C2023-15 Part 16 DrawingsProject:ARCHITECTURAL "A" SERIESSTRUCTURAL "S" SERIESPLUMBING "P" SERIESMECHANICAL "M" SERIESELECTRICAL "E" SERIESARCHITECT:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:CIVIL/LANDSCAPE "C" SERIESREFRIGERATION "R" SERIESDASHER BOARD "DB" SERIESPERMIT SET DOCUMENTSWOODMAN'S SPORTS & CONVENTION CENTERWOODMAN'S SPORTS &CONVENTION CENTER10/13/20232510 Milton AvenueJanesville, WI 53545 A0.010/13/2023220025.00C2023-15SHEET INDEXSHEET NO. SHEET NAMECODE A0.0 COVER SHEET A0.1 TYPICAL MOUNTING HEIGHTS AND CLEARANCES A0.2 FIRST FLOOR LIFE SAFETY PLAN A0.3 MEZZANINE FLOOR LIFE SAFETY PLAN A0.4 LIFE SAFETY - OCCUPANCY AND FIXTURESCIVIL C1.10 PROJECT LOCATION AND GENERAL NOTES C1.11 SITE PLAN - OVERALL C1.12 SITE PLAN - NORTH C1.13 SITE PLAN - SOUTH C1.20 GRADING PLAN - NORTH C1.21 GRADING PLAN - SOUTH C1.30 DEMOLITION PLAN C1.40 EROSION CONTROL PLAN C1.50 EXISTING SURVEY C5.00 CONSTRUCTION DETAILS C5.01 CONSTRUCTION DETAILSLANDSCAPING L1.00 LANDSCAPE PLAN OVERALL L1.01 LANSCAPE PLAN NORTH L1.02 LANSCAPE PLAN SOUTH L1.03 LANDSCAPE PLAN - BID ALTERNATIVES L2.00 LANDSCAPE DETAILS & NOTESDEMOLITION AD2.1 FIRST FLOOR DEMOLITION PLAN - OVERALL AD2.1a FIRST FLOOR DEMOLITION PLAN - ENLARGED AD2.2 SECOND FLOOR DEMOLITION PLAN - OVERALL AD2.2a SECOND FLOOR DEMOLITION PLAN - ENLARGEDARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN A1.1 ARCHITECTURAL SITE PLAN - OVERALL A2.1 FIRST FLOOR PLAN - OVERALL A2.1a FIRST FLOOR PLAN - SE QUAD A2.1b FIRST FLOOR PLAN - NE QUAD A2.1c FIRST FLOOR PLAN - NW QUAD A2.1d FIRST FLOOR PLAN - SW QUAD A2.2 MEZZANINE FLOOR PLAN A2.2a MEZZANINE FLOOR PLAN - SE QUAD A2.2b MEZZANINE FLOOR PLAN - SW QUAD A2.3 ROOF PLAN A2.9 FIRST FLOOR PLAN - PRECAST PANELS A3.1 FIRST FLOOR REFLECTED CEILING PLAN A3.1a FIRST FLOOR REFLECTED CEILING PLAN - NE QUAD A3.1b FIRST FLOOR REFLECTED CEILING PLAN - SE QUAD A3.1c FIRST FLOOR REFLECTED CEILING PLAN - SW QUAD A3.1d FIRST FLOOR REFLECTED CEILING PLAN - NW QUAD A3.2 MEZZANINE FLOOR REFLECTED CEILING PLAN A3.2a MEZZANINE FLOOR REFLECTED CEILING PLAN - SE QUAD A3.2b MEZZANINE FLOOR REFLECTED CEILING PLAN - SW QUAD A4.0 EXTERIOR ELEVATIONS A4.1ENLARGED EXTERIOR ELEVATIONS A4.2 ENLARGED EXTERIOR ELEVATIONS A4.5 ELEVATIONS - PRECAST PANELS A4.6 ELEVATIONS - PRECAST PANELS A5.0 BUILDING SECTIONS A5.1 BUILDING SECTIONS A5.5 INTERIOR SECTIONS A5.6 MAIN RINK SECTIONS A5.7 MULTIPURPOSE AREA RINK SECTIONS A6.0 WALL SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A6.4 WALL SECTIONS A6.5 WALL SECTIONS A7.0 EXTERIOR DETAILS A7.1 EXTERIOR DETAILS A7.2 EXTERIOR DETAILS A7.3 INTERIOR DETAILS A7.4 INTERIOR DETAILS A7.5 INTERIOR DETAILS A7.6 INTERIOR DETAILS A8.0 ENLARGED FLOOR PLANS - RESTROOMS A8.1 ENLARGED FLOOR PLANS - ADMINISTRATION AND CONCESSIONS A8.2 ENLARGED FLOOR PLANS - SPORT COURTS A8.3 MALL CONNECTION LAYOUT PLAN - NE & SE A8.4 ENLARGED FLOOR PLANS AND SECTIONS - STAIRS AND O.H. DOORS A8.5 ENLARGED FLOOR PLANS AND SECTIONS - RAMPS A8.6 ENLARGED FLOOR PLANS - YOUTH HOCKEY & STORAGE ROOMS A8.7 ENLARGED SECTION AND PLANS - YOUTH HOCKEY ROOMSSHEET INDEXSHEET NO. SHEET NAME A8.8 ENLARGED FLOOR PLANS - CONVENTION DIAGRAMS A8.9 ENLARGED FLOOR PLANS AND ELEVATIONS - SPONSOR SUITE AND PRESS BOX A9.0 INTERIOR ELEVATIONS A9.1 INTERIOR ELEVATIONS A10.0 WALL TYPES A10.1 DOOR AND FRAME TYPES A10.2 DOOR AND FRAME DETAILS A10.3 WINDOW TYPES A11.0 FINISH SCHEDULE A11.1 FIRST FLOOR FINISH PLAN - OVERALL A11.2 MEZZANINE FLOOR FINISH PLAN A13.0 FIRST FLOOR FURNITURE PLAN A13.1 MEZZANINE FLOOR FURNITURE PLANADD ALTERNATE 1 A2.4 FIRST FLOOR PLAN - ADD ALT 1 A2.4a FIRST FLOOR PLAN - ADD ALT 1 - NW QUAD A2.5 ROOF PLAN - ADD ALT 1 A3.3a FIRST FLOOR REFLECTED CEILING PLAN - ADD ALT 1 - NW QUAD A4.3 EXTERIOR ELEVATIONS - ADD ALT 1 A5.2 BUILDING/WALL SECTIONS - ADD ALT 1 A8.10 ENLARGED FLOOR PLANS - SPORT COURTS - ADD ALT 1 A11.1.1 FIRST FLOOR FINISH PLAN - ADD ALT 1ADD ALTERNATE 2 A2.6FIRST FLOOR PLAN - ADD ALT 2 A2.6a FIRST FLOOR PLAN - ADD ALT 2 - SE QUAD A2.6b FIRST FLOOR PLAN - ADD ALT 2 - SW QUAD A2.7 ROOF PLAN - ADD ALT 2 A4.4 EXTERIOR ELEVATIONS - ADD ALT 2 A5.3 BUILDING/WALL SECTIONS - ADD ALT 2ADD ALTERNATE 3 A2.8 FIRST FLOOR PLAN - ADD ALT 3 A2.8a FIRST FLOOR PLAN - ADD ALT 3 - SE QUAD A2.8b FIRST FLOOR PLAN - ADD ALT 3 - SW QUAD A3.4 FIRST FLOOR REFLECTED CEILING PLAN - ADD ALT 3 A9.2 INTERIOR ELEVATIONS & ENLARGED FLOOR PLANS - ADD ALT 3 A11.1.2 FIRST FLOOR FINISH PLAN - ADD ALT 3STRUCTURAL S1.0 FOUNDATION PLAN - OVERALL S1.0a FOUNDATION - SE QUAD S1.0b FOUNDATION - NE QUAD S1.0c FOUNDATION - NW QUAD S1.0d FOUNDATION - SW QUAD S2.0 MEZZANINE FLOOR FRAMING PLAN - OVERALL S2.0a MEZZANINE FLOOR FRAMING PLAN - SE QUAD S2.0b MEZZANINE FLOOR FRAMING PLAN - SW QUAD S2.1 ROOF FRAMING PLAN - OVERALL S2.1a ROOF FRAMING PLAN - SE QUAD S2.1b ROOF FRAMING PLAN - NE QUAD S2.1c ROOF FRAMING PLAN - NW QUAD S2.1d ROOF FRAMING PLAN - SW QUAD S5.0 DETAILS S5.1 DETAILS S5.2 DETAILS S5.3 DETAILS S5.4 DETAILS S5.5 DETAILS S9.0 GENERAL NOTES AND SCHEDULES S9.1 SCHEDULES S9.2 SNOW DRIFT PLAN S1.0 ALT FOUNDATION PLAN - OVERALL S2.1 ALT ROOF FRAMING PLAN AT ALTERNATE 1 & 2PLUMBING P0.1 PLUMBING DETAILS AND NOTES P0.2 PLUMBING DETAILS AND CALCULATIONS P1.0 FOUNDATION PLUMBING - OVERALL P1.0a FOUNDATION PLUMBING - SE - QUAD P1.0b FOUNDATION PLUMBING - NE QUAD P1.0c FOUNDATION PLUMBING - NW QUAD P1.0d FOUNDATION PLUMBING - SW QUAD P1.1 FIRST FLOOR PLUMBING PLAN - OVERALL P1.1a FIRST FLOOR PLUMBING PLAN - SE QUAD P1.1b FIRST FLOOR PLUMBING PLAN - NE QUAD P1.1c FIRST FLOOR PLUMBING PLAN - NW QUAD P1.1d FIRST FLOOR PLUMBING PLAN - SW QUAD P1.2 MEZZANINE FLOOR PLUMBING PLAN - OVERALL P1.2a MEZZANINE FLOOR PLUMBING PLAN - SE QUAD P1.2bMEZZANINE FLOOR PLUMBING PLAN -SW QUAD P1.3ROOF PLUMBING PLAN OVERALL P2.0 WASTE AND VENT PIPING ISOMETRICS P2.1 WASTE AND VENT PIPING ISOMETRICSSHEET INDEXSHEET NO. SHEET NAME P2.2 WASTE AND VENT PIPING ISOMETRICS P3.0 WATER PIPING ISOMETRICS P3.1 WATER PIPING ISOMETRICS P3.2 WATER PIPING ISOMETRICS P4.0 STORM PIPING ISOMETRICSFIRE PROTECTION FP1.1 FIRST FLOOR FIRE PROTECTION PLAN FP1.2 MEZZANINE FLOOR FIRE PROTECTION PLANMECHANICAL M1.0 MECHANICAL TITLE SHEET, SYMBOLS & ABBREVIATION M1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN OVERALL M2.1 FIRST FLOOR MECHANICAL PLAN - OVERALL M2.1A FIRST FLOOR MECHANICAL PLAN - SE QUAD M2.1B FIRST FLOOR MECHANICAL PLAN - NE QUAD M2.1C FIRST FLOOR MECHANICAL PLAN - NW QUAD M2.1D FIRST FLOOR MECHANICAL PLAN - SW QUAD M2.2 MEZZANINE FLOOR MECHANICAL PLAN - OVERALL M2.3 MECHANICAL ROOF PLAN - OVERALL M2.4 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 1 M2.4A FIRST FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUAD M2.4B MEZZANINE FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUAD M2.5 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 1 M2.6 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 2 M2.6A FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SE QUAD M2.6B FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SW QUAD M2.7 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 2 M2.8 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 3 M2.8A FIRST FLOOR MECHANICAL PLAN - ADD ALT 3 - SE QUAD M2.8B FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SW QUAD M5.0 MECHANICAL DETAILS M5.1 MECHANICAL GAS RISER M6.0 MECHANICAL SCHEDULES M6.1 MECHANICAL SCHEDULESELECTRICAL EL ELECTRICAL SYMBOLS ABBREVIATIONS AND NOTES ESD1.0 ELECTRICAL SITE PLAN + DEMO ES1.0 ELECTRICAL SITE PLAN - NEW E1.1 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL E1.1a FIRST FLOOR REFLECTED CEILING PLAN A - SE QUAD E1.1b FIRST FLOOR REFLECTED CEILING PLAN B - NE QUAD E1.1c FIRST FLOOR REFLECTED CEILING PLAN C - NW QUAD E1.1d FIRST FLOOR REFLECTED CEILING PLAN D - SW QUAD E1.2 MEZZANINE FLOOR REFLECTED CEILING PLAN - OVERALL E1.2a MEZZANINE FLOOR REFLECTED CEILING PLAN A - SE QUAD E1.2b MEZZANINE FLOOR REFLECTED CEILING PLAN B - NE QUAD E1.2c MEZZANINE FLOOR REFLECTED CEILING PLAN C - NW QUAD E1.2d MEZZANINE FLOOR REFLECTED CEILING PLAN D - SW QUAD E2.1 FIRST FLOOR POWER AND SYSTEMS PLAN - OVERALL E2.1a FIRST FLOOR POWER AND SYSTEMS PLAN A - SE QUAD E2.1b FIRST FLOOR POWER AND SYSTEMS PLAN B - NE QUAD E2.1cFIRST FLOOR POWER AND SYSTEMS PLAN C - NW QUAD E2.1d FIRST FLOOR POWER AND SYSTEMS PLAN D - SW QUAD E2.2a MEZZANINE FLOOR POWER AND SYSTEMS PLAN A - SE QUAD E2.2b MEZZANINE FLOOR POWER AND SYSTEMS PLAN B - NE QUAD E2.3 ROOF POWER AND SYSTEMS PLAN - OVERALL E2.3a ROOF POWER AND SYSTEMS PLAN A - SE QUAD E2.3b ROOF POWER AND SYSTEMS PLAN B - NE QUAD E2.3c ROOF POWER AND SYSTEMS PLAN C - NW QUAD E2.3d ROOF POWER AND SYSTEMS PLAN D - SW QUAD E2.4 FIRST FLOOR POWER AND LIGHTING - ADD ALT 1, ALT 2, ALT 3 E5.0 LIGHTING SCHEDULES E5.1 ELECTRICAL SCHEDULES E5.2 ELECTRICAL SCHEDULES E5.3 ELECTRICAL SCHEDULES E5.4 ELECTRICAL SCHEDULES E5.5 ELECTRICAL SCHEDULES E5.6 ELECTRICAL SCHEDULES E6.1 POWER DETAILS E6.2 POWER DETAILS E6.3 ELECTRICAL DETAILS E7.1 TELECOMMUNICATIONS RISER DIAGRAM E7.2 MATRIX E7.3 CARD ACCESS E7.4 CAMERA SCHEDULE E7.5 SYSTEM DETAILS - ELEC RM 134 E7.6 SYSTEM DETAILS - IT RM 150 E7.7 SYSTEM DETAILS - IT/GEN STORAGE RM 176SHEET INDEXSHEET NO. SHEET NAME E7.8 SYSTEM DETAILS - STORAGE RM 104 E7.9 INTERCOM DETAILS E8.0 ELECTRICAL RISER DIAGRAMFOOD SERVICE FS100 FOODSERVICE - OVERALL PLAN FS101 FOODSERVICE - EQUIPMENT PLAN FS102 FOODSERVICE - ELECTRICAL PLAN FS103 FOODSERVICE - PLUMBING PLAN FS104 FOODSERVICE - CONDITIONS PLANAUDIO VISUAL AV0.0 INDEX SHEET AV0.1 LEGENDS SYMBOLS AND ABBREVIATIONS AV0.2 GENERAL AUDIOVISUAL INFORMATION AV2.1 FIRST FLOOR PLAN OVERALL AV2.1a FIRST FLOOR PLAN - SE QUAD AV2.1b FIRST FLOOR PLAN - NE QUAD AV2.1c FIRST FLOOR PLAN - NW QUAD AV2.1d FIRST FLOOR PLAN - SW QUAD AV2.2a MEZZANINE FLOOR PLAN - SE QUAD AV2.2d MEZZANINE FLOOR PLAN - SW QUAD AV3.1a FIRST FLOOR PLAN RCP- SE QUAD AV3.1b FIRST FLOOR PLAN RCP- NE QUAD AV3.1c FIRST FLOOR PLAN RCP- NW QUAD AV3.1d FIRST FLOOR PLAN RCP- SW QUAD AV4.1 LOBBY AND BREAKROOM SECTIONS AND ELEVATIONS AV4.2 MERCYHEALTH ARENA SECTIONS AND ELEVATIONS AV4.3MULTI-PURPOSE ARENA SECTIONS AND ELEVATIONS AV4.4 MULTI-PURPOSE ARENA SECTIONS AND ELEVATIONS AV4.5 MULTI-USE CONVETION SECTIONS AND ELEVATIONS AV4.9a STANDARD AV DETAILS AV4.9b ADA DETAILS AV5.1 EQUIPMENT RACK ELEVATIONS AV5.2 EQUIPMENT RACK ELEVATIONS AV6.1 PANEL ELEVATIONS AND DETAILS AV6.2 PANEL ELEVATIONS AND DETAILS AV6.3 PANEL ELEVATIONS AND DETAILS AV7.0 AUDIO TERMINATIONS AND WIRING AV7.1a LOBBY / BREAKROOM SCHEMATICS AV7.1b LOBBY / BREAKROOM SCHEMATICS AV7.1c LOBBY / BREAKROOM SCHEMATICS AV7.2a MERCYHEALTH ARENA SCHEMATICS AV7.2b MERCYHEALTH ARENA SCHEMATICS AV7.2c MERCYHEALTH ARENA SCHEMATICS AV7.2d MERCYHEALTH ARENA SCHEMATICS AV7.2e MERCYHEALTH ARENA SCHEMATICS AV7.3a MULIPURPOSE ARENA SCHEMATICS AV7.3b MULTIPURPOSE ARENA SCHEMATICS AV7.3c MULIPURPOSE ARENA SCHEMATICS AV7.3d MULTIPURPOSE ARENA SCHEMATICS AV7.3e MULTIPURPOSE ARENA SCHEMATICS AV7.3f MULTIPURPOSE ARENA SCHEMATICS AV7.4a MULTI-USE CONVENTION SPACE SCHEMATICS AV7.4b MULTI-USE CONVENTION SPACE SCHEMATICS AV7.4c MULTI-USE CONVENTION SPACE SCHEMATICS AV7.4d MULTI-USE CONVENTION SPACE SCHEMATICS AV7.4e MULTI-USE CONVENTION SPACE SCHEMATICS AV7.4f MULTI-USE CONVENTION SPACE SCHEMATICS AV9.1 AV POWER, DATA, & BOX SCHEDULES AV9.2 AV CONDUIT SPECIFICATIONS AND DETAILS AV9.3 LOBBY AV CONDUIT RISER AV9.4 MERCYHEALTH ARENA AV CONDUIT AND RISER AV9.5 MULIPURPOSE ARENA AV CONDUIT AND RISER AV9.6 MULTI-USE CONVENTION AV CONDUIT AND RISERREFRIGERATION R0.1 ICE RINK LEGEND AND SYMBOLS R1.0 ICE RINK SUBFLOOR PLAN R1.1 ICE RINK FLOOR PLAN R2.0 ICE EQUIPMENT ROOM PLAN R5.0 ICE RINK DETAILS AND SECTIONS R5.1 ICE RINK DETAILS AND SECTIONS R5.2 ICE RINK DETAILS AND SECTIONS R5.3 ICE RINK DETAILS AND SCHEDULE R6.0 AMMONIA FLOW DIAGRAM R6.1 SECONDARY REFRIGERANT FLOW DIAGRAM R6.2 WASTE HEAT RECOVERY FLOW DIAGRAMDASHER BOARDS DB1.0 ICE RINK DASHER BOARD PLAN DB5.0 ICE RINK DASHER BOARD SECTIONS AND DETAILS DB5.1 ICE RINK DASHER BOARD SECTIONS AND DETAILSBID SET DOCUMENTS10/04/202310/04/2023BID DOCUMENT SETSHEET INDEXSHEET NO. SHEET NAMECODEA0.0 COVER SHEETA0.1 TYPICAL MOUNTING HEIGHTS AND CLEARANCESA0.2 FIRST FLOOR LIFE SAFETY PLANA0.3 MEZZANINE FLOOR LIFE SAFETY PLANA0.4 LIFE SAFETY - OCCUPANCY AND FIXTURESCIVILC1.10 PROJECT LOCATION AND GENERAL NOTESC1.11 SITE PLAN - OVERALLC1.12 SITE PLAN - NORTHC1.13 SITE PLAN - SOUTHC1.20 GRADING PLAN - NORTHC1.21 GRADING PLAN - SOUTHC1.30 DEMOLITION PLANC1.40 EROSION CONTROL PLANC1.50 EXISTING SURVEYC5.00 CONSTRUCTION DETAILSC5.01 CONSTRUCTION DETAILSLANDSCAPINGL1.00 LANDSCAPE PLAN OVERALLL1.01 LANSCAPE PLAN NORTHL1.02 LANSCAPE PLAN SOUTHL1.03 LANDSCAPE PLAN - BID ALTERNATIVESL2.00 LANDSCAPE DETAILS & NOTESDEMOLITIONAD2.1 FIRST FLOOR DEMOLITION PLAN - OVERALLAD2.1a FIRST FLOOR DEMOLITION PLAN - ENLARGEDAD2.2 SECOND FLOOR DEMOLITION PLAN - OVERALLAD2.2a SECOND FLOOR DEMOLITION PLAN - ENLARGEDARCHITECTURALA1.0 ARCHITECTURAL SITE PLANA1.1 ARCHITECTURAL SITE PLAN - OVERALLA2.1 FIRST FLOOR PLAN - OVERALLA2.1a FIRST FLOOR PLAN - SE QUADA2.1b FIRST FLOOR PLAN - NE QUADA2.1c FIRST FLOOR PLAN - NW QUADA2.1d FIRST FLOOR PLAN - SW QUADA2.2 MEZZANINE FLOOR PLANA2.2a MEZZANINE FLOOR PLAN - SE QUADA2.2b MEZZANINE FLOOR PLAN - SW QUADA2.3 ROOF PLANA2.9 FIRST FLOOR PLAN - PRECAST PANELSA3.1 FIRST FLOOR REFLECTED CEILING PLANA3.1a FIRST FLOOR REFLECTED CEILING PLAN - NE QUADA3.1b FIRST FLOOR REFLECTED CEILING PLAN - SE QUADA3.1c FIRST FLOOR REFLECTED CEILING PLAN - SW QUADA3.1d FIRST FLOOR REFLECTED CEILING PLAN - NW QUADA3.2 MEZZANINE FLOOR REFLECTED CEILING PLANA3.2a MEZZANINE FLOOR REFLECTED CEILING PLAN - SE QUADA3.2b MEZZANINE FLOOR REFLECTED CEILING PLAN - SW QUADA4.0 EXTERIOR ELEVATIONSA4.1 ENLARGED EXTERIOR ELEVATIONSA4.2 ENLARGED EXTERIOR ELEVATIONSA4.5 ELEVATIONS - PRECAST PANELSA4.6 ELEVATIONS - PRECAST PANELSA5.0 BUILDING SECTIONSA5.1 BUILDING SECTIONSA5.5 INTERIOR SECTIONSA5.6 MAIN RINK SECTIONSA5.7 MULTIPURPOSE AREA RINK SECTIONSA6.0 WALL SECTIONSA6.1 WALL SECTIONSA6.2 WALL SECTIONSA6.3 WALL SECTIONSA6.4 WALL SECTIONSA6.5 WALL SECTIONSA7.0 EXTERIOR DETAILSA7.1 EXTERIOR DETAILSA7.2 EXTERIOR DETAILSA7.3 INTERIOR DETAILSA7.4 INTERIOR DETAILSA7.5 INTERIOR DETAILSA7.6 INTERIOR DETAILSA8.0 ENLARGED FLOOR PLANS - RESTROOMSA8.1 ENLARGED FLOOR PLANS - ADMINISTRATION AND CONCESSIONSA8.2 ENLARGED FLOOR PLANS - SPORT COURTSA8.3 MALL CONNECTION LAYOUT PLAN - NE & SEA8.4 ENLARGED FLOOR PLANS AND SECTIONS - STAIRS AND O.H. DOORSA8.5 ENLARGED FLOOR PLANS AND SECTIONS - RAMPSSHEET INDEXSHEET NO. SHEET NAMEA8.6 ENLARGED FLOOR PLANS - YOUTH HOCKEY & STORAGE ROOMSA8.7 ENLARGED SECTION AND PLANS - YOUTH HOCKEY ROOMSA8.8 ENLARGED FLOOR PLANS - CONVENTION DIAGRAMSA8.9 ENLARGED FLOOR PLANS AND ELEVATIONS - SPONSOR SUITE AND PRESS BOXA9.0 INTERIOR ELEVATIONSA9.1 INTERIOR ELEVATIONSA10.0 WALL TYPESA10.1 DOOR AND FRAME TYPESA10.2 DOOR AND FRAME DETAILSA10.3 WINDOW TYPESA11.0 FINISH SCHEDULEA11.1 FIRST FLOOR FINISH PLAN - OVERALLA11.2 MEZZANINE FLOOR FINISH PLANA13.0 FIRST FLOOR FURNITURE PLANA13.1 MEZZANINE FLOOR FURNITURE PLANADD ALTERNATE 1A2.4 FIRST FLOOR PLAN - ADD ALT 1A2.4a FIRST FLOOR PLAN - ADD ALT 1 - NW QUADA2.5 ROOF PLAN - ADD ALT 1A3.3a FIRST FLOOR REFLECTED CEILING PLAN - ADD ALT 1 - NW QUADA4.3 EXTERIOR ELEVATIONS - ADD ALT 1A5.2 BUILDING/WALL SECTIONS - ADD ALT 1A8.10 ENLARGED FLOOR PLANS - SPORT COURTS - ADD ALT 1A11.1.1 FIRST FLOOR FINISH PLAN - ADD ALT 1ADD ALTERNATE 2A2.6 FIRST FLOOR PLAN - ADD ALT 2A2.6a FIRST FLOOR PLAN - ADD ALT 2 - SE QUADA2.6b FIRST FLOOR PLAN - ADD ALT 2 - SW QUADA2.7 ROOF PLAN - ADD ALT 2A4.4 EXTERIOR ELEVATIONS - ADD ALT 2A5.3 BUILDING/WALL SECTIONS - ADD ALT 2ADD ALTERNATE 3A2.8 FIRST FLOOR PLAN - ADD ALT 3A2.8a FIRST FLOOR PLAN - ADD ALT 3 - SE QUADA2.8b FIRST FLOOR PLAN - ADD ALT 3 - SW QUADA3.4 FIRST FLOOR REFLECTED CEILING PLAN - ADD ALT 3A9.2 INTERIOR ELEVATIONS & ENLARGED FLOOR PLANS - ADD ALT 3A11.1.2 FIRST FLOOR FINISH PLAN - ADD ALT 3STRUCTURALS1.0 FOUNDATION PLAN - OVERALLS1.0a FOUNDATION - SE QUADS1.0b FOUNDATION - NE QUADS1.0c FOUNDATION - NW QUADS1.0d FOUNDATION - SW QUADS2.0 MEZZANINE FLOOR FRAMING PLAN - OVERALLS2.0a MEZZANINE FLOOR FRAMING PLAN - SE QUADS2.0b MEZZANINE FLOOR FRAMING PLAN - SW QUADS2.1 ROOF FRAMING PLAN - OVERALLS2.1a ROOF FRAMING PLAN - SE QUADS2.1b ROOF FRAMING PLAN - NE QUADS2.1c ROOF FRAMING PLAN - NW QUADS2.1d ROOF FRAMING PLAN - SW QUADS5.0 DETAILSS5.1 DETAILSS5.2 DETAILSS5.3 DETAILSS5.4 DETAILSS5.5 DETAILSS9.0 GENERAL NOTES AND SCHEDULESS9.1 SCHEDULESS9.2 SNOW DRIFT PLANS1.0 ALT FOUNDATION PLAN - OVERALLS2.1 ALT ROOF FRAMING PLAN AT ALTERNATE 1 & 2PLUMBINGP0.1 PLUMBING DETAILS AND NOTESP0.2 PLUMBING DETAILS AND CALCULATIONSP1.0 FOUNDATION PLUMBING - OVERALLP1.0a FOUNDATION PLUMBING - SE - QUADP1.0b FOUNDATION PLUMBING - NE QUADP1.0c FOUNDATION PLUMBING - NW QUADP1.0d FOUNDATION PLUMBING - SW QUADP1.1 FIRST FLOOR PLUMBING PLAN - OVERALLP1.1a FIRST FLOOR PLUMBING PLAN - SE QUADP1.1b FIRST FLOOR PLUMBING PLAN - NE QUADP1.1c FIRST FLOOR PLUMBING PLAN - NW QUADP1.1d FIRST FLOOR PLUMBING PLAN - SW QUADP1.2 MEZZANINE FLOOR PLUMBING PLAN - OVERALLP1.2a MEZZANINE FLOOR PLUMBING PLAN - SE QUADP1.2b MEZZANINE FLOOR PLUMBING PLAN -SW QUADSHEET INDEXSHEET NO. SHEET NAMEP1.3 ROOF PLUMBING PLAN OVERALLP2.0 WASTE AND VENT PIPING ISOMETRICSP2.1 WASTE AND VENT PIPING ISOMETRICSP2.2 WASTE AND VENT PIPING ISOMETRICSP3.0 WATER PIPING ISOMETRICSP3.1 WATER PIPING ISOMETRICSP3.2 WATER PIPING ISOMETRICSP4.0 STORM PIPING ISOMETRICSFIRE PROTECTIONFP1.1 FIRST FLOOR FIRE PROTECTION PLANFP1.2 MEZZANINE FLOOR FIRE PROTECTION PLANMECHANICALM1.0 MECHANICAL TITLE SHEET, SYMBOLS & ABBREVIATIONM1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN OVERALLM2.1 FIRST FLOOR MECHANICAL PLAN - OVERALLM2.1A FIRST FLOOR MECHANICAL PLAN - SE QUADM2.1B FIRST FLOOR MECHANICAL PLAN - NE QUADM2.1C FIRST FLOOR MECHANICAL PLAN - NW QUADM2.1D FIRST FLOOR MECHANICAL PLAN - SW QUADM2.2 MEZZANINE FLOOR MECHANICAL PLAN - OVERALLM2.3 MECHANICAL ROOF PLAN - OVERALLM2.4 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 1M2.4A FIRST FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUADM2.4B MEZZANINE FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUADM2.5 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 1M2.6 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 2M2.6A FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SE QUADM2.6B FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SW QUADM2.7 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 2M2.8 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 3M2.8A FIRST FLOOR MECHANICAL PLAN - ADD ALT 3 - SE QUADM2.8B FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SW QUADM5.0 MECHANICAL DETAILSM5.1 MECHANICAL GAS RISERM6.0 MECHANICAL SCHEDULESM6.1 MECHANICAL SCHEDULESELECTRICALEL ELECTRICAL SYMBOLS ABBREVIATIONS AND NOTESESD1.0 ELECTRICAL SITE PLAN + DEMOES1.0 ELECTRICAL SITE PLAN - NEWE1.1 FIRST FLOOR REFLECTED CEILING PLAN - OVERALLE1.1a FIRST FLOOR REFLECTED CEILING PLAN A - SE QUADE1.1b FIRST FLOOR REFLECTED CEILING PLAN B - NE QUADE1.1c FIRST FLOOR REFLECTED CEILING PLAN C - NW QUADE1.1d FIRST FLOOR REFLECTED CEILING PLAN D - SW QUADE1.2 MEZZANINE FLOOR REFLECTED CEILING PLAN - OVERALLE1.2a MEZZANINE FLOOR REFLECTED CEILING PLAN A - SE QUADE1.2b MEZZANINE FLOOR REFLECTED CEILING PLAN B - NE QUADE1.2c MEZZANINE FLOOR REFLECTED CEILING PLAN C - NW QUADE1.2d MEZZANINE FLOOR REFLECTED CEILING PLAN D - SW QUADE2.1 FIRST FLOOR POWER AND SYSTEMS PLAN - OVERALLE2.1a FIRST FLOOR POWER AND SYSTEMS PLAN A - SE QUADE2.1b FIRST FLOOR POWER AND SYSTEMS PLAN B - NE QUADE2.1c FIRST FLOOR POWER AND SYSTEMS PLAN C - NW QUADE2.1d FIRST FLOOR POWER AND SYSTEMS PLAN D - SW QUADE2.2a MEZZANINE FLOOR POWER AND SYSTEMS PLAN A - SE QUADE2.2b MEZZANINE FLOOR POWER AND SYSTEMS PLAN B - NE QUADE2.3 ROOF POWER AND SYSTEMS PLAN - OVERALLE2.3a ROOF POWER AND SYSTEMS PLAN A - SE QUADE2.3b ROOF POWER AND SYSTEMS PLAN B - NE QUADE2.3c ROOF POWER AND SYSTEMS PLAN C - NW QUADE2.3d ROOF POWER AND SYSTEMS PLAN D - SW QUADE2.4 FIRST FLOOR POWER AND LIGHTING - ADD ALT 1, ALT 2, ALT 3E5.0 LIGHTING SCHEDULESE5.1 ELECTRICAL SCHEDULESE5.2 ELECTRICAL SCHEDULESE5.3 ELECTRICAL SCHEDULESE5.4 ELECTRICAL SCHEDULESE5.5 ELECTRICAL SCHEDULESE5.6 ELECTRICAL SCHEDULESE6.1 POWER DETAILSE6.2 POWER DETAILSE6.3 ELECTRICAL DETAILSE7.1 TELECOMMUNICATIONS RISER DIAGRAME7.2 MATRIXE7.3 CARD ACCESSE7.4 CAMERA SCHEDULEE7.5 SYSTEM DETAILS - ELEC RM 134E7.6 SYSTEM DETAILS - IT RM 150E7.7 SYSTEM DETAILS - IT/GEN STORAGE RM 176SHEET INDEXSHEET NO. SHEET NAMEE7.8 SYSTEM DETAILS - STORAGE RM 104E7.9 INTERCOM DETAILSE8.0 ELECTRICAL RISER DIAGRAMFOOD SERVICEFS100 FOODSERVICE - OVERALL PLANFS101 FOODSERVICE - EQUIPMENT PLANFS102 FOODSERVICE - ELECTRICAL PLANFS103 FOODSERVICE - PLUMBING PLANFS104 FOODSERVICE - CONDITIONS PLANAUDIO VISUALAV0.0 INDEX SHEETAV0.1 LEGENDS SYMBOLS AND ABBREVIATIONSAV0.2 GENERAL AUDIOVISUAL INFORMATIONAV2.1 FIRST FLOOR PLAN OVERALLAV2.1a FIRST FLOOR PLAN - SE QUADAV2.1b FIRST FLOOR PLAN - NE QUADAV2.1c FIRST FLOOR PLAN - NW QUADAV2.1d FIRST FLOOR PLAN - SW QUADAV2.2a MEZZANINE FLOOR PLAN - SE QUADAV2.2d MEZZANINE FLOOR PLAN - SW QUADAV3.1a FIRST FLOOR PLAN RCP- SE QUADAV3.1b FIRST FLOOR PLAN RCP- NE QUADAV3.1c FIRST FLOOR PLAN RCP- NW QUADAV3.1d FIRST FLOOR PLAN RCP- SW QUADAV4.1 LOBBY AND BREAKROOM SECTIONS AND ELEVATIONSAV4.2 MERCYHEALTH ARENA SECTIONS AND ELEVATIONSAV4.3 MULTI-PURPOSE ARENA SECTIONS AND ELEVATIONSAV4.4 MULTI-PURPOSE ARENA SECTIONS AND ELEVATIONSAV4.5 MULTI-USE CONVETION SECTIONS AND ELEVATIONSAV4.9a STANDARD AV DETAILSAV4.9b ADA DETAILSAV5.1 EQUIPMENT RACK ELEVATIONSAV5.2 EQUIPMENT RACK ELEVATIONSAV6.1 PANEL ELEVATIONS AND DETAILSAV6.2 PANEL ELEVATIONS AND DETAILSAV6.3 PANEL ELEVATIONS AND DETAILSAV7.0 AUDIO TERMINATIONS AND WIRINGAV7.1a LOBBY / BREAKROOM SCHEMATICSAV7.1b LOBBY / BREAKROOM SCHEMATICSAV7.1c LOBBY / BREAKROOM SCHEMATICSAV7.2a MERCYHEALTH ARENA SCHEMATICSAV7.2b MERCYHEALTH ARENA SCHEMATICSAV7.2c MERCYHEALTH ARENA SCHEMATICSAV7.2d MERCYHEALTH ARENA SCHEMATICSAV7.2e MERCYHEALTH ARENA SCHEMATICSAV7.3a MULIPURPOSE ARENA SCHEMATICSAV7.3b MULTIPURPOSE ARENA SCHEMATICSAV7.3c MULIPURPOSE ARENA SCHEMATICSAV7.3d MULTIPURPOSE ARENA SCHEMATICSAV7.3e MULTIPURPOSE ARENA SCHEMATICSAV7.3f MULTIPURPOSE ARENA SCHEMATICSAV7.4a MULTI-USE CONVENTION SPACE SCHEMATICSAV7.4b MULTI-USE CONVENTION SPACE SCHEMATICSAV7.4c MULTI-USE CONVENTION SPACE SCHEMATICSAV7.4d MULTI-USE CONVENTION SPACE SCHEMATICSAV7.4e MULTI-USE CONVENTION SPACE SCHEMATICSAV7.4f MULTI-USE CONVENTION SPACE SCHEMATICSAV9.1 AV POWER, DATA, & BOX SCHEDULESAV9.2 AV CONDUIT SPECIFICATIONS AND DETAILSAV9.3 LOBBY AV CONDUIT RISERAV9.4 MERCYHEALTH ARENA AV CONDUIT AND RISERAV9.5 MULIPURPOSE ARENA AV CONDUIT AND RISERAV9.6 MULTI-USE CONVENTION AV CONDUIT AND RISERREFRIGERATIONR0.1 ICE RINK LEGEND AND SYMBOLSR1.0 ICE RINK SUBFLOOR PLANR1.1 ICE RINK FLOOR PLANR2.0 ICE EQUIPMENT ROOM PLANR5.0 ICE RINK DETAILS AND SECTIONSR5.1 ICE RINK DETAILS AND SECTIONSR5.2 ICE RINK DETAILS AND SECTIONSR5.3 ICE RINK DETAILS AND SCHEDULER6.0 AMMONIA FLOW DIAGRAMR6.1 SECONDARY REFRIGERANT FLOW DIAGRAMR6.2 WASTE HEAT RECOVERY FLOW DIAGRAMDASHER BOARDSDB1.0 ICE RINK DASHER BOARD PLANDB5.0 ICE RINK DASHER BOARD SECTIONS AND DETAILSDB5.1 ICE RINK DASHER BOARD SECTIONS AND DETAILS "C" SERIES10-04-23MICHAEL DAVIDWOEHRLEE-41050-6P ENGINEEFO ESSIOALMINNEAPOLIS,MNNRRwISCONSIN 10/4/2023
i0||c0|p3
4
;
B
o
t
t
l
e
s
s
a
v
e
d
i
0
|
|
c
0
|
p
3
4
;
F
i
l
t
e
r
s
t
a
t
u
sN97'-6"20A8.210011234 A701MATCHLINE1001.1315A2A6.216'-0"18'-0"SAMPLE ROOM8CMU WALLPRECAST CONCRETE WALL PANEL W/ INSULATIONGYPSUM BOARD/STUD WALLDOOR NUMBER, DERIVED FROM ROOM #DETAIL NUMBERSHEET NUMBERENLARGED PLAN INDICATORCOLUMN GRID LINECOLUMN GRID IDENTIFICATIONROOM NAME & NUMBERSECTION CUT INDICATORDETAIL NUMBERSHEET NUMBERFLOOR PENETRATIONGYPSUM WALL W/ METAL STUD,NON-INSULATEDSPOT FLOOR ELEVATION OF ROOMNOMINAL ROOM DIMENSIONPLAN NORTH INDICATORMATCHLINE BETWEEN PLANQUADRANTSTYPICAL DRAWING NOTATION TAGWALL TYPE INDICATORSBREAKLINEBRICK & CMU CAVITY WALL W/ INSULATIONSHEET NUMBERDIRECTION OF ELEVATIONELEVATION DRAWING NUMBERINTERIOR ELEVATION INDICATORBORROWED LITE TAG, DERIVED FROM ROOM #4KEY NOTENOTE:ALL THE SYMBOLS SHOWN HERE ARE NOTNECESSARILY USED ON THESE DRAWINGS.NEW DOORIN NEW WALLEXISTING DOOR INEXISTING WALLGRAPHIC LEGENDICE RINK WALLDRAWING NAME#DRAWING SCALE## SFW10##12" Max.42" MIN.39" - 41"40" Typ.33" - 36"34" Typ.1 1/2" MIN.18" Min.39" - 41"40" Typ.54" Min.ALLOWABLE MOUNTING ZONE FOR PROTRUDING TOILET PAPER DISPENSER.Min.1' - 3"1' - 4"7" - 9" 8"1' - 4"FIG. 604.5.1 and 604.7 (a)SIDE WALL GRAB BARS - PROTRUDING DISPENSERS BELOW GRAB BARLIGHT FIXTURE CENTERED ON SINK (SEE ELECTRIC)MIRROR CENTERED ON SINK(PER SPECIFICATIONS)6"3' - 0"1' - 0"2' - 0"34" Max.2' - 10"15" Typ.SOAP DISPENSERPAPER TOWEL DISPENSER ON SIDEWALLELECTRICAL OUTLET MOUNTED UNDER SINK - AS REQ'D FOR AUTOSENSOR FAUCET. CONFIRM WITH OWNER IF PLUG IN OR HARD WIRED.40" Max.1' - 6" MIN.17" - 19"3' - 3"16" - 18"17" Typ.SINK AND TOILET PER PLUMBING.36" GRAB BAR.18" & 42" GRAB BARS. SEE SIDEWALL ELEVATION.SANITARY NAPKIN DISPOSAL AND TOILET PAPER DISPENSER ON SIDEWALL.FIG. 604.2 (a), 604.4, 604.5.2 and 606.3SIDEWALL, REAR GRAB BARS, TOILET SEAT and SINK HEIGHTS44" DOOR SHOWN60x59 CLEAR FLOOR SPACE @FLOOR MOUNTEDTOILET18"X60" CLEAR FLOOR SPACE @ PULL SIDE OF DOOR30X48 CLEARFLOOR SPACE,CENTERED ON SINK60" WHEELCHAIRTURNING DIAMETERLIGHT SWITCHTOILET (PER PLUMBING)36" HORIZONTAL GRAB BAR42" HORIZONTAL GRAB BAR18" VERTICAL GRAB BARSINK (PER PLUMBING)FAUCET (PER PLUMBING)*ELECTRIC OUTLET BELOW (UNDER) SINK IF AUTOSENSOR. VERIFY WITH OWNER IF DIRECT CONNECT OR PLUG IN. FRAMED MIRROR (PER SPECIFICATION)PAPER TOWEL DISPENSERSOAP DISPENSER1' - 6"7' - 6"5' - 0"2' - 6"1' - 3"16" - 18"TOILET PAPER DISPENSER1' - 6"NOTE:DIMENSIONS AND CLEARANCE REQUIREMENTS SHOWN ORIGINATING FROM A WALL ARE FROM THE FACE OF THE FINISHED WALL. THAT IS THE FACE OF WALL TILE, WHEN USED. REFER TO THE ROOM FINISH AND MATERIAL SCHEDULES FOR FINISH SELECTIONS.BABY CHANGING STATION34" MAX TO HIGHEST PART OF WORK SURFACE27" MIN TO BOTTOM OF WORK SURFACEEQUIPMENT ABOVE COUNTER / COUNTER WITH SINKPT= PAPER TOWELSP=SOAPBATTERY OPERATED CLOCK . 7' - 0"1' - 11"PTDSP2' - 2"2' - 10"OPEN2' - 0"ALIGN BOTTOMS2' - 10"1"1"knee space1"3' - 10"SWITCHESTHERMOSTAT OUTLETSTELECOM.OUTLETS/SWITCHESABOVE COUNTER6"3' - 10"1' - 6"1' - 6"CARD READERFIRE STROBEFIRE ALARM PULL STATION6' - 8"3' - 10"3' - 10"3' - 10"SOAP DISPENSER ON MIRRORPAPER TOWEL DISPENSER TO DISPENSE48" Max.1' - 6"TABLE 603.6MAXIMUM REACH HEIGHT and DEPTH34" Max.ABHRABHR= ALCOHOL BASED HAND RUBNOTE: ANY EDGE OF ABHR TO BE MIN. 1" CLEAR OF ANY ELECTRIFIED DEVICE.2" MIN. CLEARANCE IS PREFERRED.SWITCHT-STAT1" min.MINOUTLET/ TELECOM1" min.1" min.ABHR3' - 9"TELECOM/OUTLET1" min.ALCOHOL BASED HAND RUB LOCATIONS SHOWN ARE PER NFPA 101, LIFE SAFETY CODE 2012ed. SECTION 19.3.2.6* Alcohol-Based Hand-RubDispensers.PAPER TOWEL DISPENSERSTOWEL DISPENSER AND WASTE RECEPTACLE4'-0"ELECTRIC HAND DRYERSACCESSIBLE COAT HOOKTOWEL BARCUP DISPENSERELECTRIC HAND DRYERS3'-4"NOTE: ALL DIMENSIONS INCLUDE ALL OPERABLE LEVERS, INCLUDING COIN SLOTSCONTROL HEIGHTFIRE EXTINGUISHERWALL MOUNTED CABINETTypical4'-0" max4'-0" MAX4'-0" MAXIMUM3'-6"FIRE EXTINGUISHER -WALL HUNG (under 40 lbs.)FIRE EXTINGUISHER IN SEMI-RECESSED CABINETFIRE EXTINGUISHER AND FIRE HOSE VALVE IN RECESSED CABINETFIRE EXTINGUISHER, FIRE HOSE VALVE AND FIRE DEPARTMENT VALVE IN RECESSED CABINETFIRE DEPARTMENT VALVE IN RECESSED CABINETFIREFIGHTER'S HANDSETFH10 1/2"1'-4"4'-11"min1'-3"2'-0 1/4"6' - 8"FIRE EXTINGUISHER SIGNAGE. 48" MAX.R R48" Max.15" Min.10" Max.R46" Max.34" Max.> 10" - 24">20" - 25"20" Max.34" Max.48" Max.10" Max.46" Max.34" Max.48" Max.48" Max.15" Min.FIG. 308.2.1UNOBSTRUCTED FORWARD REACHFIG. 308.2.2 (a)OBSTRUCTED HIGH FORWARD REACHFIG. 308.2.2 (b)OBSTRUCTED HIGH FORWARD REACHFIG. 308.3.2 (b)OBSTRUCTED HIGH SIDE REACHFIG. 308.3.2 (a)OBSTRUCTED HIGH SIDE REACHFIG. 308.3.1UNOBSTRUCTED SIDE REACHTV - 32"CLTV - 65" ED3"3"VESA 200EDVESA 400VESA 4002'-0"2'-0"10"ED8"8"32" TV W/ DUAL SWING ARMEDCHIEF TS318SU43" TV W/ DUAL SWING ARM1'-4" 1'-4"8"patterns based on CHIEF LTM1U-T, MTM1U-T, MTMP1U-Tpatterns based on CHIEF TS318SU1'-4"PCOUTLETS BEHIND MONITORS AT CENTER OF BRACKET -UNLESS NOTED OTHERWISEdatapowerCPU slotdatapowerCPU slotPer Project LocationdatapowerCPU slotPer Project LocationdatapowerCPU slotPer Project LocationMONITOR - 42'-48"Per Project LocationPCPCD ED ED ED EPCPCD EMONITOR - 55"MONITOR - 65"MONITOR - 70"-90"(b) ElevationFIG. 602.5DRINKING FOUNTAIN SPOUT LOCATION(a) Plan36" Max. ADAStanding Person38" - 43"15" Min.5" Max.Controls & Hand Shower AreaControl Wall41"38" min48" maxSHOWER COMPARTMENT4" max15" max36"Shower Compartment36" Clear18"CONTROL WALLStandard Fixed Shower Head Height6' - 6"4" maxControl WallSeat WallLCLC36" Min.(Fin. Face)36" Clear48" Min.(Fin. Face to Fin. Face)36" ClearSeat where indicatedSHOWER COMPARTMENTSIZE AND CLEARANCES (TRANSFER TYPE)PLAN VIEWLCSeat where indicatedVertical Grab BarClear Floor SpaceShower Compartment36" ClearSIDE WALL34" GB18" GB36"18" GB(Detention Shower Head Height Per Manufacturer)Hand Shower Fixed Shower HeadSeatWall(Fin. Face to Fin. Face)60" ClearSeat where indicated3' - 0"6" max6" max1' - 9" 2' - 9"PLAN VIEWSHOWER COMPARTMENT (ROLL-IN TYPE)Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedTYPICAL MOUNTINGHEIGHTS ANDCLEARANCESWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A0.110/13/2023220025.00C2023-15NOTE:LOCATIONS AND DIMENSIONS SHOWN ON THIS SHEET ARE TYPICAL WHERE NO DIMENSIONS OR LOCATIONS ARE INDICATED IN A SPECIFIC ELEVATION. IF A DIMENSION OR LOCATION SHOWN IN A SPECIFIC ELEVATION DIFFERS FROM THOSE SHOWN ON THIS SHEET, THE ELEVATION WHERE SHOWN SHALL GOVERN.3/8" = 1'-0"4TYPICAL MOUNTING HEIGHT -TOILET ROOM ACCESSORY -Sidewall3/8" = 1'-0"5TYPICAL MOUNTING HEIGHTS -TOILET ROOM ACCESSORY -Wet Wall1/2" = 1'-0"7TYPICAL TOILET ROOM ACCESSORY CLEARANCES3/8" = 1'-0"13TYPICAL MOUNTING HEIGHTS -EQUIPMENT AND ACCESSORIES3/8" = 1'-0"12TYPICAL MOUNTING HEIGHTS -ELECTRIC3/8" = 1'-0"6TYPICAL MOUNTING HEIGHTS -Sink Profile Wall1/2" = 1'-0"3TYPICAL MOUNTING HEIGHTS - ABHR MOUNTING3/8" = 1'-0"11EQUIPMENT AND ACCESSORIES3/8" = 1'-0"10FIRE PROTECTION EQUIPMENT3/8" = 1'-0"8TYPICAL REACH REQUIREMENTS3/8" = 1'-0"1TV AND MONITORS3/8" = 1'-0"2DRINKING FOUNTAIN3/8" = 1'-0"9ADA SHOWERS10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDNDNHCHCHCDNG24"X60"24"X60" 24"X48"24"X60"24"X48"18"X60"18"X36"18"X48"18"X60" 18"X60"CHCHCHCHCH HCHCHCHCH
CHCH
CS2FB 2FB2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB2FB 2FB 2FB 2FB 2FB 2FB 2FB
1FB 1FB 1FB 1FB1FB 1FB 1FB 1FB1FB1FB 1FB1FB1FB1FB1FB1FB1FB1FB1FB1FB1FB
LIFE SAFETY LEGEND= ACCESSIBLE TOILET ROOMS/WC= MEANS OF EGRESSTD=50'= TOTAL EGRESS TRAVEL DISTANCE= ACCESSIBLE ENTRANCE/EXIT= FIRE EXTINGUISHER LOCATION WITH 75' RADIUSSR = SEMI RECESSED SM = SURFACE MOUNTED = 1 HOUR FIRE BARRIER• ALL PENETRATIONS SEALED FOR ONE HOUR FIRE RATING / DAMPERS AT DUCT PENETRATIONS• DOORS: 45-MINUTE RATED IN FIRE RATED FRAME WITH CLOSER & POSITIVE LATCHING= ASSEMBLY (A-3)34"/236 OCC.. = EGRESS COMPONENT & INCHES OF EGRESS WIDTH / OCC.. LOAD CAPACITYOCCUPANCYFIRE RATING1FB1FBSYMBOLSUSEAREASF/OccOccsSTORAGE2400300= ROOM / SPACE OCCUPANCY TAGDOOR = 2 HOUR FIRE BARRIER• ALL PENETRATIONS SEALED FOR TWO HOUR FIRE RATING / DAMPERS AT DUCT PENETRATIONS• DOORS: 90 MINUTE RATED IN FIRE-RATED FRAME WITH CLOSER & POSITIVE LATCHING2FB 2FB 2FB 2FB 2FB1FB 1FB= FLOOR 1 EGRESS DISTANCE= MEZZANINE EGRESS DISTANCE= ASSEMBLY (A-4)= MEZZANINE FIRE AREA 56' TRAVEL DISTANCE18" PER SEAT25 SEATS PER ROW2 ROWS50 SEATS18" PER SEAT25 SEATS PER ROW2 ROWS50 SEATS18" PER SEAT25 SEATS PER ROW2 ROWS50 SEATS189 TOTAL SEATSABEFHJKMPQCDN12345687F.3F.9GG.8LL.6M.45.87.292 HOUR FIRE BARRIER - TO BOTTOM OF DECK PER CODE SECTION IBC 2015 -706.5 (REFER TO CODE ANALYSIS 402.4.2.246' - 0 3/8"56' - 4 3/4"68' - 2 3/4"405' - 8"325' - 3 1/2"A-3 ASSEMBLY A-4 ASSEMBLY A-4 ASSEMBLY EGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 34" EW = 226 OCCEGRESS WIDTH 102" EW = 680 OCCEGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 40" EW = 266 OCCEGRESS WIDTH 136" EW = 906 OCC164' TRAVEL DISTANCE174' TRAVEL DISTANCE172' TRAVEL DISTANCE1 7 2 ' T R A V E L
D I ST A N C E 243' TRAVEL DISTANCE246' TRAVEL DISTANCE128' TRAVEL DISTANCE176' TRAVEL DISTANCE249' TRAVEL DISTANCE210' TRAVEL DISTANCE14 0 ' T RAV E L DI S TAN CE
SEATING COUNT =228 SEATS196 SFCONCESSIONS115 (B)153 SFBEER SALES116481 SFFOOD PREP115 (A)797 SFWARMING ROOM1591175 SFLOADING/RECEIVING/STORAGE16016327 SFMERCYHEALTHARENA13616333 SFMULTI-PURPOSEAREA15419343 SFMULTI-USECONVENTIONSPACE15653 SFGEN STORAGE153176 SFMECHANICAL168207 SFMETER/RISER179665 SFMEETING ROOM(B)103666 SFMEETING ROOM(A)102152 SFSTOR104171 SFFIRST AID105273 SFSTORAGE158143 SFELECTRIC1572479 SFGENERALBUILDINGSTORAGE16798 SFF.S. STORAGE1751443 SFRESURFACER/SHOPTOOLS/LAUNDRY170966 SFREFRIGERATION172161 SFELECTRICAL169210 SFELEC134190 SFMAIN COACH1331227 SFMAIN TEAMROOM13297 SFLAUNDRY131265 SFTRAINING129336 SFTEAM ROOM 4127342 SFTEAM ROOM 5126377 SFWET TEAMROOM 3125360 SFWET TEAMROOM 4123671 SFY.H. STORAGE137347 SFWET TEAMROOM #1138444 SFWET TEAMROOM #2140273 SFYH COACH14374 SFJ.C.142224 SFREFEREE145347 SFTEAM ROOM 1147347 SFTEAM ROOM 2148347 SFTEAM ROOM 3149154 SFIT15059 SFJ.C.11442 SFJ.C.163371 SFADMIN112112 SFOFFICE110158 SFOFFICE111184 SFBREAKROOM109350 SFSKATE RENTAL108240 SFCHECK-IN/RENTAL107101 SFCOPY AREA112 (A)EGRESS WIDTH 207" EW =1,379 OCC84 SFTEMP STORAGE174224 SFHOCKEYSTORAGE17398 SFIT/GENSTORAGE17612GENDERWCLVSHWUR1311UNISEXGENDERWCLVSHWUR1001UNISEXGENDERWCLVSHWUR3512UNISEXGENDERWCLVSHWUR6065MALEGENDERWCLVSHWUR1001UNISEXGENDERWCLVSHWUR70028FEMALEGENDERWCLVSHWUR2011MENGENDERWCLVSHWUR1001UNISEXGENDERWCLVSHWUR4053MALEGENDERWCLVSHWUR70011FEMALEGENDERWCLVSHWUR1311UNISEXGENDERWCLVSHWUR1101UNISEXGENDERWCLVSHWUR1001UNISEXF.4F.63043 SFMERCYHEALTHARENA NORTHSEATING136 (A)3311 SFMERCYHEALTHARENA SOUTHSEATING136 (B)EGRESS WIDTH 68" EW = 453 OCC72 SFDRY STORAGE115 (C)53 SFELECTRICAL11377 SFLOCKERALCOVE101 (A)1963 SFMULTIPURPOSESEATING154 (A)TD = 102' TD = 46' TD = 91' TD = 117' -6" 1441 SFICE RINKCIRCULATION1351165 SFICE RINKCIRCULATION1512089 SFPASSAGE1443543 SFPASSAGE130MULTIPURPOSESEATING154 (A)5198 SFMULTIPURPOSEAREACIRCULATION154 (B)4218 SFICE ARENALOBBY117M.377 SFVESTIBULE171154 SFSTORAGE135(A)37' - 6"37' - 6"37' - 6"L.4L.8SRSRSRSRSRSRSMSRSRSRSMSMSRSMSMSRSREGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 102" EW = 680 OCCEGRESS WIDTH 34" EW = 226 OCCEGRESS WIDTH 40" EW = 266 OCCEGRESS WIDTH 34" EW = 226 OCCEGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 34" EW = 226 OCCTOT EGRESS WIDTH 173" EW =1,153 OCC69 SFAV CLOSET157 (A)54 SFAV CLOSET167 (B)210' TRAVEL DISTANCE240' TRAVEL DISTANCE18 SFCLOSET172(A)64 SFCLOSET133(A)L.7857 SFMALLCONNECTION164GENDERWCLVSHWUR1001UNISEXGENDERWCLVSHWUR3004WOMENADD ALT 2/3 SEE CODE SHEET A0.3ADD ALT 1 SEE CODE SHEET A0.3SMSMSMSRSMSMSRSR59 SFWELLNESSROOM119EXISTING MALL EGRESS PATH TO BE MAINTAINED WITH NO MODIFICAITIONS FROM PREVIOUS APPROVED EGRESS PATH.79' - 0 3/8"THE DRAWINGS CONTAINED IN THIS SET DESCRIBE A 111,862 SF, 1-STORY (A) ASSEMBLY BUILDING WITH UPPER MEZZANINE - NEW CONSTRUCTION BUILDING WITH BUSINESS AND FOOD SERVICE AS ACCESSORIES. EXTERIOR WORK INCLUDES LANDSCAPING, STORM / SANITARY SEWER MODIFICATIONS, PAVING, AND EXTERIOR LIGHTING IMPROVEMENTS.FIRE AREAFIRST FLOOR 111,862 SFMEZZANINE FLOOR (YELLOW AREA ON 2/A0.4) 13,446 SFTOTAL 125,308 SFBUILDING AREA (NOT INCLUDING ALTERNATES)TOTAL 111,862 SFBUILDING CONSTRUCTIONEXTERIOR WALLS: PREFAB PRECAST WALL PANELS w/ METAL PANEL / STONE / CMU CLADDINGINTERIOR WALLS: MASONRY, METAL STUD & GYP BRDFLOOR DECK: PRECAST PLANK, CONCRETEROOF: METAL DECK/ FLAT ROOF (≤2/12 SLOPE): MEMBRANE / INSULATION / STEEL FRAMING FULL AUTOMATIC SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE WITH NFPA-13.CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONMAIN OCCUPANCY: ASSEMBLY GROUP A303.4 A-3 ASSEMBLY (25,642 SF) INCLUDING FOOD SERVICE (797 SF) AS AN ACCESSORY OCCUPANCY 303.5 A-4 ASSEMBLY (86,220 SF)INCLUDING FOOD SERVICE (911 SF) AND OFFICE (3,927 SF) AS AN ACCESSORY OCCUPANCYADD ALT 1 303.4 A3 ASSEMBLY (6,320 SF) INCLUDING OFFICE (1,305 SF) AS AN ACCESSORY OCCUPANCYADD ALT 2/3303.5 A-4 ASSEMBLY (3,678 SF)INCLUDING OFFICE (374 SF) AS AN ACCESSORY OCCUPANCYTOTAL ACCESSORY AREA WITHOUT ALT 1-3 = 5,635 SFTOTAL ACCESSORY AREA WITH ALT 1-3 = = 7,314 SFCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY402.4.1.2. ANCHOR BUILDINGS - THE BUILDING AREA AND BUILDING HEIGHT OF ANY ANCHOR BUILDING SHALL BE BASED ON THE TYPE OF CONSTRUCTION AS REQUIRED BY SECTION 503 AS MODIFIED BY SECTION 504 AND 506- EXCEPTION: THE BUILDING AREA OF ANY ANCHOR BUILDING SHALL NOT BE LIMITED PROVIDED THE ANCHOR BUILDING IS NOT MORE THAN 3 STORIES ABOVE GRADE PLAN, AND IS OF TYPE I,II,III,IV CONSTRUCTION402.4.2.2 AN ANCHOR BUILDING SHALL BE SEPARATED FROM COVERED MALL BUILDING BY FIRE WALLS COMPLYING WITH SECTION 706-EXCEPTION #1 - ANCHOR BUILDINGS OF NOT MORE THAN 3 STORIES ABOVE GRADE THAT HAVE AN OCCUPANCY CLASSIFICATION THE SAME AS THAT PERMITTED FOR TENANTS OF THE MALL BUILDING SHALL BE SEPARATED BY 2 HOUR FIRE RESISTANCE RATED FIRE BARRIERS COMPLYING WITH SECTION 707402.4.2.2.1 OPENINGS BETWEEN ANCHOR BUILDINGS OF TYPE IA,IB,IIA,IIB CONSTRUCTION AND THE MALL NEED NOT BE PROTECTEDCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS504.3(T) MAXIMUM ALLOWABLE HEIGHT: A-3 & A-4: 75 FEET (SPRINKLERED PER 903.3.1.1 NFPA 13)504.4(T) MAXIMUM ALLOWABLE STORIES:: A-3 & A-4: 3 STORIES (SPRINKLERED PER 903.3.1.1 NFPA 13)505.2 MEZZANINES - A MEZZANINE IN COMPLIANCE WITH SECTION 505.2 SHALL BE CONSIDERED A PORTION OF THE STORY BELOW. SUCH MEZZANINES SHALL BE INCLUDED IN DETERMINING FIRE AREA. THE CLEAR HEIGHT ABOVE AND BELOW THE MEZZANINE FLOOR CONSTRUCTION SHALL BE NOT LESS THAN 7 FT.505.2.1 THE AGGREGATE AREA OF A MEZZ IN BUILDINGS I AND II CONSTRUCTION SHALL BE NOT GREATER THAN 1/2 OF THE FLOOR AREA OF THE ROOM IN BUILDINGS EQUIPPED WITH AND APPROVED AUTOMATIC SPRINKLER SYSTEM (MERCYHEALTH ARENA = 34,629 SF)507.4 THE AREA OF A GROUP A-4 BUILDING NO MORE THAN ONE STORY ABOVE GRADE PLANE OF OTHER THAN TYPE V CONSTRUCTION, OR THE AREA OF A GROUP B, F, M OR S BUILDING NO MORE THAN ONE STORY ABOVE GRADE PLANE OF ANY CONSTRUCTION TYPE, SHALL NOT BE LIMITED WHERE THE BUILDING IS PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1 AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18288 MM) IN WIDTH.508.2.3 AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY.(REFER TO CODE ANALYSIS CHAPTER 3)509 INCIDENTAL USE REFRIGERANT MACHINERY ROOM - 1 HR RATING IS NOT REQUIRED WHEN AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED (1-HOUR FIRE-RATED ENCLOSURE AND DOOR ARE PROVIDED IN THIS PROJECT).CHAPTER 6 TYPES OF CONSTRUCTION601 TYPE II-B (TWO-B) CONSTRUCTION (NON-COMBUSTIBLE, UNPROTECTED)0 HR PRIMARY STRUCTURAL FRAME0 HR EXTERIOR BEARING WALLS0 HR INTERIOR BEARING WALLS 0 HR EXTERIOR NON BEARING WALLS (PER TBL 602)0 HR INTERIOR NON BEARING WALLS0 HR FLOOR CONSTRUCTION (INCL. SECONDARY MEMBERS)0 HR ROOF CONSTRUCTION (INCL. SECONDARY MEMBERS) 0 HR EXIT ENCLOSURES (PER 1023.2)- OPEN STAIRWAY 1 HR ELEVATOR SHAFT (PER 3002.1 AND 713.4)CHAPTER 7 FIRE RESISTANCE RATED CONSTRUCTION703.3 PERSPECTIVE DESIGNS OF FIRE RESISTANCE RATINGS ARE ALLOWED FROM APPROVED SOURCES, FROM SECTION 721 OR CALCULATIONS FROM SECTION 722.705.2.1 PROJECTIONS FROM EXTERIOR WALLS OF TYPE II CONSTRUCTION SHALL BE NON-COMBUSTIBLE OR AS ALLOWED BY 1406.3 AND 1406.4705.8 NO LIMIT ON EXTERIOR WALL OPENINGS IN SPRINKLERED BUILDINGS WITH 30' OR GREATER FIRE SEPARATION DISTANCECHAPTER 8 INTERIOR FINISHES803.11(T) WALL/CEILING FINISHES IN SPRINKLERED SPACES (ASSEMBLY - A3 & A4)TO BE CLASS "C" @ ROOMS/ENCLOSED SPACES CHAPTER 9 FIRE PROTECTION SYSTEMS903.2.1.3 AUTOMATIC SPRINKLER SYSTEM IS REQUIRED IN OCCUPANCY A-3/A-4 WHERE FIRE AREA EXCEEDS 12,000 SQUARE FEET OR OCCUPANT LOAD IS GREATER THAN 300903.3.1.1 AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED PER NFPA 13.905.3.1 CLASS "1" STANDPIPE SYSTEM IS ALLOWED WHEN AN AUTOMATIC SPRINKELER SYSTEM IS PROVIDED906.3(T) PORTABLE FIRE EXTINGUISHERS ARE REQUIRED PER CLASS A FIRE HAZARDS (MAX 75' TRAVEL DISTANCE)907.2.1.1 ACTIVATION OF THE FIRE ALARM IN GROUP A OCCUPANCIES WITH AN OCCUPANT LOAD OF 1,000 OR MORE SHALL INITIATE A SIGNAL USING AN EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2CHAPTER 10 MEANS OF EGRESS1004.1.2 DESIGN OCCUPANT LOAD (FLOOR AREA IN SF/OCC) 4,849 OCCTOTAL BUILDING OCCUPANTS (ASSUMES EVERY SPACE IS FULLY AND CONCURRENTLY OCCUPIED ACCORDING TO CODE RATIOS) A3 MULTI-USE CONVENTION SPACE: 1,475 OCC (SEATING LAYOUT + PLATFORM)A4 MULTIPURPOSE AREA: 1,621 OCC (SEATING LAYOUT + PLATFORM)A-4 MERCY HEALTH ARENA: 1,568 OCC (SEATING LAYOUT + TWO TEAMS,COACHES & TRAINERS)MEETING ROOMS: 90 OCC (15 NET)OFFICE/FOOD SERVICE: 42 OCC (100/200 GROSS)UTILITY/MECH: 25 OCC (300 GROSS)STORAGE: 28 OCC (300 GROSS)1005.3.2 A MEANS OF EGRESS FACTOR OF 0.15" PER OCCUPANT IS PERMITTED WHEN (1) AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED(2) AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS PROVIDED0.15 PER OCCUPANT, DOORS, HORIZONTAL EXITS AND CORRIDORS4,849 OCCUPANTS EXITING728" REQUIRED (927" EGRESS WIDTH PROVIDED)1006.3.1(T) MINIMUM EXITS PER STORYGREATER THAN 1,000 OCCUPANTS = 4 EXITS MINIMUM (11 MEANS OF EGRESS PROVIDED)1007.1.1 WHERE TWO EXITS AREA REQUIRED, THEY MUST BE SEPARATED BY 1/3 THE MAX DIAGONAL DIMENSION OF THE ROOM. 1009.1 WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH PORTION OF THAT SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.1009.8 2-WAY COMMUNICATION IS NOT REQUIRED AT MEZZ ELEVATOR LANDING1010.1.1 CLEAR WIDTH OF DOOR OPENING TO BE 32" MIN.1010.1.2.1 DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS1011.12.2 IN BUILDINGS WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF HATCH NOT LESS THAN 16 SQUARE FEET AND A MINIMUM DIMENSION OF 2'.1017.2 MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 250 FEET IN SPRINKLERED ASSEMBLY (A3 & A4 ASSEMBLY) 1020.4 DEAD END CORRIDORS LIMITED TO 20' IN LENGTH IN SPRINKLERED GROUP ASSEMBLY BUILDINGS. CHAPTER 11 ACCESSIBILITY1103.2.9 EQUIPMENT SPACES - SPACES FREQUENTED ONLY BY SERVICE PERSONNEL ARE NOT REQUIRED TO COMPLY WITH THIS CHAPTER 1104.1 SITE ARRIVAL POINTS - AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE ENTRANCE (3 ACCESSIBLE ENTRANCES PROVIDED)1104.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS, AND SPACES ON THE SAME SITE1105.1 IN ADDITION TO ACCESSIBLE ENTRANCES REQ'D BY SECTION 1105.1.1 THROUGH 1107.1.7, AT LEAST 60% OF ALL PUBLIC ENTRANCES TO BE ACCESSIBLE (3 ACCESSIBLE ENTRANCES PROVIDED)1109.2 AT LEAST ONE OF EACH TYPE OF ELEMENT OR FIXTURE IS PROVIDED TO BE ACCESSIBLE.ELEMENTS AND FIXTURES INCLUDE SUCH THINGS AS WATER CLOSETS, LAVATORIES, MIRRORS, PAPER TOWEL DISPENSERS AND ELECTRIC HAND DRYERS AND OTHER DEVICES USED BY OCCUPANTS1109.2.1 IN ASSEMBLY OCCUPANCY, AN ACCESSIBLE FAMILY OR ASSISTED-USE TOILET ROOM SHALL BE PROVIDED WHERE AN AGGREGATE OF SIX OR MORE MALE AND FEMALE WATER CLOSETS IS REQUIRED. FIXTURES LOCATED WITHIN FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS SHALL BE INCLUDED IN DETERMINING THE NUMBER OF FIXTURES PROVIDED IN AN OCCUPANCY.1109.2.2 WHERE WATER CLOSET COMPARTMENTS ARE PROVIDED IN A TOILET ROOM OR BATHING ROOM, AT LEAST 5% OF THE TOTAL NUMBER OF COMPARTMENTS SHALL BE WHEELCHAIR ACCESSIBLE. WHERE THE COMBINED TOTAL WATER CLOSET COMPARTMENTS AND URINALS PROVIDED IN A TOILET ROOM OR BATHING ROOM IS SIX OR MORE, AT LEAST 5 % OF THE TOTAL NUMBER OF COMPARTMENTS SHALL BE AMBULATORY ACCESSIBLE, PROVIDED IN ADDITION TO THE WHEELCHAIR-ACCESSIBLE COMPARTMENT.1109.2.3 WHERE SINKS ARE PROVIDED, AT LEAST 5% BUT NOT LESS THAN ONE MUST BE ACCESSIBLE. (ALL LAVATORIES PROVIDED IN THIS PROJECT ARE ACCESSIBLE)1109.4 KITCHENS AND KITCHENETTES SHALL BE ACCESSIBLE1109.5.2 DRINKING FOUNTAINS - 50% OF PROVIDED DRINKING FOUNTAINS SHALL BE ACCESSIBLE1109.7 ELEVATORS SHALL BE ACCESSIBLECHAPTER 15 ROOFING1505.1 PROVIDE A MIN. CLASS "C" ROOF ASSEMBLY FOR TYPE II-B BUILDINGS.CHAPTER 24 GLASS AND GLAZING2406.1 SAFETY GLAZING IS REQUIRED AT HAZARDOUS LOCATIONS LISTED BELOW AND SHALL COMPLY WITH CATEGORY II OF CPSC 16 CFR 12012406.4.1 GLAZING IN DOORS 2406.4.2 GLAZING ADJACENT TO DOORS WITHIN 24" ARC AND BOTTOM OF GLAZING IS LESS THAN 60" AFF2406.4.3 GLAZING IN WINDOWS WHERE INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET AND BOTTOM EDGE IS WITHIN 18" AFF AND TOP EDGE OF GLAZING IS GREATER THAN 36" AFF OR IF WALKING SURFACE IS WITHIN 36" OF THE WINDOW SURFACE2406.4.4 GLAZING IN GUARDS AND RAILINGSCHAPTER 26 PLASTIC2603.4.1.5 A THERMAL BARRIER IS NOT REQUIRED FOR FOAM PLASTIC INSULATION THAT IS PART OF A CLASS A, B, OR C ROOF COVERING ASSEMBLY, PROVIDED THE ASSEMBLY WITH THE FOAM PLASTIC SATISFACTORILY PASSES NFPA 276 OR UL 1256LENGTH (NORTH/SOUTH): 405'-8"'WIDTH (EAST/WEST): 338'-6"PERIMETER LENGTH: 1,522'-0"HEIGHT: 32' - 4"OCCUPANCY: PRIMARY OCCUPANCY (A-3 & A-4) CONSTRUCTION TYPE: IIB (TWO-B) UNPROTECTEDAPPLICABLE BUILDING CODES:• IBC 2015 • WISCONSIN COMMERCIAL BUILDING CODE (CH. SPS 318) ELEVATORS, ESCALATORS, AND LIFT DEVICES(CH. SPS 361-366)• IFGC 2015 • IMC 2015• IEBC 2015• IECC 2015 • ICC/A 117.1-2009 • IFC (WHERE REFERENCED BY OTHER I-CODES) • WISCONSIN ADMINISTRATIVE PLUMBING CODES (SPS 381-384) • 2017 NATIONAL ELECTRICAL CODE & WISCONSIN (SPS 316)• COJ SIGN CODE – CHAPTER 28BUILDING DATANNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR LIFE SAFETYPLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A0.210/13/2023220025.00C2023-153/64" = 1'-0"1FIRST FLOOR LIFE SAFETY -OVERALLTOTAL PLUMBING FIXTURESTITLEMEN WOMEN UNISEX TOTALBASE BIDWATER CLOSET9 43 10 62ADA STALLS3 4 9 16AMBULATORY STALLS2 3 0 5URINALS12 0 3 15LAVATORIES12 17 11 40SHOWERS0 0 12 12SERVICE SINKS0 0 4 4DRINKING FOUNTAINS0 0 10 10ADD ALT 3WATER CLOSET0 0 6 68ADA STALLS0 0 3 19AMBULATORY STALLS0 0 0 5URINALS0 0 2 18LAVATORIES0 0 5 45SHOWERS0 0 10 22SERVICE SINKS0 0 0 4DRINKING FOUNTAINS0 0 0 10*ALL LAVATORIES ARE ADA ACCESSIBLE *NOTE IN REGARDS TO CONVENTION/SEASONAL EVENTSPER SPS 362.2900 ADDITIONAL CRITERIA FOR TOILETS:(1) PLUMBING FIXTURE ALTERNATIVES 3. PORTABLE RESTROOMS RECOGNIZED UNDER CH SPS391 MAYBE SUBSTITUTED FOR WATER CLOSETS REQUIRED UNDER IBC CHAPTER 29 FOR BUILDINGS ACCOMODATING EVENTS OR TEMPORARY OCCUPANCIES NOT EXCEEDING 12 CONSECUTIVE DAYS OR AS APPROVED BY THE DEPARTMENT10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCDNCC1FB1FB1FB1FB1FB1FB1FB1FB
HCHCHCHCDNLIFE SAFETY LEGEND= ACCESSIBLE TOILET ROOMS/WC= MEANS OF EGRESSTD=50'= TOTAL EGRESS TRAVEL DISTANCE= ACCESSIBLE ENTRANCE/EXIT= FIRE EXTINGUISHER LOCATION WITH 75' RADIUSSR = SEMI RECESSED SM = SURFACE MOUNTED = 1 HOUR FIRE BARRIER• ALL PENETRATIONS SEALED FOR ONE HOUR FIRE RATING / DAMPERS AT DUCT PENETRATIONS• DOORS: 45-MINUTE RATED IN FIRE RATED FRAME WITH CLOSER & POSITIVE LATCHING= ASSEMBLY (A-3)34"/236 OCC.. = EGRESS COMPONENT & INCHES OF EGRESS WIDTH / OCC.. LOAD CAPACITYOCCUPANCYFIRE RATING1FB1FBSYMBOLSUSEAREASF/OccOccsSTORAGE2400300= ROOM / SPACE OCCUPANCY TAGDOOR = 2 HOUR FIRE BARRIER• ALL PENETRATIONS SEALED FOR TWO HOUR FIRE RATING / DAMPERS AT DUCT PENETRATIONS• DOORS: 90 MINUTE RATED IN FIRE-RATED FRAME WITH CLOSER & POSITIVE LATCHING2FB 2FB 2FB 2FB 2FB1FB 1FB= FLOOR 1 EGRESS DISTANCE= MEZZANINE EGRESS DISTANCE= ASSEMBLY (A-4)= MEZZANINE FIRE AREA ABEFHJKMPQCDN12345687F.3F.9GG.8LL.6M.45.87.29MECHANICAL COURTROOFROOFROOFROOFROOF ACCESSMATCHLINE BB46' - 0 1/2"ROOFROOF142' TRAVEL
DISTANCE 144' TRAVEL DISTANCE142' - 5" TRAVEL DISTANCE125' TRAVEL DISTANCE53 SFROOF ACCESS204380 SFSPONSOR SUITE202208 SFPRESS BOX2038495 SFMEZZANINE20112F.4F.691 SEATS135 SEATS93 SEATS119 SEATS89 SEATS44 SEATS571 SEATS187 SEATS75 SEATS62 SEATS126 SEATS126 SEATS622 SEATS1,193 SEATS206 STANDING RAIL33 CORNER RINK SUITES38 CENTER RINK SUITES15 HC + 15 COMPANION1,500 TOTAL SPECTATOR COUNT46 SEATS213 SFCORNER SUITE205148 SFADA ANDCOMPANION206205 SFADA ANDCOMPANION207258 SFCORNER SUITE208164 SFADA ANDCOMPANION209MERCYHEALTHARENA NORTHSEATING136 (A)MERCYHEALTHARENA SOUTHSEATING136 (B)17 SRT17 SRT 8 SRT28 SRT6 SRT 5 SRT 4 SRT 17 SRT 5 SRT3 SRTM.326' - 11 5/8"L.4L.8SMSRSM SMSRSMEGRESS WIDTH 76" EW = 506 OCCEGRESS WIDTH 76" EW = 506 OCCEGRESS WIDTH 48" EW = 320 OCCEGRESS WIDTH 68" EW = 266 OCCEGRESS WIDTH 48" EW = 320 OCC8 SFAV CLOSET21021 SRT 21 SRT21 SRT21 SRTL.758 SFELEV152PQ5ADD ALT TEAMROOM (B)18220 PERSONS993 SF LOCKER ROOM163 SFCOACHESOFFICE183ADD ALT TEAMROOM (C)18414 PERSONS714 SF LOCKER ROOMCOACHESOFFICE1852 PERSONS124 SF OFFICEADD ALT TEAMROOM (A)18120 PERSONS946 SF LOCKER ROOMCOACHESOFFICE1801 PERSONS87 SF OFFICEGENDERWCLVSHWUR2412UNISEXGENDERWCLVSHWUR2412UNISEXGENDERWCLVSHWUR1202UNISEXSR68" EGRESS WIDTH = 453 OCCABEFCD45687F.35.87.29EGRESS WIDTH 68" EW = 453 OCCEGRESS WIDTH 34" EW = 226 OCCEGRESS WIDTH 68" EW = 453 OCCF.46338 SFEXPANDEDMULTIPURPOSEROOM186SRSRSREGRESS WIDTH 68" EW = 453 OCC576 SFADD ALT 1MEETING ROOM(B)187576 SFADD ALT 1MEETING ROOM(A)18898 SFADD ALT 1 FIRSTAID190104 SFADD ALT 1STORAGE189186' TRAVEL DISTANCE234' TRAVEL DISTANCE71 SFFAMILYRESTROOM191Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOOR LIFESAFETY PLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A0.310/13/2023220025.00C2023-153/64" = 1'-0"2MEZZANINE FLOOR PLAN -OVERALL -LIFE SAFETY3/64" = 1'-0"1FIRST FLOOR LIFE SAFETY -ADD ALT 2/3 -ENLARGED3/64" = 1'-0"3FIRST FLOOR LIFE SAFETY -ADD ALT 1 -ENLARGEDOCCUPANCY AND OCCUPANCY LOAD TABLE - ADD ALT 2/3ROOMNUMBERROOM NAMEUSEDESCRIPTIONAREA AREA/OCC GROSS/NET OCC180 COACHES OFFICE OFFICE 87 SF 100 GROSS 1181 ADD ALT TEAM ROOM (A) LOCKER ROOM 946 SF 50 GROSS 20182 ADD ALT TEAM ROOM (B) LOCKER ROOM 993 SF 50 GROSS 20183 COACHES OFFICE OFFICE 163 SF 100 GROSS 2184 ADD ALT TEAM ROOM (C) LOCKER ROOM 714 SF 50 GROSS 14185 COACHES OFFICE OFFICE 124 SF 100 GROSS 2OCCUPANCY AND OCCUPANCY LOAD TABLE - ADD ALT 1ROOMNUMBERROOM NAMEUSEDESCRIPTIONUSE DESCRIPTION AREA ROOM NUMBERAREA/OCCGROSS/NET OCC186 EXPANDED MULTIPURPOSE ROOM A-3 A-3 6338 SF 186 15 NET 1711187 ADD ALT 1 MEETING ROOM (B) A-3 A-4 576 SF 187 15 NET 39188 ADD ALT 1 MEETING ROOM (A) A-3 A-4 576 SF 188 15 NET 39189 ADD ALT 1 STORAGE OFFICE A-4 104 SF 189 300 GROSS 1190 ADD ALT 1 FIRST AID OFFICE A-4 98 SF 190 100 GROSS 2191 FAMILY RESTROOM RESTROOM A-4 71 SF 191OCCUPANCY AND OCCUPANCY LOAD TABLEROOMNUMBERROOM NAMEUSE DESCRIPTIONPER 1004OCCUPANCY AREAAREA/OCCGROSS/NET OCC100 VESTIBULE CIRCULATION A-3 491 SF101 MAIN LOBBY CIRCULATION A-4 4743 SF101 (A) LOCKER ALCOVE STORAGE A-4 77 SF 300 GROSS 1102 MEETING ROOM (A) A-3 A-4 666 SF 100 GROSS 45103 MEETING ROOM (B) A-3 A-4 665 SF 100 GROSS 45104 STOR STORAGE A-4 152 SF 300 GROSS 1105 FIRST AID OFFICE A-4 171 SF 100 GROSS 2106 FAMILY RR RESTROOM A-4 52 SF106A MENS RESTROOM A-4 172 SF106B WOMENS RESTROOM A-4 226 SF107 CHECK-IN/RENTAL OFFICE A-4 240 SF 100 GROSS 3108 SKATE RENTAL OFFICE A-4 350 SF 100 GROSS 4109 BREAKROOM OFFICE A-4 184 SF 100 GROSS 2110 OFFICE OFFICE A-4 112 SF 100 GROSS 2111 OFFICE OFFICE A-4 158 SF 100 GROSS 2112 ADMIN OFFICE A-4 371 SF 100 GROSS 4112 (A) COPY AREA STORAGE A-4 101 SF 300 GROSS 1113 ELECTRICAL UTILITY A-4 53 SF 300 GROSS 1114 J.C. UTILITY A-4 59 SF 300 GROSS 1115 (A) FOOD PREP COMMMERCIAL KITCHEN A-4 481 SF 200 GROSS 3115 (B) CONCESSIONS COMMMERCIAL KITCHEN A-4 196 SF 200 GROSS 2115 (C) DRY STORAGE COMMMERCIAL KITCHEN A-4 72 SF 200 GROSS 1116 BEER SALES COMMMERCIAL KITCHEN A-4 153 SF 200 GROSS 1117 ICE ARENA LOBBY CIRCULATION A-4 4218 SF118 VESTIBULE CIRCULATION A-4 210 SF119 WELLNESS ROOM OFFICE A-4 Not Placed 100 GROSS 1119 WELLNESS ROOM OFFICE A-4 59 SF 100 GROSS 1120 FAMILY RESTROOM RESTROOM A-4 Not Placed120 FAMILY RESTROOM RESTROOM A-4 70 SF121 MEN'S RESTROOM A-4 647 SF122 WOMENS RESTROOM A-4 1059 SF123 WET TEAM ROOM 4 LOCKER ROOM A-4 360 SF 50 GROSS 8124 WET TEAM RR RESTROOM A-4 205 SF125 WET TEAM ROOM 3 LOCKER ROOM A-4 377 SF 50 GROSS 8126 TEAM ROOM 5 LOCKER ROOM A-4 342 SF 50 GROSS 7127 TEAM ROOM 4 LOCKER ROOM A-4 336 SF 50 GROSS 7128 UNISEX TLT RESTROOM A-4 53 SF129 TRAINING OFFICE A-4 265 SF 100 GROSS 3130 PASSAGE CIRCULATION A-4 3543 SF131 LAUNDRY UTILITY A-4 97 SF 300 GROSS 1132 MAIN TEAM ROOM LOCKER ROOM A-4 1227 SF 50 GROSS 25133 MAIN COACH OFFICE A-4 190 SF 100 GROSS 2133(A) CLOSET STORAGE A-4 64 SF 300 1134 ELEC UTILITY A-4 210 SF 300 GROSS 1135 ICE RINK CIRCULATION CIRCULATION A-4 1441 SF135(A) STORAGE STORAGE A-4 154 SF 300 GROSS 1136 MERCYHEALTH ARENA ICE RINK A-4 16327 SF 50 GROSS 327136 (A) MERCYHEALTH ARENA NORTH SEATING SPECTATING A-43043 SF 1.5 18" PER OCC 571136 (B) MERCYHEALTH ARENA SOUTH SEATING SPECTATING A-43311 SF 1.5 18" PER OCC 622137 Y.H. STORAGE STORAGE A-4 671 SF 300 GROSS 3138 WET TEAM ROOM #1 LOCKER ROOM A-4 347 SF 50 GROSS 7139 WET TEAM RR RESTROOM A-4 206 SF140 WET TEAM ROOM #2 LOCKER ROOM A-4 444 SF 50 GROSS 9141 UNISEX TLT RESTROOM A-4 58 SF142 J.C. UTILITY A-4 74 SF 300 GROSS 1143 YH COACH OFFICE A-4 273 SF 100 GROSS 3144 PASSAGE CIRCULATION A-4 2089 SF145 REFEREE OFFICE A-4 224 SF 100 GROSS 3146 REFEREE RR RESTROOM A-4 136 SF147 TEAM ROOM 1 LOCKER ROOM A-4 347 SF 50 GROSS 7148 TEAM ROOM 2 LOCKER ROOM A-4 347 SF 50 GROSS 7149 TEAM ROOM 3 LOCKER ROOM A-4 347 SF 50 GROSS 7150 IT UTILITY A-4 154 SF 100 GROSS 1151 ICE RINK CIRCULATION CIRCULATION A-4 1165 SF152 ELEV CIRCULATION A-4 58 SF153 GEN STORAGE UTILITY OR STORAGE A-4 53 SF 100 GROSS 1154 MULTI-PURPOSE AREA ASSEMBLY / ICE RINK A-4 16333 SF50 GROSS 327154 (A) MULTIPURPOSE SEATING SPECTATING A-4 1963 SF 18" PER OCC 228154 (B) MULTIPURPOSE AREA CIRCULATION CIRCULATION/ ASSEMBLY A-4 5198 SF 50 GROSS 104155 LOBBY / LINK CIRCULATION A-3 2667 SF156 MULTI-USE CONVENTION SPACE ASSEMBLY A-3 19343 SF 7 NET 1475157 ELECTRIC UTILITY A-3 143 SF 300 GROSS 1157 (A) AV CLOSET UTILITY A-3 69 SF 50 GROSS 1158 STORAGE STORAGE A-3 273 SF 300 GROSS 1159 WARMING ROOM FOOD SERVICE A-3 797 SF 200 GROSS 4160 LOADING/RECEIVING/STORAGE STORAGE A-3 1175 SF 300 GROSS 5162 FAMILY TLT RESTROOM A-4 68 SF163 J.C. UTILITY A-3 42 SF 300 GROSS 1164 MALL CONNECTION CIRCULATION A-4 857 SF165 WOMEN'S RESTROOM A-4 503 SF166 MEN'S RESTROOM A-4 468 SF167 GENERAL BUILDING STORAGE STORAGE A-4 2479 SF 300 GROSS 9167 (B) AV CLOSET UTILITY A-4 54 SF 50 GROSS 1168 MECHANICAL UTILITY A-4 176 SF 300 GROSS 1169 ELECTRICAL UTILITY A-4 161 SF 300 GROSS 1170 RESURFACER/ SHOP TOOLS/LAUNDRY UTILITY A-4 1443 SF 300 GROSS 5171 VESTIBULE CIRCULATION A-4 77 SF172 REFRIGERATION UTILITY A-4 966 SF 300 GROSS 4172(A) CLOSET STORAGE A-4 18 SF 300 1173 HOCKEY STORAGE STORAGE A-4 224 SF 300 GROSS 1174 TEMP STORAGE STORAGE A-3 84 SF 300 GROSS 1175 F.S. STORAGE STORAGE A-4 98 SF 300 GROSS 1176 IT/GEN STORAGE STORAGE A-3 98 SF 300 GROSS 1179 METER/RISER UTILITY A-4 207 SF 300 GROSS 1201 MEZZANINE SPECTATING A-4 8495 SF 1.5 18" PER OCC 206202 SPONSOR SUITE SPECTATING A-4 380 SF 15 GROSS 16203 PRESS BOX A-4 A-4 208 SF 15 GROSS 15204 ROOF ACCESS UTILITY A-4 53 SF 300 GROSS 1205 CORNER SUITE SPECTATING A-4 213 SF 15 NET 15206 ADA AND COMPANION SPECTATING A-4 148 SF 36" PER OCC 6207 ADA AND COMPANION SPECTATING A-4 205 SF 36" PER OCC 6208 CORNER SUITE SPECTATING A-4 258 SF 15 NET 18209 ADA AND COMPANION SPECTATING A-4 164 SF 36" PER OCC 6210 AV CLOSET UTILITY A-4 8 SF 50 GROSS 1OPEN TO BELOWOPEN TO BELOWOPEN TO BELOW10/04/2023BID DOCUMENT SET
Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:LIFE SAFETY -OCCUPANCY ANDFIXTURESWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A0.410/13/2023220025.00C2023-15THIS BUILDING IS COMPRISED OF THREE MAJOR USE SPACES, TWO MINOR USE SPACES AND ACCESSORY USE SPACES DESCRIBED AS FOLLOWS:1. MULTI-USE CONVENTION SPACE, USES INCLUDE:A. DRY-FLOOR SPORTING EVENT TOURNAMENTS, PRACTICES (BASKETBALL, VOLLEYBALL, PICKLEBALL, ETC)B. CONVENTION SPACE (BOOTHS, DINING, BREAKOUT SESSIONS, COMBINATIONS THEREOF)C. CONFERENCES AND SEMINARS (CHAIRS IN AN AUDIENCE SETTING, PORTABLE STAGE AND PRESENTER)2. MULTI-PURPOSE AREAA. ICE SKATING RINK – SEASONAL (6 MONTHS OUT OF THE YEAR). PRACTICES, GAMES, OPEN-SKATEB. DRY-FLOOR SPORTING EVENT TOURNAMENTS, PRACTICES (BASKETBALL, VOLLEYBALL, PICKLEBALL, ETC)C. CONVENTION SPACE (BOOTHS, DINING, BREAKOUT SESSIONS, COMBINATIONS THEREOF)D. CONFERENCES AND SEMINARS (CHAIRS IN AN AUDIENCE SETTING, PORTABLE STAGE AND PRESENTER))3. MERCYHEALTH ARENAA. FIXED ICE ARENA WITH FIXED SEATING BLEACHERS, STANDING RAIL (RINK-SIDE AND MEZZANINE) AND SUITE SEATINGB. LOCKER ROOM AND TEAM ROOM SPACES SUPPORTING THE ARENA.4. MEETING ROOMA. DIVISIBLE MEETING ROOM, GENERALLY USED IN SUPPORT/COMBINATION OF CONVENTION OR CONFERENCE EVENTS5. OFFICE SUITEA. TWO PRIVATE OFFICES, FOUR OPEN OFFICES AND TWO RECEPTION STATIONS.6. ACCESSORY STORAGE AND MECHANICALA. COMBINED SQUARE FOOTAGE OF ALL STORAGE AND MECHANICAL ROOMSTHE OCCUPANT LOAD OF THE BUILDING COULD VARY SIGNIFICANTLY, DEPENDING ON THE USE OF THE SPACE AND THE OPERATIONAL SCHEDULING OF THE SPACE. THE FOLLOWING ARE SITUATIONAL OCCUPANT LOADS DEPENDING ON THE ANTICIPATED USES. THE “POTTY-PARITY” CODE REQUIREMENT IN SPS 362.2902 (WHEREVER MORE THAN 500 PEOPLE CONGREGATE AND MORE THAN THE REQUIRED MINIMUM NUMBER OF WATER CLOSETS OR URINALS ARE PROVIDED FOR MALES, TWICE AS MANY OF THOSE ADDITIONAL TOILET FACILITIES SHALL BE PROVIDED FOR FEMALES) IS SATISFIED IN MOST SCENARIOS. . SPS362.2902 AMENDMENTS TO THE IBC FOR A-4 OCCUPANCIES ARE INCORPORATED INTO THESE CALCULATIONS. NOTE: EGRESS WIDTH HAS BEEN CALCULATED BASED ON SCENARIO A (WORST-CASE MAXIMUM CAPACITY) OCCUPANT LOADING. CHAPTER 29 PLUMBING SYSTEMS2902.1 SEE PLUMBING CALCULATION BELOWWATER CLOSETSASSEMBLY (A3) - 1 PER 125 MALE & 1 PER 65 FEMALEASSEMBLY (A4) - 1 PER FIRST 75 FOR FIRST 1,500 THEN 1 PER 120 REMAINING FOR MALES - 1 PER FIRST 37 FOR FIRST 1,500 THEN 1 PER 60 REMAINING FOR FEMALES (SPS 362.2902(1)(C)(3))BUSINESS - 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50S-2 - 1 PER 100OCCUPANT LOAD APPROACH• EACH OF THE THREE MAJOR SPACES IS FULLY OCCUPIED IN THE HIGHEST EXPECTED CAPACITYTHIS IS THE WORST-CASE SCENARIO, BUT IN REALITY, IS NOT POSSIBLE BECAUSE IT REQUIRES THE MERCYHEALTH ARENA TO BE HOSTING A MAX CAPACITY GAME EVENT AT THE SAME TIME THE MULTI-PURPOSE AREA HAS NO ICE AND IS HOSTING A MAX CAPACITY CONFERENCE/SEMINAR. ICE SEASONS FOR THE MERCYHEALTH ARENA AND THE MULTI-PURPOSE AREA WILL CLOSELY COINCIDE, SO IF THE MERCYHEALTH ARENA IS HOSTING A GAME, IT IS VERY LIKELY THE MULTI-PURPOSE AREA STILL HAS ICE. • EACH OF THE TWO MINOR SPACES IS FULLY OCCUPIED IN THE HIGHEST EXPECTED CAPACITY.• ALL OF THE STORAGE AND MECHANICAL AREAS ARE OCCUPIED.MAXIMUM CAPACITY - SCENARIO AMAXIMUM CAPACITY - SCENARIO B (6 MONTHS OUT OF THE YEAR DURING OFF-ICE SEASON• MAX CAPACITY CONFERENCE IN SPACE 1.• MAX CAPACITY CONFERENCE IN SPACE 2.• OPEN SKATE ICE RINK IN SPACE 3.• EACH OF THE TWO MINOR SPACES IS FULLY OCCUPIED IN THE HIGHEST EXPECTED CAPACITY.• ALL OF THE STORAGE AND MECHANICAL AREAS ARE OCCUPIED.HEAVY CAPACITY – SCENARIO C (6 MONTHS OUT OF THE YEAR DURING ICE SEASON)• MAX CAPACITY CONFERENCE IN SPACE 1.• ICE SKATING IN SPACE 2.• MAX CAPACITY IN SPACE 3.• EACH OF THE TWO MINOR SPACES IS FULLY OCCUPIED IN THE HIGHEST EXPECTED CAPACITY.• ALL OF THE STORAGE AND MECHANICAL AREAS ARE OCCUPIED.MODERATE CAPACITY – SCENARIO D• SPORTING EVENT IN SPACE 1• CONVENTION EVENT (DINING) IN SPACE 2.• OPEN SKATE ICE RINK IN SPACE 3.• EACH OF THE TWO MINOR SPACES IS FULLY OCCUPIED IN THE HIGHEST EXPECTED CAPACITY.• ALL OF THE STORAGE AND MECHANICAL AREAS ARE OCCUPIED.MODERATE CAPACITY – SCENARIO E• SPORTING EVENT IN SPACE 1• SPORTING EVENT IN SPACE 2• OPEN SKATE ICE RINK IN SPACE 3.• MEETING ROOMS UNOCCUPIED. OFFICE SPACE FULLY OCCUPIED.• ALL OF THE STORAGE AND MECHANICAL AREAS ARE OCCUPIED.10/04/2023BID DOCUMENT SET
C1.10PROJECTLOCATION &GENERAL NOTESSCALE: 1" = 200'NorthLEGEND:WWEEOHWOHWGASGASSANSANSANSTSTSTWATERMAINUTILITYEXISTING:BURIED ELECTRICGAS LINESANITARY SEWEROVERHEAD WIRESTORM SEWERUTILITY POLELIGHT POLESANITARY MANHOLEFIRE HYDRANTWATER VALVESTORM SEWER STRUCTUREPROPOSED:WWEEGASGASSANSANSANSTSTSTWATERMAINELECTRICAL LINEGAS LINESANITARY SEWERSTORM SEWERWATER VALVESTORM SEWER STRUCTUREFLARED END SECTIONGRADINGEXISTING:PROPOSED:MAJOR CONTOURMINOR CONTOUR100.00EXISTEXISTING SPOT ELEVATION160160MAJOR CONTOURMINOR CONTOUR100.00SPOT ELEVATION(FINISHED GRADE, TOP OF PAVEMENT, FLANGE OF CURB)100.00DOOR ELEVATIONDOOR100.00GROUND GRADE AT BUILDINGGR100.00E/P100.50T/CSPOT ELEVATION(T/C - TOP OF CURB, E/P - EDGE OF PAVEMENT)100.00B/W100.50T/WRETAINING WALL SPOT ELEVATION(T/W - TOP OF WALL, B/W - GROUND GRADE AT BOTTOM)DRAINAGE FLOW DIRECTIONEMERGENCY OVERFLOW ROUTE100.00B/W12" FESFLARED END SECTION(PIPE SIZE, INVERT ELEVATION)SITEEXISTING:XEXISTING PARKING COUNTEXISTING SIGNEXISTING ADA PARKING SPACEPROPOSED:XPARKING COUNTADA PARKING SPACESIGNTRUNCATED DOMESPAVEMENT MARKING DIRECTIONAL ARROWS1.THE EXISTING SITE INFORMATION ON THIS PLAN WAS TAKEN FROM A SITE SURVEY PROVIDED BYCAPITOL SURVEY ENTERPRISES. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLEXISTING SITE CONDITIONS INCLUDING UNDERGROUND UTILITIES, UNDERGROUND UTILITYELEVATIONS, BUILDING SETBACKS AND EXISTING BUILDING LOCATIONS. INFORM THE OWNER ANDENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH WORK.2.BEFORE PROCEEDING WITH ANY UTILITY CONSTRUCTION, CONTRACTOR SHALL EXCAVATE EACHEXISTING LATERAL TO BE CONNECTED TO (VERIFYING ELEVATION, LOCATION AND SIZE). SHOULDTHE EXISTING UTILITY NOT BE AS INDICATED ON THE PLAN, THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY FOR EVALUATION.3.ALL UTILITY CONSTRUCTION SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR SEWER ANDWATER CONSTRUCTION IN WISCONSIN (2003), AS WELL AS, CITY OF JANESVILLE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE DEPT. OF SAFETY ANDPROFESSIONAL SERVICES SEC. 382-387.4.ALL PERMITS MUST BE RECEIVED FROM THE MUNICIPALITY AND WDNR PRIOR TO THE START OFCONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL APPLICABLE PERMITSARE RECEIVED PRIOR TO STARTING CONSTRUCTION.5.NOTIFY THE PUBLIC WORKS INSPECTION DEPT. AT LEAST 48 HOURS BEFORE STARTINGCONSTRUCTION.6.BACKFILL REQUIREMENTS AND ROADWAY/SIDEWALK RESTORATION SHALL ADHERE TO LOCALSTANDARDS (GRANULAR BACKFILL UNDER OR WITHIN 5' OF CURBS, SIDEWALK, OR PAVEMENT.SPOIL MAY BE USED ELSEWHERE. SLURRY BACKFILL WILL BE REQUIRED IN PUBLIC ROADWAYS.)7.ALL BUILDING UTILITIES SHALL BE VERIFIED WITH THE ARCHITECTURAL PLANS PRIOR TOCONSTRUCTION.8.ALL PROPOSED WATERMAIN SHALL BE PVC AND MEET CITY OF JANESVILLE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL PROPOSED HYDRANTS ARE PRIVATEAND ARE TO BE PAINTED RED.9.PROPOSED SANITARY SEWER PIPE SHALL BE PVC, ASTM D-3034, SDR 35 WITH RUBBER GASKETEDJOINTS CONFORMING TO ASTM D-3212.10.PROPOSED STORM SEWER SHALL BE DUAL WALL HDPE ASTM F-2648 (UNLESS OTHERWISE NOTED).11.A MEANS TO LOCATE BURIED UNDERGROUND EXTERIOR NONMETALLIC UTILITIES MUST BEPROVIDED. PROVIDE TRACER WIRE IN ORDER TO BE LOCATED IN ACCORD WITH THE PROVISIONSSECTIONS 182.0715(2R) OF THE STATE STATUTES AND THE DEPARTMENT OF SAFETY ANDPROFESSIONAL SERVICES SECTION 382.13.ALL MANHOLES, CATCH BASINS, INLETS, VALVES BOXES, ETC WITHIN THE PROJECT AREA SHALLBE RESET AND ADJUSTED TO MATCH FINISH GRADE.14.PRIOR TO STARTING CONSTRUCTION INSPECT ALL EXISTING STRUCTURES WITHIN THE PROJECTAREA AND REPORT ANY DAMAGED STRUCTURES TO THE CITY AND ENGINEER. ANY STRUCTURESFOUND TO BE DAMAGED AND NOT IDENTIFIED PRIOR TO STARTING CONSTRUCTION SHALL BEREPAIRED AT THE CONTRACTORS EXPENSE.14.ALL EXCAVATED OR STRIPPED MATERIALS NOT BEING REPLACED IN UTILITY TRENCHES OR BEINGUSED FOR FILL SHALL BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THEOWNER.15.SEE ARCHITECTURAL PLANS FOR EXACT BUILDING & FOUNDATION DETAILS AND ORIENTATION.16.ALL ON-SITE CONCRETE CURB AND GUTTER TO BE 18" WIDE VERTICAL FACE, UNLESS OTHERWISENOTED. REVERSE OR REGULAR STYLE CURB DENOTED ON PLANS.17.ALL CURB ELEVATIONS ARE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. SEE CURB DETAILFOR TOP OF CURB ELEVATIONS.18.ALL CURB RADII ARE MEASURED TO THE FACE OF CURB UNLESS OTHERWISE NOTED.19.MATCH PROPOSED CONCRETE CURB AND GUTTER, SIDEWALK AND PAVEMENT TO EXISTING INELEVATION AND ALIGNMENT.20.REMOVAL OF CURB AND GUTTER, SIDEWALK AND PAVEMENT SHALL BE IN ACCORDANCE WITH THESTANDARD SPECIFICATIONS OF THE WISCONSIN D.O.T.23.REPAIR ANY DAMAGE TO EXISTING UTILITIES OR SITE IMPROVEMENTS. CONTRACTOR SHALLDOCUMENT ALL EXISTING DAMAGE PRIOR TO START OF CONSTRUCTION AND NOTIFY CITY ANDENGINEER OF ANY FINDINGS. ANY ITEMS NOT NOTED AS DAMAGED PRIOR TO STARTINGCONSTRUCTION AND FOUND DAMAGED SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.24.CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE OWNER WITH A SET OF PLANS SHOWING ANYCHANGES DURING CONSTRUCTION.GENERAL NOTES AND SPECIFICATIONS:CIVIL SHEET INDEX:C1.10PROJECT LOCATION & GENERAL NOTESC1.11SITE PLAN - OVERALLC1.12SITE PLAN - NORTHC1.13SITE PLAN - SOUTHC1.20GRADING PLAN - NORTHC1.21GRADING PLAN - SOUTHC1.30DEMOLITION PLANC1.40EROSION CONTROL PLANC1.50EXISTING SURVEYC5.00CONSTRUCTION DETAILSC5.01CONSTRUCTION DETAILSMI
L
T
O
N
A
V
E
HOLIDAY DRLIBERTY LNREFSET DRKENNEDY RD
Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsREFSET DRPROJECT LOCATIONGAS & ELECTRIC: ALLIANT ENERGYRON ROHM608-751-7935RONALDROHM@ALLIANTENERGY.COMBILL ALT608-490-1757WILLIAMALT@ALLIANTENERGY.COMFIBER & CABLE: AT&TAARON ANDERSON608-698-1186AA8616@ATT.COMCITY OF JANESVILLE WATER AND SANITARYCRAIG THIESENHUSEN123 EAST DELAVAN DRIVEJANESVILLE, WI 53546608-373-3471THIESENHUSENC@CI.JANESVILLE.WI.US10/13/202310/04/2023BID DOCUMENT SET
DNDNDNUPDNUPUPDNUPDNDNDNDNUPUPDNST
ST
STSTSTSTSTSTSTSTST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTST
E
E
E
STGASGASEEEEE EGASGAS GASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEE E E
WWSTEGASGASGASEEEEEEEEEE
EEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTGASGASGASGASW
W WWWWWWWWWWWEEESAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SAN
SAN
SA
N
SAN
SAN
SAN
SA
N
SAN
SAN
SAN SAN W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W31
5133034302828374320151017374123SANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWSA
N
DO NOT ENTERDRIVETHRUDRIVEDRIVETHRUDRIVETHRUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
STSTSTSTSTSTSTSTSTSTSTSTSTST
ST
STST
ST
ST
ST ST STSTSTSTSTSTSTSTSTST161627STSTSTSTConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsEXISTINGBUILDINGMILTON AVE
PROPOSEDBUILDINGEXISTING PROPERTYBOUNDARYC1.11SITE PLAN -OVERALLSCALE: 1" = 40'NorthEXISTING PROPERTYBOUNDARYEXISTING PROPERTYBOUNDARYEXISTING PARKINGLOT TO REMAINREFSET DREXISTING PROPERTYBOUNDARYPROPOSED STARBUCKSDEVELOPMENT (BY OTHERS)PROPOSED SNOWSTORAGE LOCATIONPROPOSED SNOWSTORAGE LOCATIONPROPOSED BIO-RETENTION BASINPROPOSED TRASH ENCLOSUREPROPOSED CONCRETE SIDEWALKPROPOSED REGULAR DUTY ASPHALT PAVEMENTPROPOSED HEAVY DUTY ASPHALT PAVEMENTPROPOSED PAVEMENT TO BE REMOVED AND REPLACEDPROPOSED CONCRETE PAVEMENTDENOTES PROPOSED TRANSFORMER.SEE ELECTRICAL PLANS.TOTAL SITE AREA 7.87 ACTOTAL DISTURBED AREA 5.87 ACPROPOSED IMPERVIOUS AREA 7.22 ACPROPOSED GREENSPACE 0.66 AC(8.4% OF SITE)PROPOSED REGULAR PARKING SPACES 490PROPOSED HANDICAP PARKING 11PROPOSED TOTAL PARKING 501EXISTING IMPERVIOUS AREA 7.29 ACEXISTING PUMPBUILDINGDENOTES PROPOSED PARKINGSTRIPINGDENOTES EXISTINGPYLON SIGN TO REMAINPROPOSED DEPRESSED CURBPROPOSED TAPER CURBPROPOSED REVERSE CURBPROPOSED BIDALTERNATIVE #2PROPOSED BIDALTERNATIVE #1DENOTES PROPOSEDOUTDOOR TABLES. SEELANDSCAPE PLANSDENOTES PROPOSEDBIKE RACK. SEELANDSCAPE PLANSDENOTES PROPOSEDOUTDOOR TABLES. SEELANDSCAPE PLANSDENOTES PROPOSEDBIKE RACK. SEELANDSCAPE PLANSPROPOSED BUS STOP CONCRETE PAVEMENT10/13/202310/04/2023BID DOCUMENT SET
DN1" / 1'-0"1" / 1'-0"SANSAN SANSANSANSANEESANSAN
ST
STSTSTSTSTSTSTSTST
STST
STST
STSTSTSTSTSTSTSTSTST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
E
E
E
E
E
E
E
ST
ST
STEEEEEEEEEEEEEEEE EEGASGASGAS
GAS
GASGASGASGASGASGASEE
STST GASGASGASGASGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWSTSTEEEGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEE
E
E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTW
W
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWWWSANSAN SANSANEESANSANEEEEEEESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWW30343028
28374320DRIVETHRUDRIVETHRUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W WWST
ST
ST
ST ST
ST
ST
ST
ST
ST STST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST1627STSTSTSTSTSTST
W
Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsEXISTINGBUILDINGMILTON AVE
PROPOSEDBUILDINGPROPOSED DROP OFF LANEEXISTING PROPERTYBOUNDARYEXISTING PUMPBUILDINGPROPOSED DROPOFF LANEEXISTING PROPERTYBOUNDARYMATCH LINESEE SHEET C1.13C1.12SITE PLAN -NORTHSCALE: 1" = 20'NorthDENOTES PROPOSEDROOF OVERHANG. SEEARCHITECTURAL PLANSPROPOSED HEAVY DUTYASPHALT PAVEMENT (TYP)PROPOSED REGULAR DUTYASPHALT PAVEMENT (TYP)1.DENOTES PROPOSED 6" x 6" TEE, 6" AUX VALVE, 35L.F. 6" PVC WATERMAIN, HYDRANT LEAD ANDHYDRANT ASSEMBLY. CONNECT TO EXISTING 6"WATERMAIN PER CITY OF JANESVILLEREQUIREMENTS.2.DENOTES PROPOSED PRIVATE FIRE HYDRANT.3.DENOTES PROPOSED WATERMAIN CONNECTION.LIVE TAP EXISTING WATERMAIN PER CITY OFJANESVILLE REQUIREMENTS. INSTALL 9 L.F. 6" PVCWATERMAIN AND 6" GATE VALVE.4.DENOTES PROPOSED WATERMAIN CONNECTION.LIVE TAP EXISTING WATERMAIN PER CITY OFJANESVILLE REQUIREMENTS. INSTALL 13 L.F. 6" PVCWATERMAIN AND 6" GATE VALVE.5.DENOTES PROPOSED 4 L.F. 6" PVC WATERMAIN.6.DENOTES PROPOSED 7 L.F. 6" PVC WATERMAIN.7.DENOTES PROPOSED 6" 45° BEND.8.DENOTES PROPOSED 20 L.F. 6" PVC WATERMAIN.#3713125111423541.EXIST. 6" WATERMAIN I.E. = 875.35PROP. 6" WATERMAIN (INSTALL OFFSET PACKAGE) I.E. = 874.352.PROP. 18" STORM I.E. = 876.84PROP. 6" WATERMAIN I.E. = 873.90 3.PROP. 18" STORM I.E. = 876.82PROP. 6" WATERMAIN I.E. = 873.904.PROP. 18" STORM I.E. = 876.91PROP. 6" WATERMAIN I.E. = 873.755.PROP. 18" STORM I.E. = 876.79PROP. 6" WATERMAIN I.E. = 873.756.PROP. 12" STORM I.E. = 876.99PROP. 6" WATERMAIN I.E. = 873.357.PROP. 12" STORM I.E = 876.95PROP. 6" WATERMAIN I.E. = 873.358.PROP. 12" STORM I.E. = 877.15PROP. 6" WATERMAIN I.E. = 872.509.PROP. 12" STORM I.E. = 877.11PROP. 6" WATERMAIN I.E. = 872.50#(CAUTION! UTILITY CROSSING. VERIFY EXACT LOCATION ANDELEVATION PRIOR TO STARTING CONSTRUCTION. ADJUSTWATERMAIN IF NEEDED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION BETWEEN SEWER AND WATERMAIN AND MAINTAINMINIMUM 6' OF COVER ABOVE WATERMAIN.) CONTRACTOR TOINSTALL 4' x 8' x 2" SHEET OF INSULATION BOARD CENTERED ONWATERMAIN AT ALL CROSSINGS WITH THE WATERMAIN ANDSEWER.612151.DENOTES PROPOSED 18" CURB AND GUTTER.2.DENOTES EXISTING CURB AND GUTTER TO REMAIN.3.DENOTES PROPOSED REVERSE STYLE CURB AND GUTTER.4.DENOTES PROPOSED TYPE 1 ADA RAMP WITH 8 L.F.DEPRESSED CURB AND 6' CURB TAPERS ON EACH SIDE. SEEDETAIL ON SHEET C5.00.5.PROPOSED CONCRETE SIDEWALK.6.DENOTES PROPOSED ADA PARKING STALL. SEE DETAIL ONSHEET C5.01 FOR DETAILED INFORMATION.7.DENOTES PROPOSED PARKING COUNT.8.CAUTION! UTILITIES. VERIFY EXACT LOCATION ANDELEVATION PRIOR TO STARTING CONSTRUCTION.9.DENOTES PROPOSED DIRECTIONAL PAVEMENT MARKING(TYP).10.PROPOSED CONCRETE PAVEMENT.11.PROPOSED STOOP AND FROST WALL AT DOOR. SEEARCHITECTURAL AND STRUCTURAL PLANS.12.DENOTES PROPOSED SITE LIGHTING (TYP). SEE ELECTRICALPLANS.13.DENOTES PROPOSED BARRIER STYLE CURB#1111112122333141431431341055556677PROPOSED HEAVY DUTYASPHALT PAVEMENT (TYP)DENOTES PROPOSED 8.5'OF DEPRESSED CURBWITH 6' OF CURB TAPERON EACH SIDEDENOTES PROPOSED 43.5' OFDEPRESSED CURB WITH 6' OFCURB TAPER ON WEST SIDE AND2' CURB TAPER ON EAST SIDE888PROPOSED CONCRETE SIDEWALKPROPOSED HEAVY DUTY ASPHALT PAVEMENTPROPOSED PAVEMENT TO BE REMOVED AND REPLACEDPROPOSED CONCRETE PAVEMENTPROPOSED DEPRESSED CURBPROPOSED TAPER CURBPROPOSED REVERSE CURB991111111111111111111111PROPOSED REGULAR DUTY ASPHALT PAVEMENT8769812121212121212DENOTES PROPOSED PAVEMENT STRIPING.REMOVE EXISTING PAVEMENT MARKINGSAS REQUIRED TO INSTALL PROPOSEDIMPROVEMENTS13489109.DENOTES PROPOSED 22 L.F. 6" PVC WATERMAIN.10.DENOTES PROPOSED 6" 22.5° BEND..11.DENOTES PROPOSED 126 L.F. 6" PVC WATERMAIN.12.DENOTES PROPOSED 124 L.F. 6" PVC WATERMAIN.13.DENOTES PROPOSED 6" 22.5° BEND.14.DENOTES PROPOSED 272 L.F. 6" PVC WATERMAIN.15.DENOTES PROPOSED 288 L.F. 6" PVC WATERMAIN.16.COORDINATE WITH MALL ON ANY WATER SERVICESHUTDOWNS. WATER TO MALL CAN ONLY BE OUT OFSERVICE BETWEEN THE HOURS OF 10:00 PM AND 6:00AM.17.DENOTES PROPOSED OFFSET PACKAGE. INSTALL TOASSURE SEPARATION BETWEEN PROPOSEDWATERMAIN AND EXISTING WATERMAIN.PROPOSED BIDALTERNATIVE #19999999915151515222213333331616161616161616MATCH PROPOSED CONCRETEPAVEMENT INTO EXISTINGCONCRETE COMPACTOR PAD12181916162014.DENOTES PROPOSED THICKENED EDGE CONCRETESIDEWALK (TYP)15.DENOTES PROPOSED PAVEMENT REMOVAL ANDREPLACEMENT. REMOVE EXISTING ASPHALT AND INSTALLNEW REGULAR DUTY ASPHALT. EXISTING STONE BASE TOREMAIN. RESHAPE AS NEEDED TO MAINTAIN MINIMUMPAVEMENT THICKNESS SHOWN ON THE DETAILS. IF EXISTINGASPHALT IS THICKER THAN PROPOSED SECTION, INSTALLAND SHAPE ADDITIONAL STONE BASE COURSE AS NEEDEDTO MAINTAIN PROPOSED PAVEMENT SECTION.16.SAWCUT EXISTING PAVEMENT AND CREATE BUTT JOINTWHERE PROPOSED MEETS EXISTING.17.DENOTES PROPOSED 2' CURB TAPER.18.REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT ASNEEDED TO INSTALL WATERMAIN. MATCH EXISTINGSECTIONS AND ELEVATIONS.19.DENOTES PROPOSED STOP SIGN AND STOP BAR.20.DENOTES PROPOSED TYPE 1 ADA RAMP WITH 6 L.F.DEPRESSED CURB AND 6' CURB TAPERS ON EACH SIDE. SEEDETAIL ON SHEET C5.00.21.MAINTAIN 4' HORIZONTAL SEPARATION BETWEEN PROPOSEDPARALLEL WATERMAIN.8888117212121DENOTES PROPOSED BOLLARD (TYP.).SEE ARCHITECTURAL PLANS FORLOCATION AND DETAILSDENOTES PROPOSED BOLLARD (TYP.).SEE ARCHITECTURAL PLANS FORLOCATION AND DETAILS10/13/202310/04/2023BID DOCUMENT SET
UPDNDNDNUPUP1" / 1'-0"1" / 1'-0"1" / 1'-0"SANSANEESTSTST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
GASGASGAS
GAS
GA
S
GASE E E E E E E
GASGASGAS
GASSAN
GASGASGASGASGASGASGASGASSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANWWWWWWWWWWW31
51334151017374123SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSA
N
SAN WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
WW
W
W
W
W
WW
W
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
STST
STSTSTSTSTSTSTST16STSTSTWWSTSTSTSTSTWConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsPROPOSED TRASH ENCLOSURE.SEE ARCHITECTURAL PLANSEXISTINGBUILDINGPROPOSEDBUILDINGEXISTING PROPERTYBOUNDARYEXISTING PROPERTYBOUNDARYMATCH LINESEE SHEET C1.12PROPOSED DROP OFF LANEPROPOSED HEAVY DUTYASPHALT PAVEMENTC1.13SITE PLAN -SOUTHSCALE: 1" = 20'NorthPROPOSED BIO-RETENTION BASINPROPOSED CROSSWALKDENOTESPROPOSEDCROSSWALKPROPOSED CONCRETE PAVEMENTDENOTES PROPOSED TRANSFORMER.SEE ELECTRICAL PLANSDENOTES PROPOSED FIRE DEPARTMENTCONNECTION. SEE PLUMBING PLANSPROPOSED HEAVY DUTYASPHALT PAVEMENT (TYP)PROPOSED REGULAR DUTYASPHALT PAVEMENT (TYP)12312341.CONNECT TO EXISTING 8" WATERMAIN VIA LIVE TAP PERCITY REQUIREMENTS. ESTABLISHMENT OF THE NEW WATERCONNECTION TO THE PUBLIC WATERMAIN REQUIRESCOORDINATION WITH THE JANESVILLE WATER UTILITY. THEWATER UTILITY MUST PERFORM THE TAP AND BE GIVEN ATLEAST 24 HOURS ADVANCE NOTICE IN ORDER TO COMPLETETHE TAP. THE WATER UTILITY CHARGES A FEE FOR THISWORK. THE CONTRACTOR MUST PROVIDE THE NECESSARYMATERIALS (PER CITY OF JANESVILLE STANDARDS) ANDPERFORM ALL EXCAVATION/RESTORATION ASSOCIATEDWITH THE LIVE TAP. INSTALL 8" TAPPING VALVE AND 11 L.F. 8"DUCTILE IRON WATERMAIN. TRANSITION FROM DUCTILEIRON PIPE TO PVC AFTER PROPERTY BOUNDARY.2.REMOVE AND REPLACE EXISTING PAVEMENT AS REQUIREDTO INSTALL PROPOSED UTILITY (SEE PAVEMENT PATCHDETAIL). TRAFFIC CONTROL MUST BE SET UP INACCORDANCE WITH MUTCD STANDARDS WHILE WORKOCCURS IN THE R.O.W. A TRAFFIC CONTROL PLAN SHALL BESUBMITTED TO THE CITY ENGINEERING DIVISION FORAPPROVAL PRIOR TO ANY WORK IN THE STREET.#1.PROPOSED 33 L.F. 8" PVC SANITARY SEWER SEWER @S=2.12%. INV @ BLDG = 875.46. SEE PLUMBING PLANSFOR CONTINUATION INTO BUILDING.2.PROPOSED SANITARY MANHOLERIM = 881.688" N INV = 874.868" W INV = 874.763.PROPOSED 316 L.F. 8" PVC SANITARY SEWER @S=1.00%.4.PROPOSED SANITARY MANHOLERIM = 885.10 ±PROP. 8" E INV = 871.69EXIST. 12" N INV = 871.64EXIST. 12" S INV = 871.59#567891.EXIST. 24" STORM I.E. = 875.21PROP. 8" SANITARY I.E. = 873.772.PROP. 8" SANITARY I.E. = 874.18PROP. 6" WATERMAIN I.E. = 872.133.PROP. 8" SANITARY I.E. = 874.23PROP. 6" WATERMAIN I.E. = 872.134.PROP. 15" STORM I.E. = 875.92PROP. 8" SANITARY I.E. = 874.515.PROP. 6" WATERMAIN I.E. = 878.50EXIST. 12" SANITARY I.E. = 871.526.EXIST. 24" STORM I.E. = 875.19PROP. 6" WATERMAIN I.E. = 873.097.PROP. 6" WATERMAIN I.E. = 874.61PROP. 6" WATERMAIN (PARALLEL) I.E.= 872.038.PROP 6" WATERMAIN I.E. = 874.52PROP 6" WATERMAIN (PARALLEL) I.E.= 872.03#9.PROP. 15" STORM I.E. = 875.82PROP. 6" WATERMAIN (INSTALLOFFSET PACKAGE) I.E. = 873.7210.PROP. 24" STORM I.E. = 875.57PROP. 6" WATERMAIN I.E. = 872.0311.PROP. 24" STORM I.E. = 875.58PROP. 6" WATERMAIN I.E. = 872.0312.PROP 15" STORM I.E. = 876.10PROP 6" WATERMAIN I.E. = 872.9013.PROP 15" STORM I.E. = 876.13PROP 6" WATERMAIN I.E. = 872.9014.PROP 6" WATERMAIN I.E. = 874.50PROP 6" WATERMAIN (PARALLEL) I.E.= 873.0015.PROP 6" WATERMAIN I.E. = 874.39PROP 6" WATERMAIN (PARALLEL) I.E.= 872.8916.PROP 15" STORM I.E. = 876.71PROP 6" WATERMAIN I.E. =874.29(CAUTION! UTILITY CROSSING. VERIFY EXACT LOCATION AND ELEVATION PRIOR TOSTARTING CONSTRUCTION. ADJUST WATERMAIN IF NEEDED TO MAINTAIN A MINIMUMOF 18" VERTICAL SEPARATION BETWEEN SEWER AND WATERMAIN AND MAINTAINMINIMUM 6' OF COVER ABOVE WATERMAIN.) CONTRACTOR TO INSTALL 4' x 8' x 2" SHEETOF INSULATION BOARD CENTERED ON WATERMAIN AT ALL CROSSINGS WITH THEWATERMAIN AND SEWER.147853612111315181920212223242814163.DENOTES PROPOSED 454 L.F. 8" PVC WATERMAIN.4.DENOTES PROPOSED 8" x 6" TEE, 6" AUX VALVE, 37 L.F. 6"PVC WATERMAIN, HYDRANT LEAD AND HYDRANTASSEMBLY.5.DENOTES PROPOSED PRIVATE FIRE HYDRANT.6.DENOTES PROPOSED 52 L.F. 8" PVC WATERMAIN.7.DENOTES PROPOSED 8" 45° BEND.8.DENOTES PROPOSED 24 L.F. 8" PVC WATERMAIN.9.DENOTES PROPOSED 8" 45° BEND AND 6 L.F. 8" PVCWATERMAIN. SEE PLUMBING PLANS FOR CONTINUATIONINTO BUILDING.10.DENOTES PROPOSED 6" 22.5° BEND.11.DENOTES PROPOSED 126 L.F. 6" PVC WATERMAIN.12.DENOTES PROPOSED 124 L.F. 6" PVC WATERMAIN.13.DENOTES PROPOSED 6" 45° BEND.14.DENOTES PROPOSED 15 L.F. 6" PVC WATERMAIN.15.DENOTES PROPOSED 13 L.F. 6" PVC WATERMAIN.16.DENOTES PROPOSED 6" 22.5° BEND.17.DENOTES PROPOSED 296 L.F. 6" PVC WATERMAIN.18.DENOTES PROPOSED 291 L.F. 6" PVC WATERMAIN19.DENOTES PROPOSED 6" 90° BEND.20.DENOTES PROPOSED 86 L.F. 6" PVC WATERMAIN.21.DENOTES PROPOSED 89 L.F. 6" PVC WATERMAIN.22.DENOTES PROPOSED 6" 45° BEND.23.DENOTES PROPOSED 25 L.F. 6" PVC WATERMAIN.24.DENOTES PROPOSED 22 L.F. 6" PVC WATERMAIN.101.DENOTES PROPOSED 18" CURB AND GUTTER.2.DENOTES EXISTING CURB AND GUTTER TO REMAIN.3.DENOTES PROPOSED REVERSE STYLE CURB AND GUTTER.4.DENOTES PROPOSED TYPE 1 ADA RAMP WITH 6 L.F.DEPRESSED CURB AND 6' CURB TAPERS ON BOTH SIDES. SEEDETAIL ON SHEET C5.00.5.DENOTES PROPOSED TYPE 2 ADA RAMP. SEE DETAIL ONSHEET C5.00.6.DENOTES PROPOSED TYPE 4 ADA RAMP WITH 6 L.F.DEPRESSED CURB AND 2' CURB TAPERS ON BOTH SIDES. SEEDETAIL ON SHEET C5.00.7.PROPOSED CONCRETE SIDEWALK.8.DENOTES PROPOSED ADA PARKING STALL. SEE DETAIL ONSHEET C5.01 FOR DETAILED INFORMATION.9.DENOTES PROPOSED PARKING COUNT.10.CAUTION! UTILITIES. VERIFY EXACT LOCATION ANDELEVATION PRIOR TO STARTING CONSTRUCTION.#PROPOSED CONCRETE SIDEWALKPROPOSED REGULAR DUTY ASPHALT PAVEMENTPROPOSED HEAVY DUTY ASPHALT PAVEMENTPROPOSED PAVEMENT TO BE REMOVED AND REPLACEDPROPOSED DEPRESSED CURBPROPOSED TAPER CURBPROPOSED REVERSE CURBPROPOSED CONCRETE PAVEMENT11132233171733456666PROPOSED HEAVY DUTYASPHALT PAVEMENT (TYP)77777899EXISTING PROPERTYBOUNDARY1010DENOTES PROPOSED ROOF OVERHANG.SEE ARCHITECTURAL PLANSDENOTES PROPOSED ROOF OVERHANG.SEE ARCHITECTURAL PLANS25.DENOTES PROPOSED 6" 45° BEND.26.DENOTES PROPOSED 26 L.F. 6" PVC WATERMAIN.27.DENOTES PROPOSED 22 L.F. 6" PVC WATERMAIN.28.CONNECT TO EXISTING 6" WATERMAIN.29.DENOTES PROPOSED OFFSET PACKAGE. INSTALL TOASSURE 1.5' SEPARATION BETWEEN WATERMAIN ANDSTORM SEWER.2PROPOSED PAVEMENT REMOVAL AND REPLACEMENT101213141516DENOTES PROPOSEDBUS SHELTER LOCATION1112121311.REMOVE AND REPLACE EXISTING CONCRETE CURB ANDCONCRETE SIDEWALK AS NEEDED TO INSTALL UTILITIES.MATCH EXISTING GRADES OF SIDEWALK. COORDINATE WITHTHE CITY OF JANESVILLE ON CLOSURE OF SIDEWALK.CONCRETE SIDEWALK SHALL BE PERMENENTLY RESTOREDWITHIN TWO WEEKS OF THE DISTURBANCE. PERMISSION TOCLOSE SIDEWALKS WITH THE USE OFCONTRACTOR-FURNISHED "SIDEWALK CLOSED" AND"SIDEWALK CLOSED USE OTHER SIDE" SIGNAGE MAY OR MAYNOT BE GRANTED.12.DENOTES PROPOSED DIRECTIONAL PAVEMENT MARKING13.DENOTES PROPOSED "DO NOT ENTER" SIGN14.PROPOSED STOOP AND FROST WALL AT DOOR. SEEARCHITECTURAL AND STRUCTURAL PLANS.15.DENOTES PROPOSED SITE LIGHTING (TYP). SEE ELECTRICALPLANS.16.DENOTES PROPOSED UTILITY CROSSING. CONTRACTOR TOINSTALL CONCRETE CRADLE ON STORM SEWER. SEE SHEETC5.00 FOR DETAILS.17.DENOTES PROPOSED THICKENED EDGE CONCRETESIDEWALK (TYP).141414141414417252627291515151515151515151618.DENOTES PROPOSED ELECTRICAL METER. SEE ELECTRICALPLANS.19.DENOTES PROPOSED ELECTRICAL QUAZITE BOX. SEEELECTRICAL PLANS.20.DENOTES PROPOSED PAVEMENT REMOVAL ANDREPLACEMENT. REMOVE EXISTING ASPHALT AND INSTALLNEW REGULAR DUTY ASPHALT. EXISTING STONE BASE TOREMAIN. RESHAPE AS NEEDED TO MAINTAIN MINIMUMPAVEMENT THICKNESS SHOWN ON THE DETAILS. IF EXISTINGASPHALT IS THICKER THAN PROPOSED SECTION, INSTALLAND SHAPE ADDITIONAL STONE BASE COURSE AS NEEDEDTO MAINTAIN PROPOSED PAVEMENT SECTION.21.SAWCUT EXISTING PAVEMENT AND CREATE BUTT JOINTWHERE PROPOSED MEETS EXISTING.22.DENOTES PROPOSED CURB OPENING WITH 3 L.F. DEPRESSEDCURB AND 3' CURB TAPERS ON BOTH SIDES.23.DENOTES PROPOSED STOP SIGN.24.MAINTAIN 4' HORIZONTAL SEPARATION BETWEEN PROPOSEDPARALLEL WATERMAIN.PROPOSED REGULAR DUTYASPHALT PAVEMENT (TYP)910111819PROPOSED BIDALTERNATIVE #220202222222221212121212121MATCH PROPOSED CURB INTOEXISTING SIDEWALK103321717MATCH PROPOSED CONCRETEPAVEMENT INTO EXISTINGCONCRETE COMPACTOR PAD1242424131919192123PROPOSED BUS STOP CONCRETE PAVEMENTPROPOSED BUS STOPCONCRETE PAVEMENT161212DENOTES PROPOSED BOLLARD (TYP.).SEE ARCHITECTURAL PLANS FORLOCATION AND DETAILS10/13/202310/04/2023BID DOCUMENT SET
DNDNSANSAN SANSANSANSANEESANSAN
ST
STSTSTSTSTSTSTSTST
STST
STST
STSTSTSTSTSTSTSTSTST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
E
E
E
E
E
E
E
ST
ST
STEEEEEEEEEEEEEEEE EEGASGASGAS
GAS
GASGASGASGASGASGASEE
STST GASGASGASGASGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWSTSTEEEGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEE
E
E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTW
W
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWWWSANSAN SANSANEESANSANEEEEEEESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
DRIVETHRUDRIVETHRUWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W WWWST
ST
ST
ST
ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTRIM881.95RIM881.95RIM881.50RIM881.20RIM881.05RIM881.00RIM881.00RIM880.88RIM880.33RIM880.10STSTSTSTST881RIM881.00881
881HPHPHPHP881RIM881.00STSTSTSTSTSTRIM881.00RIM881.1588
2 HP882ST882DOOR882.25DOOR882.25DOOR882.25DOOR882.25DOOR882.25DOOR882.25DOOR882.25(;,67882.00(;,67882.26DOOR882.25DOOR882.25DOOR882.250$7&+881.720$7&+881.550$7&+881.250$7&+881.360$7&+881.600$7&+881.640$7&+881.500$7&+881.600$7&+881.77881.57881.35881.650$7&+881.900$7&+882.290$7&+880.980$7&+881.020$7&+DOOR882.25T/C882.14881.75881.56881.38881.27881.950$7&+881.85881.620$7&+881.00881.08880.900$7&+881.42881.38881.10881.86880.38880.21880.57880.85880.68881.35881.29881.53882.00881.95881.53881.81881.59881.39881.48881.20880.48881.87GR882.25GR881.750$7&+883.000$7&+883.00882.19882.19884.34884.12884.00883.80883.840$7&+882.480$7&+882.170$7&+881.950$7&+882.220$7&+882.71882.76882.76HP882.250$7&+882.61881.950$7&+881.90HP882.930$7&+880.850$7&+880.770$7&+881.04880.62880.56880.62880.76880.87881.04880.93881.27881.18881.670$7&+881.60880.55HP880.630$7&+882.04HP881.50HP881.66880.72880.70881.61881.57880.89881.59880.48881.97882.18DOOR882.30(;,67882.260$7&+882.16GR882.25GR882.25GR881.40GR882.25GR882.15881.34881.80882.17GR882.25GR882.25DOOR882.25GR882.25882.16882.16882.12881.72GR882.25880.55GR881.95881.81T/C881.31E/P881.74T/C881.24E/P881.67T/C881.17E/P881.14881.54T/C881.04E/P881.00880.60881.00T/C880.50E/P880.90882.15T/C881.65E/PT/C882.14882.15T/C881.65E/PT/C882.14T/C882.14T/C882.03872.10T/C871.60E/P881.75DOOR882.25HP881.00HP881.40HP881.50881.67E/P881.84882.15T/C881.65E/PE/P881.84E/P881.74E/P882.14E/P882.14E/P882.14E/P882.03E/P882.14881.70T/C881.20E/P881.400$7&+881.810$7&+881.95883.78883.67883.50883.50883.78883.67884.00883.90883.68883.68883.57883.57883.66883.66GR881.66GR882.00T/C881.98E/P881.68T/C882.30E/P882.00881.49881.55HP881.75W
W
882T/C882.140$7&+882.000$7&+881.98882T/C882.14T/C882.14882882
882882.14882882.150$7&+881.8388
2
DOOR882.25x
Pipe - 112Pipe - 111Pipe - 110Pipe - 109Pipe - 108Pipe - 107Pipe - 106APipe - 105Pipe - 106Pipe - 103Pipe - 104Pipe - 105BPipe - 105APipe - 113Pipe - 114104114113112111110109108107106105103102Pipe - 102A103APipe - 103A105APipe - 114AStorm Structure Table#100101102102A103103A104105105A106107Structure DetailsCATCH BASIN - CURB (6' DIA)RIM = 880.25Pipe - 101 = 875.20Pipe - 100 = 875.20EXISTING CATCH BASINRIM = 879.82Pipe - 102 = 875.08Pipe - 200 = 875.35Pipe - 101 = 875.15CATCH BASINRIM = 881.00Pipe - 103 = 875.66Pipe - 102A = 877.00Pipe - 102 = 875.66CATCH BASINRIM = 881.35Pipe - 102A = 877.46CATCH BASINRIM = 881.00Pipe - 104 = 875.83Pipe - 103A = 876.85Pipe - 103 = 875.83CATCH BASINRIM = 881.15Pipe - 103A = 877.30CATCH BASINRIM = 881.00Pipe - 105 = 876.03Pipe - 104 = 876.03CATCH BASIN (7' DIA)RIM = 880.10Pipe - 106 = 876.55Pipe - 105A = 876.55Pipe - 105 = 876.46STORM MANHOLERIM = 882.15Pipe - 105B = 877.82Pipe - 105A = 877.72CATCH BASIN (7' DIA)RIM = 880.33Pipe - 106A = 876.78Pipe - 107 = 876.78Pipe - 106 = 876.78CATCH BASINRIM = 880.88Pipe - 108 = 877.14Pipe - 107 = 877.14108109110111112113114200201201A202CATCH BASIN - CURBRIM = 881.00Pipe - 109 = 877.56Pipe - 108 = 877.56CATCH BASIN - CURBRIM = 881.00Pipe - 110 = 877.60Pipe - 109 = 877.60CATCH BASINRIM = 881.05Pipe - 111 = 877.93Pipe - 110 = 877.93CATCH BASINRIM = 881.20Pipe - 112 = 878.09Pipe - 111 = 878.09CATCH BASINRIM = 881.50Pipe - 113 = 878.30Pipe - 112 = 878.30CATCH BASIN (6' DIA)RIM = 881.95Pipe - 114 = 878.61Pipe - 114A = 878.61Pipe - 113 = 878.61CATCH BASINRIM = 881.95Pipe - 114 = 878.78CATCH BASINRIM = 880.40Pipe - 201 = 875.53Pipe - 200 = 875.53STORM MANHOLERIM = 881.16Pipe - 202 = 875.70Pipe - 201A = 875.70Pipe - 201 = 875.60STORM MANHOLE (3' DIA)RIM = 878.51Pipe - 201B = 876.40Pipe - 201A = 876.40STORM MANHOLERIM = 880.74Pipe - 203 = 876.04Pipe - 202A = 876.04Pipe - 202 = 875.94202A202B203204205206206A207208300OUTLET CONTROL STRUCTURERIM = 879.80Pipe - 202B = 876.50Pipe - 202A = 876.50CLEANOUTRIM = 880.00Pipe - 202B = 876.50CATCH BASINRIM = 880.34Pipe - 204 = 876.83Pipe - 203 = 876.83CATCH BASINRIM = 881.02Pipe - 205 = 877.16Pipe - 204 = 877.16CATCH BASINRIM = 881.21Pipe - 206 = 877.56Pipe - 205 = 877.56CATCH BASINRIM = 881.70Pipe - 206A = 877.77Pipe - 207 = 877.77Pipe - 206 = 877.77CATCH BASINRIM = 881.20Pipe - 206A = 877.94CATCH BASINRIM = 881.40Pipe - 208 = 877.90Pipe - 207 = 877.90CATCH BASINRIM = 881.96Pipe - 208 = 878.13CURB INLETNEENAH R-3165 FRAMEW/ TYPE A GRATERIM = 880.58Pipe - 300 = 879.20Storm Pipe TablePipe NamePipe - 100Pipe - 101Pipe - 102Pipe - 102APipe - 103Pipe - 103APipe - 104Pipe - 105Pipe - 105APipe - 105BPipe - 106Pipe - 106APipe - 107Pipe - 108Pipe - 109Pipe - 110Pipe - 111Pipe - 112Size303024122412242418182121181515121212MaterialRCPRCPRCPHDPERCPHDPERCPRCPHDPESCHD 40RCPRCPHDPEHDPEHDPEHDPEHDPEHDPELength44115183465345611366847722472849504471Slope0.04%0.05%0.32%1.00%0.32%1.00%0.32%0.32%1.71%1.00%0.29%0.25%0.50%0.50%0.50%0.65%0.36%0.30%DescriptionEXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWERPipe NamePipe - 113Pipe - 114Pipe - 114APipe - 200Pipe - 201Pipe - 201APipe - 201BPipe - 202Pipe - 202APipe - 202BPipe - 203Pipe - 204Pipe - 205Pipe - 206Pipe - 206APipe - 207Pipe - 208Pipe - 300Size121262424151518861512121212121212MaterialHDPEHDPEHDPEHDPEHDPEHDPESCHD 40HDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPERCPLength413519662571545577415672903429223815Slope0.74%0.50%1.00%0.28%0.28%0.99%1.00%0.54%0.79%0.00%0.50%0.46%0.45%0.60%0.60%0.60%0.60%1.37%DescriptionPERFORATED UNDERDRAINW/ RCP FESConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC1.20GRADING PLAN -NORTHSCALE: 1" = 20'NorthEXISTINGBUILDINGPROPOSEDBUILDINGFFE = 882.25MATCH LINESEE SHEET C1.20MILTON AVE DENOTES EXISTINGPROPERTY BOUNDARYDENOTES EXISTINGPROPERTY BOUNDARYPROPOSED ADA PARKING. SHEETSHEET C5.01 FOR DETAILS.RAMP ASPHALT UP TO MATCHGRADES SHOWN. TOP OF CURBTO REMAIN FLAT AS SHOWNRAMP ASPHALT UP TO MATCHGRADES SHOWN. TOP OF CURBTO REMAIN FLAT AS SHOWNDENOTES PROPOSEDSTORM SEWERCONNECTION. SEEPLUMBING PLANS FORCONTINUATION INTOBUILDING.PROPOSED BIDALTERNATIVE #11.REMOVE EXISTING PVC ROOF DRAIN FROM SCREEN WALL.MODIFY TO TURN DOWN BELOW GRADE AND CONNECT TOPIPE-114A. MAINTAIN EXISTING HEAT TRACE.2.INSTALL NEW CATCH BASIN ON EXISTING STORM SEWER.3.CAUTION! UTILITIES. VERIFY EXACT LOCATION AND ELEVATIONPRIOR TO STARTING CONSTRUCTION.4.ADJUST CURB HEIGHT TO MATCH ELEVATIONS SHOWN.#22222144543333SITE BENCHMARKNORTH RIM OF MANHOLEEL = 887.2010/13/202310/04/2023BID DOCUMENT SET
DNDNDNUPDNUPUPUPDNDNDNDNUPUPSANSANEESTSTST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
GASGASGAS
GAS
GA
S
GASE E E E E E E
GASGASGAS
GASSAN
GASGASGASGASGASGASGASGASSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSA
N
SAN
882
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
WW881880879W
W
W
W
W
W
W
WWW
W
W HPHP
HPSTSTSTSTST
ST
ST
ST
ST
ST
STSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
STST
ST
ST
ST
ST RIM879.82RIM880.25RIM881.16RIM880.74RIM879.80RIM880.58RIM880.34RIM881.21RIM881.20RIM881.70RIM881.40RIM881.96ST
ST
ST
ST
ST
ST
881881881881HP88
1
HP881882881
STSTSTRIM881.00RIM881.35880HP881881WWWWSTSTSTSTSTS
TRIM880.40882
WWDOOR882.25880.56880.25881.06DOOR882.25880.96880.400$7&+881.480$7&+881.800$7&+881.540$7&+881.510$7&+881.510$7&+881.400$7&+881.480$7&+881.46DOOR882.25HP881.17HP881.00GR882.00(;,67881.92DOOR882.25HP881.700$7&+880.92881.51881.56881.510$7&+881.340$7&+881.240$7&+881.190$7&+880.790$7&+881.000$7&+881.410$7&+881.800$7&+881.750$7&+881.900$7&+822.250$7&+881.890$7&+880.990$7&+882.880$7&+880.620$7&+880.33881.22881.40881.17881.30T/C880.80E/P880.79880.57880.38881.15881.540$7&+881.51882.25HP881.10880.71881.40HP881.50881.30881.400$7&+882.90881.15882.76882.150$7&+881.000$7&+882.00881.51881.40881.35880.98880.60880.60880.72880.790$7&+881.480$7&+881.20880.40880.40880.20880.63GR881.75GR882.250$7&+880.81881.69880.61HP880.85HP881.50881.38881.07881.14881.15881.18881.00881.47880.56HP881.60881.25881.15882.08881.06881.56881.21881.71881.45881.350$7&+884.340$7&+884.44881.50880.75881.25880.00880.00HP881.15HP881.60DOOR882.25DOOR882.250$7&+882.210$7&+882.11GR882.25HP882.06881.39881.18881.87GR882.0512" FES879.00DOOR882.25GR882.25881.87882.16881.76GR882.25GR882.15881.55T/C881.05E/P881.10881.60T/C881.10E/P881.14881.14881.64T/C881.14E/P881.64T/C881.14E/P881.09881.00HP881.19881.64T/C881.14E/P881.49881.32881.46881.24882.25T/C881.75E/P881.81T/C881.31E/PHP881.60HP881.10881.100$7&+882.00GR881.66882.00881
881.96881881.85GR882.05882882GR881.670$7&+880.390$7&+880.290$7&+883.500$7&+882.000$7&+882.110$7&+883.580$7&+880.590$7&+881.120$7&+881.00881881.40881.85881.73881.64881.55881.74RIM881.02HP881.30881.41GR881.758818828
8
2
x
x
Pipe - 206APipe - 206Pipe - 205Pipe - 204Pipe - 203Pipe - 202Pipe - 202APipe - 208Pipe - 207Pipe - 202BPipe - 101Pipe - 100Pipe - 201BPipe - 201APipe - 102Pipe - 300101201202202A202B203205206207208206A100300Pipe - 102A102A201A200Pipe - 201Pipe - 200204Storm Pipe TablePipe NamePipe - 100Pipe - 101Pipe - 102Pipe - 102APipe - 103Pipe - 103APipe - 104Pipe - 105Pipe - 105APipe - 105BPipe - 106Pipe - 106APipe - 107Pipe - 108Pipe - 109Pipe - 110Pipe - 111Pipe - 112Size303024122412242418182121181515121212MaterialRCPRCPRCPHDPERCPHDPERCPRCPHDPESCHD 40RCPRCPHDPEHDPEHDPEHDPEHDPEHDPELength44115183465345611366847722472849504471Slope0.04%0.05%0.32%1.00%0.32%1.00%0.32%0.32%1.71%1.00%0.29%0.25%0.50%0.50%0.50%0.65%0.36%0.30%DescriptionEXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWEREXISTING STORM SEWERPipe NamePipe - 113Pipe - 114Pipe - 114APipe - 200Pipe - 201Pipe - 201APipe - 201BPipe - 202Pipe - 202APipe - 202BPipe - 203Pipe - 204Pipe - 205Pipe - 206Pipe - 206APipe - 207Pipe - 208Pipe - 300Size121262424151518861512121212121212MaterialHDPEHDPEHDPEHDPEHDPEHDPESCHD 40HDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPERCPLength413519662571545577415672903429223815Slope0.74%0.50%1.00%0.28%0.28%0.99%1.00%0.54%0.79%0.00%0.50%0.46%0.45%0.60%0.60%0.60%0.60%1.37%DescriptionPERFORATED UNDERDRAINW/ RCP FESStorm Structure Table#100101102102A103103A104105105A106107Structure DetailsCATCH BASIN - CURB (6' DIA)RIM = 880.25Pipe - 101 = 875.20Pipe - 100 = 875.20EXISTING CATCH BASINRIM = 879.82Pipe - 102 = 875.08Pipe - 200 = 875.35Pipe - 101 = 875.15CATCH BASINRIM = 881.00Pipe - 103 = 875.66Pipe - 102A = 877.00Pipe - 102 = 875.66CATCH BASINRIM = 881.35Pipe - 102A = 877.46CATCH BASINRIM = 881.00Pipe - 104 = 875.83Pipe - 103A = 876.85Pipe - 103 = 875.83CATCH BASINRIM = 881.15Pipe - 103A = 877.30CATCH BASINRIM = 881.00Pipe - 105 = 876.03Pipe - 104 = 876.03CATCH BASIN (7' DIA)RIM = 880.10Pipe - 106 = 876.55Pipe - 105A = 876.55Pipe - 105 = 876.46STORM MANHOLERIM = 882.15Pipe - 105B = 877.82Pipe - 105A = 877.72CATCH BASIN (7' DIA)RIM = 880.33Pipe - 106A = 876.78Pipe - 107 = 876.78Pipe - 106 = 876.78CATCH BASINRIM = 880.88Pipe - 108 = 877.14Pipe - 107 = 877.14108109110111112113114200201201A202CATCH BASIN - CURBRIM = 881.00Pipe - 109 = 877.56Pipe - 108 = 877.56CATCH BASIN - CURBRIM = 881.00Pipe - 110 = 877.60Pipe - 109 = 877.60CATCH BASINRIM = 881.05Pipe - 111 = 877.93Pipe - 110 = 877.93CATCH BASINRIM = 881.20Pipe - 112 = 878.09Pipe - 111 = 878.09CATCH BASINRIM = 881.50Pipe - 113 = 878.30Pipe - 112 = 878.30CATCH BASIN (6' DIA)RIM = 881.95Pipe - 114 = 878.61Pipe - 114A = 878.61Pipe - 113 = 878.61CATCH BASINRIM = 881.95Pipe - 114 = 878.78CATCH BASINRIM = 880.40Pipe - 201 = 875.53Pipe - 200 = 875.53STORM MANHOLERIM = 881.16Pipe - 202 = 875.70Pipe - 201A = 875.70Pipe - 201 = 875.60STORM MANHOLE (3' DIA)RIM = 878.51Pipe - 201B = 876.40Pipe - 201A = 876.40STORM MANHOLERIM = 880.74Pipe - 203 = 876.04Pipe - 202A = 876.04Pipe - 202 = 875.94202A202B203204205206206A207208300OUTLET CONTROL STRUCTURERIM = 879.80Pipe - 202B = 876.50Pipe - 202A = 876.50CLEANOUTRIM = 880.00Pipe - 202B = 876.50CATCH BASINRIM = 880.34Pipe - 204 = 876.83Pipe - 203 = 876.83CATCH BASINRIM = 881.02Pipe - 205 = 877.16Pipe - 204 = 877.16CATCH BASINRIM = 881.21Pipe - 206 = 877.56Pipe - 205 = 877.56CATCH BASINRIM = 881.70Pipe - 206A = 877.77Pipe - 207 = 877.77Pipe - 206 = 877.77CATCH BASINRIM = 881.20Pipe - 206A = 877.94CATCH BASINRIM = 881.40Pipe - 208 = 877.90Pipe - 207 = 877.90CATCH BASINRIM = 881.96Pipe - 208 = 878.13CURB INLETNEENAH R-3165 FRAMEW/ TYPE A GRATERIM = 880.58Pipe - 300 = 879.20Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC1.21GRADING PLAN -SOUTHSCALE: 1" = 20'NorthEXISTINGBUILDINGPROPOSEDBUILDINGFFE = 882.25MATCH LINESEE SHEET C1.20PROPOSED BIO-RETENTION BASINDENOTES PROPOSED STORM SEWERCONNECTION. SEE PLUMBING PLANSFOR CONTINUATION INTO BUILDING.EXISTING PROPERTYBOUNDARYEXISTING PROPERTYBOUNDARYEXISTING PROPERTYBOUNDARYPROPOSED ADA PARKING. SHEETSHEET C5.01 FOR DETAILS.PROPOSED BIDALTERNATIVE #21.REMOVE EXISTING CASTING, REPAIR ANY BROKENADJUSTMENT RINGS, AND INSTALL NEW NEENAH R-2505FRAME AND TYPE D GRATE.2.INSTALL NEW CATCH BASIN ON EXISTING STORM SEWER.3.CAUTION! UTILITIES. VERIFY EXACT LOCATION AND ELEVATIONPRIOR TO STARTING CONSTRUCTION.4.DENOTES EXISTING STORM SEWER TO BE REPAIRED. LOCATESECTION OF 24" PIPE CONFLICTED WITH EXISTING SANITARYLATERAL. REMOVE AND REPLACE DAMAGED PIPE SECTIONS.#1234SITE BENCHMARKCHISELED CROSSEL = 882.1310/13/202310/04/2023BID DOCUMENT SET
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x
xxxxx
xxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x
xxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x xx x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx x xx x xx x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxx x x
xxxxxxxxxxx x x x
xxxxxxxxx x x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xx xxxxxxxxx x
x
xxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x
xxxxxxxxxxx xx xx xx
xxxxxxxxxxx xxx xx x
xx x x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x
xxxxxxxxxxxx x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x
x x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xx
x x x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
x
xxxxxxxx xxxxxxxxxxxxxx x x x x
x
xxx x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x x x x x x x x x x x
x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x
x x xx x x x x
x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x xx x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
xxxxx x x x xxxx
x
x x
x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
x
x
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
ST
ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST
STSTSTST
STST
STSTSTSTSTSTSTSTST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTSTST
E
E
E
E
ST
STGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGA
S
GAS
GASEEEEEEEEEEEEGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
EEEEEE
E
E
E
E
GASGASWWWWWSTEGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
EEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTGASGASGASGASGASWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W WWWWWWWWWWWWWWWWWWEEEEESAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SA
N
SAN
SAN
SA
N
SA
N
SAN
SAN
SA
N
SAN
SAN
SA
N
SAN
SAN
SA
N
SAN SAN W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
xxxxxxxxxxxxxxxConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC1.30DEMOLITIONPLANSCALE: 1" = 30'NorthDENOTES ITEM TO BE REMOVED OR DEMOLISHEDDENOTES PAVEMENT REMOVAL AREADENOTES CONCRETE REMOVAL AREADENOTES ITEM TO BE ABANDONED OR REMOVEDEXISTINGBUILDING(BUILDING TO BE REMOVED.SEE ARCHITECTURAL PLANS)EXISTINGBUILDING1.DENOTES EXISTING PAVEMENT TO BE REMOVED (TYP)2.DENOTES EXISTING CONCRETE TO BE REMOVED (TYP)3.DENOTES EXISTING SCREEN WALL TO BE REMOVED. REMOVEWALL FOOTING TO 18" BELOW FINISH GRADE4.DENOTES EXISTING CURB AND GUTTER TO BE REMOVED(TYP)5.DENOTES EXISTING TREE TO BE REMOVED (TYP)6.DENOTES EXISTING WATERMAIN TO BE ABANDONED (TYP)7.DENOTES EXISTING CROSSWALK TO BE REMOVED (TYP)8.DENOTES EXISTING BUS STOP SHELTER TO BE REMOVED BYTHE CITY OF JANESVILLE9.DENOTES EXISTING CONCRETE STAIRS TO BE REMOVED(TYP)10.DENOTES EXISTING STORM SEWER TO BE ABANDONED (TYP)11.DENOTES EXISTING ELECTRIC TO BE ABANDONED (TYP)12.DENOTES EXISTING TRANSFORMER TO BE REMOVED (TYP)(COORDINATE WITH UTILITY COMPANY)13.DENOTES EXISTING SANITARY SEWER TO BE REMOVED (TYP).CONTRACTOR TO MORTAR AND ABANDON EXISTINGSANITARY LATERAL IN PLACE AFTER CROSSING EXISTING 24"STORM SEWER.14.DENOTES EXISTING GAS TO BE ABANDONED (TYP)15.DENOTES EXISTING LIGHT POLE TO BE REMOVED (TYP).COORDINATE WITH ELECTRICAL16.DENOTES EXISTING STORM STRUCTURE TO BE REMOVED(TYP)17.DENOTES EXISTING FIRE HYDRANT TO BE REMOVED (TYP)18.DENOTES EXISTING SANITARY LATERAL CONNECTION TO BEREMOVED. MORTAR SOUTHWEST BENCH.19.DENOTES EXISTING GATE VALVE TO BE REMOVED.20.DENOTES EXISTING POST INDICATOR VALVE TO BEREMOVED.21.DENOTES EXISTING ELECTRIC VAULT TO BE ABANDONED.#6655555555822223391111110107444444444422443324410101111612131414146DENOTES PROPOSEDBUILDING FOOTPRINTDENOTES PROPOSEDBUILDING FOOTPRINTMILTON AVEREFSET DRDENOTES TREE TO BE REMOVED(MARK ALL TREE REMOVALS IN THE FIELD AND VERIFY WITH OWNERPRIOR TO REMOVAL)11151515151616161616161643111414617171610572113154435551511111111119201813131515151644446666610/13/202310/04/2023BID DOCUMENT SET
SDSDSDHCHCHCHCHCHCHCHCHCHCDNDNDNHCHCHCHCHCHCDWUPDNUPUPDNSDSDSDUPHCHCHCHCHCHCHCHCHCHCDNDNDNDNUPUPHCHCHCHCHCHCDWDNSTSTSTST
STST
STSTSTSTSTSTST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
STSTSTSTSTSTST
E
E
E
STGASGA
S
EEEEEEGASGAS GASGASGASGASGASGASEEEEEEEEEEEEEEEEEE E E
WWSTEGASGASGASEEEEEEEEEE
EEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTGASGASGASGASW
W WWWWWWWWWWWEEESAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWW
WWWWWWWWSAN
DRIVETHRUDRIVETHRU882
WWWWWW
W
W
W
W
W
W
W
WWWWWWWWWW
WWWWWW
W
W
W
W
W
W
W
WWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W881880879W
W WW
W
W
WW HPHP
HPSTSTST
ST
STSTST STSTSTSTSTSTSTSTSTST ST
ST
ST
ST STSTSTSTSTSTSTSTSTSTSTSTSTSTST
STST881881881881881
881881HP881 HPHPHPHPHP881881882881 STST880HP88188188
2 HPWWSTST882882882
W882882881
882882
88288288188288288188188288
2
8
8
2
1.WDNR PERMIT COVERAGE IS REQUIRED. POST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTILCONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OF TERMINATION IS FILED WITHWDNR.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE ENGINEER AT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.4.CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURSAFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEM AVAILABLEUPON REQUEST.5.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HASBEEN STABILIZED.6.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZELAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVETOPSOIL.7.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AThttp://dnr.wi.gov/topic/stormwater/standards/const_standards.html.8.INSTALL PERIMETER EROSION CONTROLS, (IF REQUIRED) AND TRACKOUT CONTROL PRACTICES PRIOR TO ANYLAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD 1057 FORTRACKOUT CONTROL AT CONSTRUCTION ENTRANCE(S) (IF REQUIRED).9.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/ORIMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLET PROTECTIONFOR CONSTRUCTION SITES #1060.10.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARYGRADING FOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSIONCONTROL #1067.11.PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUNDWATERDEWATERING IS SUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR HIGH CAPACITY WELL APPROVAL IFCUMULATIVE PUMP CAPACITY IS 70 GPM OR MORE.12.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. PERFORM DEWATERINGOF ACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DE-WATERING #1061.13.BIORETENTION BASIN WILL SERVE AS SEDIMENT BASIN DURING CONSTRUCTION. INSTALL OUTLET CONTROLSTRUCTURE, STORM PIPING, AND GRADE BASIN AS SHOWN ON THE PLAN BUT DO NOT INSTALL ENGINEERED SOIL ANDSTONE STORAGE LAYER UNTIL SITE IS FINISH GRADED AND STABILIZED. CONTACT THE ENGINEER PRIOR TOINSTALLING STONE STORAGE LAYER AND ENGINEERED SOIL. UPON APPROVAL FROM THE ENGINEER, REMOVEACCUMULATED SEDIMENT AND EXCAVATE BASIN TO BOTTOM ELEVATION SHOWN ON THE DETAILS. INSTALLUNDERDRAIN, STONE STORAGE LAYER, AND ENGINEERED SOIL. IMMEDIATELY PROTECT THE BIORETENTION BASIN ANDVEGETATION FROM RUNOFF AND SEDIMENT DURING CONSTRUCTION. REFERENCE THE WDNR TECHNICAL STANDARDBIORETENTION FOR INFILTRATION # 1004.14.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROMBEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OFTHE FENCE AND/OR BARRIER HEIGHT.15.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES(TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARDDITCH CHECKS #1062.16.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTUREDPERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.17.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETERCONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.18.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER.- BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE- OCTOBER 15 THROUGH COLD WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.19.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.20.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTSBEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE WDNR/MUNCIPALITY. SEPARATE SWEPT MATERIALS(SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.21.CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ONCONSTRUCTION SITES # 1068.22.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANINGWASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFFINTO THE RECEIVING CHANNEL.25. FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES 4:1 OR GREATER (OR AS SHOWN ON THEPLAN), PROVIDE CLASS I TYPE TYPE A (WITH ACCELERATED DEGRADABLE NETTING) EROSION CONTROLMATTING. SELECT EROSION MATTING FROM WDOT’S PRODUCT ACCEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PERWDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.23.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS (OR AS SHOWN ON THE PLANS), PROVIDE NORTHAMERICAN GREEN SC150 (OR APPROVED EQUAL) EROSION CONTROL MATTING. INSTALL AND MAINTAIN PER WDNRTECHNICAL STANDARD CHANNEL EROSION MAT #1053.24.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBEDAREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.25.INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES (SUCH AS TEMPORARY SEDIMENT BASINS, DITCHCHECKS, EROSION CONTROL MATTING, SILT FENCING, FILTER SOCKS, WATTLES, SWALES, ETC.), OR AS DIRECTED BYWDNR/MUNICIPALITY26.NOTICE OF TERMINATION: WHEN THE SITE HAS BEEN FULLY STABILIZED AND ALL STORMWATER DISCHARGES FROM THESITE AUTHORIZED UNDER THE NOI PERMIT HAVE BEEN ELIMINATED, A NOTICE OF TERMINATION SHALL BE FILED WITHTHE DNR. CONTRACTOR SHALL SUBMIT A COMPLETED NOTICE OF TERMINATION APPLICATION IN ACCORDANCE WITHTHE PERMIT REQUIREMENTS PRIOR TO FINAL PAYMENT.Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC1.40EROSIONCONTROL PLANSCALE: 1" = 40'NorthPROPOSEDBUILDINGSEDIMENT LOGCONSTRUCTION ENTRANCEEROSION MATINLET SEDIMENT GUARDDENOTES EROSION MAT (TYPE 1, CLASS A) WITHACCELERATED DEGRADABLE NETTING. NORTHAMERICAN GREEN S75 (OR APPROVED EQUIV.)DENOTES PROPOSEDSEDIMENT LOG (TYP.)MILTON AVEREFSET DRDENOTES PROPOSED FIELDSTONECOBBLES (6"-8" DIA) W/ GEOFABRIC LINERDENOTES EXISTINGPROPERTY BOUNDARYDENOTES EXISTINGPROPERTY BOUNDARYDENOTES EXISTINGPROPERTY BOUNDARYDENOTES PROPOSEDSEDIMENT LOG (TYP.)DENOTES PROPOSEDSEDIMENT LOG (TYP.)DENOTES PROPOSEDSEDIMENT LOG (TYP.)PROPOSED CONSTRUCTION ENTRANCE.IMPLEMENT TRACKOUT CONTROL MEASURESPER WDNR TECHNICAL STANDARD 1057PROPOSED BIDALTERNATIVE #2PROPOSED BIDALTERNATIVE #1DENOTES PROPOSEDSEDIMENT LOG (TYP.)1.DENOTES PROPOSED TYPE B INLETPROTECTION. SEE SHEET C5.01 FOR DETAILS2.DENOTES PROPOSED TYPE C INLETPROTECTION. SEE SHEET C5.01 FOR DETAILS#122221111111111111111111111111DENOTES EXISTINGPROPERTY BOUNDARYDENOTES EXISTINGPROPERTY BOUNDARYDENOTES EXISTINGPROPERTY BOUNDARY10/13/202310/04/2023BID DOCUMENT SET
8798808818818818818818818
8
1 881881881881881881881881881881881881881
881
881881
881881881881881881881882882882882882
882882882882882882882 8828
8
2
8
8
2
882882882
882882882
8828828828828828828828828828838838838838838
8
3 8848848848848848848848848848848848858858858858858858858868868868868868868868868868868878878870( IN FEET )1 inch = ft.Graphic Scale3060301530NorthFOREXISTING CONDITIONS SURVEYJANESVILLE MALL2500 MILTON AVEJANESVILLE, WIofDate:Drawing No.SheetCSE Job No.:Checked By:Drawn By:11EC - 309/21/202222 - 009NJFRAPCSECAPITOL SURVEY ENTERPRISES220 REGENCY CT. STE. 210BROOKFIELD, WI 53045Ph: (262) 786-6600Fax: (414) 786-6608www.capitolsurvey.comLEGENDSCALE: 1" = 30'Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC1.50EXISTINGSURVEYNorth10/13/202310/04/2023BID DOCUMENT SET
VANACCESSIBLERESERVEDPARKINGVEHICLES
WITH
VET ORDIS PLATES OR STATEDISABLED CARDTHIS SPACE············Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC5.00CONSTRUCTIONDETAILS10/13/202310/04/2023BID DOCUMENT SET
ST
ST
ST
ST
ST
ST
ST EEEEE
E EEEEEW
W
W
W
W
W
W
W
W
W
881HPHP882.67882.40882.19882.46882.67882.46882.40882.190$7&+882.480$7&+882.710$7&+883.000$7&+883.000$7&+882.610$7&+882.220$7&+881.900$7&+881.950$7&+882.17882.76882.76HP882.84HP882.25881.95881.53881.53881.95882.32882.27882.49882.11882.03882.49882.32882.27882.11882.03882.69T/C882.19E/P882.69T/C882.19E/P881.75881.40881.86HP882.75HP882.54882882WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W HPSTSTSTSTSTSTSTSTSTSTST881881881.64T/C881.14E/P881.62T/C881.12E/P881.11T/C881.06E/P881.72881.22881.03T/C880.98E/P880.95T/C880.90E/P880.87T/C880.82E/P880.82T/C880.77E/P881.21T/C880.71E/P881.06880.94880.76880.64880.57880.93881.64880.93881.09881.19881.14881Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/04/2023220025.00C2023-15Bid Set DocumentsC5.01CONSTRUCTIONDETAILSSCALE: 1" = 10'North1.DENOTES PROPOSED ADA PARKING 1.8% MAX SLOPE IN ANYDIRECTION (TYP)2.DENOTES PROPOSED BARRIER STYLE CURB3.DENOTES PROPOSED TRUNCATED DOMES (TYP)4.DENOTES PROPOSED RAMP 8% MAX SLOPE5.DENOTES PROPOSED HANDICAP SIGN (TYP)6.DENOTES PROPOSED ADA RAMP#1111112231.DENOTES PROPOSED ADA PARKING 1.8% MAX SLOPE IN ANYDIRECTION (TYP)2.DENOTES PROPOSED 5' CURB TAPER3.DENOTES PROPOSED TRUNCATED DOMES (TYP)4.DENOTES PROPOSED 1.8% MAX SLOPE5.DENOTES PROPOSED RAMP 8% MAX SLOPE6.DENOTES PROPOSED HANDICAP SIGN (TYP)7.DENOTES PROPOSED HANDICAP RAMP - TYPE 2#115523347666655554SCALE: 1" = 10'North53210/13/202310/04/2023BID DOCUMENT SET
UPDNDNDNDNUPUPDN1" / 1'-0"1" / 1'-0"1" / 1'-0"ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
ST
ST
ST
ST EEEESTSTGAS GASGASEEEEEEEEEEGASGASGASGASGA
S
GASGAS
GAS
GAS
GAS
GAS
GA
S
GASEEEEEEEEEEEEEEEEEEEEEEEEGAS
GAS
W
W
WST
EGASGASGASGASEEEEE
E
E
E
E
E
E
E
EE
E
E
E
E E
E E
EE
EEEEE
E
E
E
E
E
E WWWWWW
W
W
W
WWWWWWW
W
W
W
W
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
GASGASGASGASGASWWWWWWWWW
W
W
W
W
WWWWE
E
E
E
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWWWWWWW31
5
13
30
34
30
28
28
37
43
20
15
10
19
37
41
23
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SANWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WSANSANDO NOT ENT
E
R
DO
N
O
T
E
N
T
E
R
DRIVETHRU DRIVETHRUDRIVETHRUDRIVETHRU
DRIVETHRUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W WWW WWWW
W W W WWW
WSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST18
16
27
STSTL1.00
EXISTING
BUILDING
MILTON AVERE
F
S
E
T
D
R
PROPOSED
BUILDING
PROPOSED
TRANSFORMER
PROPOSED DROP OFF LANE
PROPOSED BIORETENTION BASIN
PROPOSED BUS STOP
PROPOSED PROPERTY
BOUNDARY
EXISTING PUMP
BUILDING
PROPOSED TRASH
ENCLOSURE AREA
Site Summary
Street Frontage 645 LF
Paved Areas 164,096 SF
Building Foundations 1,376 LF
Code Category Ratio Requirement Provided
Street Frontage 1 Tree / 50 LF 12.9 Trees 9 Trees (L1.01)
4 Trees (L1.02)
13 Trees
Paved Areas 150 Points / 3,000 SF 8,204.8 Points 5,400 Points (L1.01)
3,130 Points (L1.02)
8,530 Points
Building Foundations 300 Points / 100 LF 4,128.0 Points 2,270 Points (L1.01)
1,870 Points (L1.02)
4,140 Points
LANDSCAPE REQUIREMENTS
GENERAL NOTES
Lawn areas to be seeded with premium commercial grade bluegrass seed mix, see specifications.
Plant beds and parking lot islands to receive a 3-4" deep layer of shredded hardwood mulch.
All plantings shall comply with standards as described in the American Standard of Nursery Stock -
ANSI Z60.1 (Latest Version)
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
EX. SIGN
OUTDOOR SEATING AREA
OUTDOOR SEATING AREA
L1.01
L1.02
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
10/13/2023
220025.00 C2023-15
Permit Resubmittal Set
L1.01
L1.02
EXISTING
BUILDING
SCALE: 1" = 40'
North
LANDSCAPE PLAN
OVERALL
LAWN
SNOW
STORAGE
SNOW
STORAGE
LAWN
LAWN
LAWN
PUBLIC
WALK
PUBLIC
WALK
LAWN
WALK
BIKE RACKS
BIKE RACKS
PROPOSED DROP OFF LANE
LAWN
LAWN
LAWN
10/04/2023
BID DOCUMENT SET
DNST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTSTSTSTSTSTEEEESTSTEEEEEEEEEEGASGASGASGASGA
S
GASGAS
GA
S
GA
S
GA
S
GA
S
GA
S
GASEEEEEEEEEEEEEEEEEEEEW
WST
EGASGASGASGASEEEEE
E
E
E
E
E
E
E
EE
E
E
E
E
E
E E
EE
EEEEE
E
E
E
E
E
E WWWWWW
W
W
W
WWWWWWW
W
W
W
W
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
WWWWWWWWW
W
W
W
W
WWWWE
E
E
E
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWWWWWWWDO NOT E
N
T
E
R
DO
N
O
T
E
N
T
E
R
DRIVETHRU DRIVETHRUDRIVETHRUDRIVETHRU
DRIVETHRU882WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST8818818
8
2
88
2
88288
1
882881881ST(12) LBS
(3) LQF
(20) PDG
(3) JUN
(3) BMV
(3) IHD
(6) DY
(17) PDG
(3) DY
(1) CWH
(3) SSP
LAWN
EX. LAWN
EX. LAWN
PROPOSED
BUILDING
EX. SIGN
EXISTING PUMP
BUILDING
PROPOSED PROPERTY
BOUNDARY
LAWN
STONE MAINTENANCE
STRIP TYP.
(24) LSR
OUTDOOR SEATING AREA
FUTURE BUILDING
ADDITION
EX. LAWN
EXISTING TREE
TO REMAIN
EX. LAWN
LAWN
LAWN
LAWN
(14) RUD
(32) KKC
CONCRETE WALK
(3) AH
(13) RUD
(1) IHD
SNOW
STORAGE
BIKE RACKS
DROP OFF LANE
(5) ARO
(1) SKH
(24) ARO
(1) VFE
(17) ARO
(20) ARO
(9) SYM
(9) SYM
(7) KFG
(13) ARO
(2) RPO
(25) SYM
(27) SYM
(24) SYM
(7) KFG
(13) ARO
(2) RPO
(3) VFE
(2) RPO
(2) CHB
(2) ZEL
(2) RPO
(3) ZEL
(2) RPO
(2) RPO
(1) SWO
(1) SWO
(1) RPO
(2) RPO
(1) HEP
(16) KKC
(1) HEP (3) HEP
LAWN
(2) RPO
STONE MAINTENANCE
STRIP, TYP.
CONCRETE WALK
(5) DY
(5) DY
(4) JUN
(3) SSP
(4) JUN
(3) SSP
(3) JUN
DROP OFF LANE
STONE MAINTENANCE STRIP, TYP.
PUBLIC WALK
NEW PAVEMENT
SECTION LIMIT LINE
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
CHB Celtis occidentalis / Prairie Sentinel Hackberry 2" Cal.B&B 2
RPO Quercus robur x bicolor 'Long' TM / Regal Prince Oak 2" Cal.B&B 4
VFE Ulmus americana 'Frontier Elm' / Frontier American Elm 2" Cal.B&B 3
PLANT SCHEDULE NORTH STREET FRONT
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
SKH Gleditsia triacanthos inermis 'Draves' TM / Street Keeper Honey Locust 2" Cal.B&B 1
SWO Quercus bicolor / Swamp White Oak 2" Cal.B&B 2
RPO Quercus robur x bicolor 'Long' TM / Regal Prince Oak 2" Cal.B&B 13
VFE Ulmus americana 'Frontier Elm' / Frontier American Elm 2" Cal.B&B 1
ZEL Zelkova serrata / Japanese Zelkova 7` Ht.B&B 5
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
ARO Aronia melanocarpa / Low Scape Mound® Black Chokeberry 18" Ht.Cont.92
SYM Symphoricarpos x doorenbosii 'Kolmcan' / First Editions® Candy™ Snowberry 36" Ht.Cont.94
ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY
KFG Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass 1 Gal.Pot 14
PLANT SCHEDULE NORTH PARKING LOT
ORNAMENTAL TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
CWH Hamamelis virginiana / Common Witch Hazel 5` Ht.B&B 1
EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
SSP Pinus cembra 'Chalet' / Chalet Swiss Stone Pine 5` Ht.B&B 9
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
HEP Heptacodium miconioides / Seven Son Flower 7` Ht.B&B 5
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
IHD Cornus alba 'Bailhalo' TM / Ivory Halo Dogwood 36" Ht.Cont.4
AH Hydrangea arborescens 'Annabelle' / Annabelle Hydrangea 24" Ht.Cont.3
LQF Hydrangea paniculata 'SMHPFL' / Little Quick Fire Hydrangea 24" Ht.Cont.3
BMV Viburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum 36" Ht.Cont.3
EVERGREEN SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
JUN Juniperus x pfitzeriana 'Monsan' / Sea of Gold® Pfitzer Juniper 24" Ht.Pot 14
DY Taxus x media 'Densiformis' / Dense Japanese Yew 24" Sprd.Cont.19
ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY
LBS Schizachyrium scoparium / Little Bluestem 1 Gal.Pot 12
PDG Sporobolus heterolepis / Prairie Dropseed 1 Gal.Pot 37
PERENNIALS BOTANICAL / COMMON NAME SIZE ROOT QTY
KKC Echinacea purpurea 'Kim's Knee High' / Kim's Knee High Coneflower 4.5"Pot 48
LSR Perovskia atriplicifolia 'Little Spire' / Little Spire Russian Sage 4.5"Pot 24
RUD Rudbeckia hirta / Black-eyed Susan 4.5"Pot 27
PLANT SCHEDULE NORTH BUILDING FRONT
POINTS PER TOTAL POINTS
150 150
150 300
60 780
150 150
60 300
20 1,880
20 1,840
--
5,400
POINTS PER TOTAL POINTS
150 300
150 600
150 450
1,350
POINTS PER TOTAL POINTS
60 60
60 540
150 750
20 80
20 60
20 60
20 60
20 280
20 380
--
--
--
- -
- -
2,270
L1.01
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
10/13/2023
220025.00 C2023-15
Permit Resubmittal SetMILTON AVESCALE: 1" = 20'
North
LANDSCAPE PLAN
NORTH
MATCH LINE L1.02
10/04/2023
BID DOCUMENT SET
UPDNDNDNDNUPUP1" / 1'-0"1" / 1'-0"1" / 1'-0"ST
ST STSTSTSTSTSTSTSTSTST
ST
ST
ST
ST
ST
ST
GA
S GASGASEEEEGA
S
GA
SGAS
GASGASGASGASSANSANSANSANSANSANSANSANSANSANSANWWWWWWWSA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
NWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WSANSAN881882WWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W WWW
881880
879882
W W W WWW
WSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST881 881881881
881
8818818828
8
1
881
880 ST880 881881882
(1) AMH
(1) AMH
(1) VFE
(3) SSP
(5) PFG
(3) PFG
(3) SSP
(1) QFH
(3) PFG
(1) SSP
(1) QFH
(13) PDG
(5) PFG
(3) LQF
PROPOSED
BUILDING
PROPOSED DROP OFF LANE
PROPOSED TRASH
ENCLOSURE AREA
TRANSFORMER
EXISTING
BUILDING
STONE MAINTENANCE STRIP, TYP.
LAWN
OUTDOOR SEATING AREA
FUTURE BUILDING
ADDITION
WA
L
K
WALKLAWN
LAWN
BIKE RACKS
(28) KKC
(14) RUD
SNOW
STORAGE
LAWN
LA
W
N
LAWN
(3) DKL
(2) DKL
(23) PDG
(8) RUD
(16) KKC
LAWN
LAWN
(19) RUD
(1) VFE
BIORETENTION BASIN
(WETLAND SEED MIX)
(19) ARO
(16) ARO
(1) AMH
(3) SKH
(1) SWO
(2) BC
(1) BC
(2) WS
(5) CHB
(1) VFE
(2) RPO
(1) CHB
(1) HEP
(1) ABS
(1) SWO
(1) SWO
(1) ABS
LAWN
LAWN
WA
L
K
WA
L
K
LAWN
LAWN
STONE MAINTENANCE STRIP, TYP.
LAWN
PROPOSED BUS STOP
(3) BMV
(3) SSP
(3) SSP
(4) BMV
(9) KCJ
(5) BMV
(4) JUN
(6) JUN
PUBLIC WALK
NEW PAVEMENT
SECTION LIMIT LINE
WA
L
K
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
CHB Celtis occidentalis / Prairie Sentinel Hackberry 2" Cal.B&B 1
RPO Quercus robur x bicolor 'Long' TM / Regal Prince Oak 2" Cal.B&B 2
VFE Ulmus americana 'Frontier Elm' / Frontier American Elm 2" Cal.B&B 1
PLANT SCHEDULE SOUTH STREET FRONT
ORNAMENTAL TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
AMH Carpinus caroliniana / Wisconsin Red Musclewood 2" Cal.B&B 3
EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
WS Picea glauca / White Spruce 7` Ht.B&B 2
BC Taxodium distichum / Bald Cypress 7` Ht.B&B 3
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
CHB Celtis occidentalis / Prairie Sentinel Hackberry 2" Cal.B&B 5
SKH Gleditsia triacanthos inermis 'Draves' TM / Street Keeper Honey Locust 2" Cal.B&B 3
SWO Quercus bicolor / Swamp White Oak 2" Cal.B&B 3
VFE Ulmus americana 'Frontier Elm' / Frontier American Elm 2" Cal.B&B 2
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
ARO Aronia melanocarpa / Low Scape Mound® Black Chokeberry 18" Ht.Cont.35
PLANT SCHEDULE SOUTH PARKING LOT
ORNAMENTAL TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
ABS Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 7` Ht.B&B 2
EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
SSP Pinus cembra 'Chalet' / Chalet Swiss Stone Pine 5` Ht.B&B 13
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
HEP Heptacodium miconioides / Seven Son Flower 7` Ht.B&B 1
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
QFH Hydrangea paniculata 'Quick Fire' / Quick Fire Hydrangea 36" Ht.Cont.2
LQF Hydrangea paniculata 'SMHPFL' / Little Quick Fire Hydrangea 24" Ht.Cont.3
DKL Syringa meyeri 'Palibin' / Dwarf Korean Lilac 36" Ht.Cont.5
BMV Viburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum 36" Ht.Cont.12
EVERGREEN SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
KCJ Juniperus x pfitzeriana 'Kallay's Compact' / Kallay's Compact Pfitzer Juniper 24" Sprd.Cont.9
JUN Juniperus x pfitzeriana 'Monsan' / Sea of Gold® Pfitzer Juniper 24" Ht.Pot 10
ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY
PFG Miscanthus sinensis 'Purpurescens' / Purple Flame Grass 1 Gal.Pot 16
PDG Sporobolus heterolepis / Prairie Dropseed 1 Gal.Pot 36
PERENNIALS BOTANICAL / COMMON NAME SIZE ROOT QTY
KKC Echinacea purpurea 'Kim's Knee High' / Kim's Knee High Coneflower 4.5"Pot 44
RUD Rudbeckia hirta / Black-eyed Susan 4.5"Pot 41
PLANT SCHEDULE SOUTH BUILDING FRONT
POINTS PER TOTAL POINTS
60 180
60 120
60 180
150 750
150 450
150 450
150 300
20 700
3,130
POINTS PER TOTAL POINTS
150 150
150 300
150 150
600
POINTS PER TOTAL POINTS
60 120
60 780
150 150
20 40
20 60
20 100
20 240
20 180
20 200
--
--
--
--
1,870
L1.02
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
10/13/2023
220025.00 C2023-15
Permit Resubmittal Set
SCALE: 1" = 20'
North
LANDSCAPE PLAN
SOUTH
RE
F
S
E
T
D
RMILTON AVEMATCH LINE L1.01
10/04/2023
BID DOCUMENT SET
DNUPUPA8.112SimA8.111SimDNUPUPSA
N
SA
N
W
W
W
W
W
W
W
WSANWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W WWW881880
879
WWWW881 881
881
880 881881882881
882
(1) AMH
(1) AMH
BUILDING ADDITION
WA
L
K
WALKLAWN
BIORETENTION BASIN
(WETLAND SEED MIX)
(3) SKH
(1) SWO
(2) BC
(1) BC
(2) WS
LAWN
LAWN
(3) SSP
(3) DKL
(1) QFH
(5) BMV
(1) QFH
(11) KCJ
(1) QFH
(5) BMV
(1) QFH
(16) KKC
(8) RUD
(6) DMP
(23) PDG
(1) VFE
(19) AWS
LAWN
(4) AH
(13) RUD
(10) RUD
(3) SSP
(3) DKL
(4) PFG
(3) AH
(2) DKL
(7) AH
(5) SSP
BUS STOP
LIGHT, TYP.
E
E
E
E
E
E
E EWW
WWWWWWWWWWWWWWWW881881881
8
8
2
882882 882(24) GLS
(20) GLS
(9) DBH
(2) RPO
(1) SWO
(1) SWO LAWN
(3) BMV
(2) IHD
(13) RUD
(16) KKC
(3) SSP
(17) PDG
(2) IHD(1) ABS
BUILDING ADDITION
(5) RUD
(5) LBS
(5) DMP
(5) LQF
(13) RUD
(9) PDG
(10) KKC
(3) AH
(1) RPO
(3) AH
(3) DMP
LIGHT, TYP.
ORNAMENTAL TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
ABS Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 7` Ht.B&B 1
EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
SSP Pinus cembra 'Chalet' / Chalet Swiss Stone Pine 5` Ht.B&B 3
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
RPO Quercus robur x bicolor 'Long' TM / Regal Prince Oak 2" Cal.B&B 1
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
IHD Cornus alba 'Bailhalo' TM / Ivory Halo Dogwood 36" Ht.Cont.4
AH Hydrangea arborescens 'Annabelle' / Annabelle Hydrangea 24" Ht.Cont.6
LQF Hydrangea paniculata 'SMHPFL' / Little Quick Fire Hydrangea 24" Ht.Cont.5
BMV Viburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum 36" Ht.Cont.3
EVERGREEN SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
DMP Pinus mugo 'Pumilio' / Dwarf Mugo Pine 24" Ht.B&B 8
ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY
LBS Schizachyrium scoparium / Little Bluestem 1 Gal.Pot 5
PDG Sporobolus heterolepis / Prairie Dropseed 1 Gal.Pot 26
PERENNIALS BOTANICAL / COMMON NAME SIZE ROOT QTY
KKC Echinacea purpurea 'Kim's Knee High' / Kim's Knee High Coneflower 4.5"Pot 26
RUD Rudbeckia hirta / Black-eyed Susan 4.5"Pot 31
PLANT SCHEDULE ALTERNATE #1
EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
SSP Pinus cembra 'Chalet' / Chalet Swiss Stone Pine 5` Ht.B&B 11
DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY
VFE Ulmus americana 'Frontier Elm' / Frontier American Elm 2" Cal.B&B 1
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
AH Hydrangea arborescens 'Annabelle' / Annabelle Hydrangea 24" Ht.Cont.14
QFH Hydrangea paniculata 'Quick Fire' / Quick Fire Hydrangea 36" Ht.Cont.4
AWS Spiraea x bumalda 'Anthony Waterer' / Anthony Waterer Spiraea 18" Ht.Cont.19
DKL Syringa meyeri 'Palibin' / Dwarf Korean Lilac 36" Ht.Cont.8
BMV Viburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum 36" Ht.Cont.10
EVERGREEN SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY
KCJ Juniperus x pfitzeriana 'Kallay's Compact' / Kallay's Compact Pfitzer Juniper 24" Sprd.Cont.11
DMP Pinus mugo 'Pumilio' / Dwarf Mugo Pine 24" Ht.B&B 6
ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY
PFG Miscanthus sinensis 'Purpurescens' / Purple Flame Grass 1 Gal.Pot 4
PDG Sporobolus heterolepis / Prairie Dropseed 1 Gal.Pot 23
PERENNIALS BOTANICAL / COMMON NAME SIZE ROOT QTY
KKC Echinacea purpurea 'Kim's Knee High' / Kim's Knee High Coneflower 4.5"Pot 16
RUD Rudbeckia hirta / Black-eyed Susan 4.5"Pot 31
PLANT SCHEDULE ALTERNATE #2
L1.03
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
220025.00 C2023-15
Bid Set Documents
SCALE: 1" = 20'
North
LANDSCAPE PLAN
BID
ALTERNATIVES
LANDSCAPEDETAILS &NOTESFinished gradeNOTES:RootballMulch3x DIA. OF ROOTBALLdepth ofrootball6"6" min.Approved backfill, thoroughlymixed prior to installation.Native grade or certifiedcompacted grade.-See planting specifications priorto installation of plants.Existing soil.Soil under rootball undisturbed tosupport root ball and reduce settling.Remove transit guard.Backfill: Use approved backfill perspecification. Water thoroughly toeliminate air pockets. Do not tamp!2-4" depth of woody mulch: Shredded hardwoodbark, aged or similar mulch. Keep mulch 6"back from trunk.Remove wire baskets completely or cut top(minimum 12 of the basket) and fold down in the pitafter positioned and backfilled halfway. Cut andremove all poly ties.Remove excess soil from top of ball to naturalsurface of rootball-if needed.Prune tree as required- methodsvary depending on species andtime of year. (See specification)Wrap trunk of tree if required (See specifications).Plant tree at 1"-2" above level offinish grade. Allow for settling.4" soil saucer.Rootball - Remove burlap andtwine from top 13 rootball. Ifsynthetic matr'l - removecompletely once in place.Notes: -See plantingspecifications prior to installationof plants.8' Long hardwood stake placed on windward andleeward side of tree. Galvanized wire with rubberhose (typical) Alternate: Nylon strapping1.01 All landscape installation & maintenance to conform with all applicable local codes & ordinances.1.02 See Site dwgs. for work limits, scope of construction, hardscape, dimensions &/or construction notes. SeeCivil dwgs. for all hardscape, grading, stormwater management, site utilities & erosion control. SeeLandscape dwgs. for landscape plans, site amenities, details, schedules, notes. See Architectural dwgs.for all construction. See Electrical drawings for all power, circuiting, lighting & security. See Mechanicaldrawings for other site equipment.1.03 Contractor shall provide shop drawings and material submittals of all hardscape & landscape constructionelements shown in plan set for Landscape Architect review prior to construction.1.04 Contractor to provide samples for Landscape Architect's approval on all colors, finishes & materials prior toconstruction, including (but not limited to) topsoil, gravels, mulches, seed mixes et al.1.05 Caution: underground utilities are present on site. The Contractor shall verify location of all above- andbelow-grade utilities, both public & private, prior to commencement of site construction. If unanticipatedabove- or below-grade conditions are encountered, notify Client & Landscape Architect prior toproceeding. Coordinate with local public utility locating entity as needed.1.06 Contractor to verify hardscape layout prior to construction. Contact Landscape Architect if discrepanciesare found.1.07 Contractor to limit construction traffic to within work limit lines. All adjacent damage shall be theresponsibility of the contractor to restore. See Civil drawings for limits of disturbance.1.08All written dimensions supersede scaled dimensions. All dimensions are taken from face of curb, wall orexisting building foundations.2.01 Rough grading & topsoil import/spreading are to be completed by others. Finish grading, seed area andplanting bed preparation shall be the landscape contractor's responsibility. Verify all existing site andgrading conditions prior to construction.2.02 All areas disturbed by site construction shall be fine graded and restored with vegetative cover as shown.See plans for cover types & locations, see specifications for materials & installation.2.03 Contractor shall verify plant quantities shown on plan. Symbol quantities take precedence over plant keys,except as noted in the plant schedule. Contractor shall forward a material list to the Landscape Architectprior to construction identifying species, sizes & plant sources to be used on the project.2.04 All plant materials shall conform to the schedule and shall meet quality requirements outlined in the ANLA"American Standard for Nursery Stock", ANSI Z60.1-2004.The Landscape Architect reserves the right toreject any substandard planting material. Such rejected material shall be removed from the project siteimmediately.2.05An Owner's representative shall be allowed to inspect and approve trees at the nursery prior to delivery tothe site.2.06 All nursery tags/labels shall be left on plant materials until the project punch-list inspection is completed bythe Landscape Architect. Untagged materials will be assumed to be deficient.2.07 Topsoil requirements:- All planting beds shall contain screened blended topsoil mix to a min. depth of 18". All raised plantersshall have a min. depth of 14". All turf areas shall have a min. depth of 6".- Existing topsoil meeting project specifications may be stripped, stored & re-used if previously approved.Contractor shall remove all excessive clay, gravel & stones detrimental to healthy plant growth. Contractorshall remove all debris greater than 1" diameter.- Contaminated soil shall be removed from the project site if discovered.- Subgrade shall be tilled and/or scarified prior to placement of topsoil.- Contractor shall be responsible for obtaining soil tests for existing or imported topsoil. Soil testing resultsshall include (but are not limited to) soil pH, % organic matter, % nitrogen / phosphorus / potassium, %calcium, and soil texture (percentages of sand, silt and/or clay.) Soil testing shall include recommendationsfor soil amendments if required to support growth of standard ornamental landscape materials.2.08 Contractor is responsible for ensuring that all tree pits & planting areas drain properly. Notify LandscapeArchitect if drainage or moisture problems are encountered while planting.2.09 Contractor shall backfill all trees, shrubs & evergreens with a mix of 1/3 plant starter mix & 2/3 remainingsoil. Plant Starter Mix shall be 40% organic black topsoil, 30% sphagnum moss, 20% composted manure& 10% coarse sand by volume. Submit material information for review.2.10Contractor shall provide a tree watering bag for each new tree, treegator original slow release wateringbags or approved equal.2.11 All perennial and groundcover areas shall receive a 3" layer of plant starter mix and perennial starterfertilizer, rototilled into the top 6" of blended topsoil in beds.2.12 Unless otherwise shown, all perennials & shrubs to be planted in triangular arrangements. For plants notshown individually, refer to the spacing shown in the plant schedule.2.13Natural Mulch: All tree circles and plant beds to receive a 3" deep layer of high quality shredded hardwoodbark mulch.2.14 Edging (Natural Mulch): Edge all planting beds with a 4" deep spaded edge (shovel cut or mechanical).Bedlines are to be cut per plan. A clean definintion between the lawn and plant bed is required.2.15Decorative stone maintenance strips shall contain 2-3" of Mississippi washed @ min. 1" dia installed overnon-woven geotextile fabric over compacted subgrade. Edge with steel edging.2.16 Edging (Stone): Shall be 5" ht., 12-gauge steel, galvanized / powdercoated finish, color TBD from standardrange. Colmet 'Commercial-Grade Steel Edging' available from Colmet, Garland TX, 800-829-8225. Orapproved equal. Install per mfr's requirements.2.17 Contractor shall provide positive drainage away from all structures for a minimum of 10'.2.18Contractor shall be responsible for providing base bid comprehensive landscape establishment,maintenance and warranty care for one year after installation. Work shall include all watering (as neededfor establishment), weeding (once monthly), pruning (twice per season), fertilizing (twice per season), pestmanagement (as needed, min 3 visits per season) and spring / fall clean-ups. Prior to beginninginstallation, the contractor shall submit a 12-mo. calendar for review/approval including all anticipatedmaintenance activities & dates.Landscape NotesGeneral Notes3.01 This work shall consist of preparing the seed beds and furnishing, sowing and mulching the required seedon the various seeded areas, as outlined in the site plans and specifications. All turf restoration shall beseeded turf unless otherwise noted.3.02 Rough grading, drainage work, topsoiling and fine grading shall be completed before sowing the seedmixes. The areas to be seeded shall be worked with plow chisels, discs & harrows, soil finishers and/orother appropriate equipment until a reasonably even and loose seedbed is obtained. Seed beds shall beprepared immediately in advance of the seeding. If proposed seed areas are weedy, contractor to applyherbicide or other weed control measures to eliminate weeds. Conform with seed supplier's specificationsif required.3.03 Confirm that anticipated project schedule date(s) fall within the respective seed supplier's approvedcalendar prior to installation. Installations completed outside of acceptable seeding dates shall be theperformed at the sole responsibility and expense of the contractor. For dormant seeding, a min. of oneover-seed application in the following season will be required.3.04 Seeds shall be PLS and will be mixed in accordance w/ mfr's specifications. Provide invoices, bag-tags ormix analysis results for approval prior to installation.3.05 The seed mixtures shall be sown by means of equipment adapted to the purpose. Mechanical distributionof seed (i.e. Truax seed drill, Brillion seeder, cultipacker, slit-seeder, drop spreader or broadcast spreader)are the only accepted methods. No hand-broadcasting of seed.3.06 No seeding shall occur if the wind exceeds 12 MPH.3.07 Coordinate erosion control and/or mulching with Civil dwgs:- In sloped areas steeper than 4:1, erosion matting shall be installed by others. Landscape installation shallbe coordinated with the erosion control contractor.- In areas with slopes between 4:1 and 8:1, landscape contractor shall apply clean hay or straw mulch, freeof debris and seeds, on all newly seeded areas. Mulch shall be uniformly spread over the designated areaat a rate of 55 bales per acre or as indicated in the respective seed supplier's specifications. Mulch materialshall be chopped and blown into the seeded area.- Lightweight E.C. matting and/or hydromulch will be accepted as a no-cost alternate if approved byLandscape Architect prior to application.3.08 See Civil dwgs for erosion control devices. Coordinate with erosion control contractor where required toensure that topsoil, seeding and/or mat installations are properly coordinated.3.09Seed mix substitutions will be considered only if submitted for approval 10 days before the close of bidding.All mixes shall be installed & maintained per supplier's specifications.BLUEGRASS MIX:"Deluxe 50 Mix" shall be supplied by Reinders, Madison WI, 608-244-0200. Apply @ 6 lbs per 1000 GSF.3.10Contractor shall be responsible for providing base bid comprehensive seed area establishment,maintenance and warranty care for all seeded areas:- Bluegrass areas shall be for 60 days after installation. Work shall include all watering (min. 1" per week,or as needed), weeding & mowing. Assume 2 mowings prior to Owner hand-off.- All other seed areas (wet-tolerant) shall be for three years after installation. Work shall include allwatering (as needed for establishment), weeding (both spot herbicide and/or hand-pulling, depending onnecessity, once per month), spring / fall clean-up & mowing. Expect 4-5 mowings in the first year, 3-4mowings in the second year and 2-3 mowings in the third year. All mowings shall be timed to cutgerminating weeds but not desirable forbs / grasses. Overseed each spring any bare areas larger than 1sq. ft.- Prior to beginning installation, the contractor shall submit a 36-month calendar for review/approvalincluding all anticipated maintenance activities.Seeding Notes & Mixes4.01Bike racks: Shall be Inverted-U style, powdercoat finish, color TBD to match building (selected fromstandard range), surface-mounted w/ stainless steel hardware, 'Square U Bike Rack.' Shall be furnished byMadrax, Madison WI, 608-849-1080. Or approved equal. Locations TBD By Owner, coordinate withLandscape Architect.- Qty. 44.02Outdoor site furnishings: Shall be By Owner:- Qty. (10) fixed-seating tablesHardscape / Amenity NotesTree Planting DetailShrub Planting DetailConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/13/2023220025.00C2023-15Permit Resubmittal SetSCALE: NTSL2.0010/04/2023BID DOCUMENT SET
UPUPUPUPUP25' - 0 5/8" 72' - 7 3/8" 40' - 0" 80' - 0" 44' - 0"BASE BID: NO DRAIN TILE TO BE INSTALLEDADD ALT: DRAIN TILE TO BE DETERMINED AFTER DEMO AND ADDITIONAL BORINGS ARE TAKEN WITHIN THE SEARS FOOTPRINT. PLEASE PROVIDE AN ALLOWANCE FOR DRAIN TILE TO BE INSTALLED IF REQUIREDGENERAL DEMOLITION NOTES:EXISTING WALLS TO REMAINITEMS FOR DEMOLITIONCONSTRUCTION LIMITSTEMPORARY DUST PARTITION. SEE NOTE 12 BELOWEXISTING COLUMN TO BE REMOVED1. GENERAL CONTRACTOR SHALL PROTECT AREAS ADJACENT TO PROJECT CONSTRUCTION. ANY AND ALL DAMAGE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING AT CONTRACTORS EXPENSE. 2. ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION MAY ALSO BE FOUND ON THE NEW CONSTRUCTION PLANS.3. ALL EXISTING CONDITIONS SHALL BE REMOVED AS REQUIRED TO ACCOMMODATE PROPOSED CONSTRUCTION WHETHER OR NOT NOTED ON DEMOLITION DRAWINGS.4. FIELD VERIFY THAT PARTITIONS SCHEDULED FOR REMOVAL ARE NOT STRUCTURAL AND CONTAIN NO LOAD BEARING ELEMENTS. IF ANY CONFLICTS OCCUR, CONTACT THE ARCHITECT IMMEDIATELY.5. SEE MECHANICAL, ELECTRICAL, PLUMBING & NEW CONSTRUCTION PLANS FOR ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION, CUT OUT LOCATIONS, INFILL AND PATCHING OF FLOORS AND WALLS.6. EXISTING FIXTURES AND EQUIPMENT THAT ARE REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. IF SAID FIXTURES AND EQUIPMENT IS NOT DESIRED BY OWNER, IT SHOULD BE DISPOSED.7. DEMOLITION AROUND COLUMNS AND OF FIRE RATED ENCLOSURES NEED TO BE VERIFIED BY THE ARCHITECT. 8. ALL DIMENSIONS GIVEN ON DEMOLITION DRAWING ARE TO BE FIELD VERIFIED AND COORDINATED AGAINST NEW CONSTRUCTION PLANS.9. ALL FOOTINGS AND FOUNDATIONS TO BE DEMOLISHED AND REMOVED10. DEMOLISH ALL ABANDONED SITE UTILITIES, VERIFY WITH MECHANICAL, ELECTRICAL, AND PLUMBING.11. REFER TO STRUCTURAL FOR BACKFILL AND COMPACTION REQUIREMENTS OF VOID WHERE FOUNDATIONS PREVIOUSLY EXISTED12. PROVIDE FULL HEIGHT, TO STRUCTURE/SOFFITS, 6" METAL STUDS 16" O.C. WITH 5/8", FULL HEIGHT, GYPSUM BOARD ON MALL SIDE. TAPE, FINISH AND PAINT GYPSUM BOARD. PROVIDE CONTINUOUS PERIMETER SEALANT AT ALL GYPSUM BOARD EDGES FOR A DUST PROOF PARTITION. FIELD VERIFY EXISTING CONDITIONS AND HEIGHT TRANSITIONS.NESESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR DEMOLITIONPLAN -OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 AD2.110/13/2023220025.00C2023-151/16" = 1'-0"1LEVEL 1 DEMO PLAN -OVERALL10/04/2023BID DOCUMENT SET
UPUPUPUPUPGENERAL DEMOLITION NOTES:EXISTING WALLS TO REMAINITEMS FOR DEMOLITIONCONSTRUCTION LIMITSTEMPORARY DUST PARTITION. SEE NOTE 12 BELOWEXISTING COLUMN TO BE REMOVED1. GENERAL CONTRACTOR SHALL PROTECT AREAS ADJACENT TO PROJECT CONSTRUCTION. ANY AND ALL DAMAGE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING AT CONTRACTORS EXPENSE. 2. ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION MAY ALSO BE FOUND ON THE NEW CONSTRUCTION PLANS.3. ALL EXISTING CONDITIONS SHALL BE REMOVED AS REQUIRED TO ACCOMMODATE PROPOSED CONSTRUCTION WHETHER OR NOT NOTED ON DEMOLITION DRAWINGS.4. FIELD VERIFY THAT PARTITIONS SCHEDULED FOR REMOVAL ARE NOT STRUCTURAL AND CONTAIN NO LOAD BEARING ELEMENTS. IF ANY CONFLICTS OCCUR, CONTACT THE ARCHITECT IMMEDIATELY.5. SEE MECHANICAL, ELECTRICAL, PLUMBING & NEW CONSTRUCTION PLANS FOR ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION, CUT OUT LOCATIONS, INFILL AND PATCHING OF FLOORS AND WALLS.6. EXISTING FIXTURES AND EQUIPMENT THAT ARE REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. IF SAID FIXTURES AND EQUIPMENT IS NOT DESIRED BY OWNER, IT SHOULD BE DISPOSED.7. DEMOLITION AROUND COLUMNS AND OF FIRE RATED ENCLOSURES NEED TO BE VERIFIED BY THE ARCHITECT. 8. ALL DIMENSIONS GIVEN ON DEMOLITION DRAWING ARE TO BE FIELD VERIFIED AND COORDINATED AGAINST NEW CONSTRUCTION PLANS.9. ALL FOOTINGS AND FOUNDATIONS TO BE DEMOLISHED AND REMOVED10. DEMOLISH ALL ABANDONED SITE UTILITIES, VERIFY WITH MECHANICAL, ELECTRICAL, AND PLUMBING.11. REFER TO STRUCTURAL FOR BACKFILL AND COMPACTION REQUIREMENTS OF VOID WHERE FOUNDATIONS PREVIOUSLY EXISTED12. PROVIDE FULL HEIGHT, TO STRUCTURE/SOFFITS, 6" METAL STUDS 16" O.C. WITH 5/8", FULL HEIGHT, GYPSUM BOARD ON MALL SIDE. TAPE, FINISH AND PAINT GYPSUM BOARD. PROVIDE CONTINUOUS PERIMETER SEALANT AT ALL GYPSUM BOARD EDGES FOR A DUST PROOF PARTITION. FIELD VERIFY EXISTING CONDITIONS AND HEIGHT TRANSITIONS.D2D1D1D1D1D1D1D1D1D1D1D1D1D1D1D1D1D1D9D9D2D2D8D6D5D5D1D1D8D6D9D1D1D1D1D1D1D1D1D1D1D1D1D7D7D2D5D5D1D1D10D10D10D8D1D1D11D11D1D1D8D9GENERAL NOTE: AFTER DEMO -FIELD VERIFY THE MALL FINISHED FLOOR ELEVATION & PROVIDED WSCC FINISHED FLOOR GRADE MATCH. NOTIFIY ARCHITECT FOR INFOMATION IF NECESSARYD12GENERAL NOTE: ALL EXISTING MECHANICAL, PLUMBING AND ELECTRICAL TO BE REPLACED TO "AS NEW" CONDITION AS PART OF DEMO & NEW WORK IN THE MALL AREA.NE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR DEMOLITIONPLAN -ENLARGEDWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 AD2.1a10/13/2023220025.00C2023-15DEMOLITION KEY NOTES#D1 REMOVE EXISTING WALL INCLUDING ASSOCIATED FOUNDATION WALL & FOOTINGD2 REMOVE EXISTING STRUCTURED5 REMOVE EXISTING FLOOR SYSTEM, COMPLETED6 PROTECT EXISTING MALL DURING ALL PHASES OF CONSTRUCTIOND7 REMOVE EXISTING ESCALATOR SYSTEM, COMPLETED8 REMOVE EXISTING STAIR, COMPLETED9 REMOVE EXISTING DOOR AND ASSOCIATED HARDWARE, SILL, AND FRAME, COMPLETED10 REMOVE EXISTING LOADING DOCK AND ASSOCIATED EQUIPMENTD11 REMOVE LOADING DOCK RAMP AND ANY DRAINAGED12 TEMPORARY WALL TO ENCLOSE EXISTING BUILDING3/32" = 1'-0"1LEVEL 1 DEMO PLAN -ENLARGED10/04/2023BID DOCUMENT SET
DNDNDNDNDNGENERAL DEMOLITION NOTES:EXISTING WALLS TO REMAINITEMS FOR DEMOLITIONCONSTRUCTION LIMITSTEMPORARY DUST PARTITION. SEE NOTE 12 BELOWEXISTING COLUMN TO BE REMOVED1. GENERAL CONTRACTOR SHALL PROTECT AREAS ADJACENT TO PROJECT CONSTRUCTION. ANY AND ALL DAMAGE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING AT CONTRACTORS EXPENSE. 2. ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION MAY ALSO BE FOUND ON THE NEW CONSTRUCTION PLANS.3. ALL EXISTING CONDITIONS SHALL BE REMOVED AS REQUIRED TO ACCOMMODATE PROPOSED CONSTRUCTION WHETHER OR NOT NOTED ON DEMOLITION DRAWINGS.4. FIELD VERIFY THAT PARTITIONS SCHEDULED FOR REMOVAL ARE NOT STRUCTURAL AND CONTAIN NO LOAD BEARING ELEMENTS. IF ANY CONFLICTS OCCUR, CONTACT THE ARCHITECT IMMEDIATELY.5. SEE MECHANICAL, ELECTRICAL, PLUMBING & NEW CONSTRUCTION PLANS FOR ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION, CUT OUT LOCATIONS, INFILL AND PATCHING OF FLOORS AND WALLS.6. EXISTING FIXTURES AND EQUIPMENT THAT ARE REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. IF SAID FIXTURES AND EQUIPMENT IS NOT DESIRED BY OWNER, IT SHOULD BE DISPOSED.7. DEMOLITION AROUND COLUMNS AND OF FIRE RATED ENCLOSURES NEED TO BE VERIFIED BY THE ARCHITECT. 8. ALL DIMENSIONS GIVEN ON DEMOLITION DRAWING ARE TO BE FIELD VERIFIED AND COORDINATED AGAINST NEW CONSTRUCTION PLANS.9. ALL FOOTINGS AND FOUNDATIONS TO BE DEMOLISHED AND REMOVED10. DEMOLISH ALL ABANDONED SITE UTILITIES, VERIFY WITH MECHANICAL, ELECTRICAL, AND PLUMBING.11. REFER TO STRUCTURAL FOR BACKFILL AND COMPACTION REQUIREMENTS OF VOID WHERE FOUNDATIONS PREVIOUSLY EXISTED12. PROVIDE FULL HEIGHT, TO STRUCTURE/SOFFITS, 6" METAL STUDS 16" O.C. WITH 5/8", FULL HEIGHT, GYPSUM BOARD ON MALL SIDE. TAPE, FINISH AND PAINT GYPSUM BOARD. PROVIDE CONTINUOUS PERIMETER SEALANT AT ALL GYPSUM BOARD EDGES FOR A DUST PROOF PARTITION. FIELD VERIFY EXISTING CONDITIONS AND HEIGHT TRANSITIONS.NE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedSECOND FLOORDEMOLITION PLAN -OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 AD2.210/13/2023220025.00C2023-151/16" = 1'-0"1LEVEL 2 DEMO PLAN -OVERALL10/04/2023BID DOCUMENT SET
DNDNDNDNDNGENERAL DEMOLITION NOTES:EXISTING WALLS TO REMAINITEMS FOR DEMOLITIONCONSTRUCTION LIMITSTEMPORARY DUST PARTITION. SEE NOTE 12 BELOWEXISTING COLUMN TO BE REMOVED1. GENERAL CONTRACTOR SHALL PROTECT AREAS ADJACENT TO PROJECT CONSTRUCTION. ANY AND ALL DAMAGE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING AT CONTRACTORS EXPENSE. 2. ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION MAY ALSO BE FOUND ON THE NEW CONSTRUCTION PLANS.3. ALL EXISTING CONDITIONS SHALL BE REMOVED AS REQUIRED TO ACCOMMODATE PROPOSED CONSTRUCTION WHETHER OR NOT NOTED ON DEMOLITION DRAWINGS.4. FIELD VERIFY THAT PARTITIONS SCHEDULED FOR REMOVAL ARE NOT STRUCTURAL AND CONTAIN NO LOAD BEARING ELEMENTS. IF ANY CONFLICTS OCCUR, CONTACT THE ARCHITECT IMMEDIATELY.5. SEE MECHANICAL, ELECTRICAL, PLUMBING & NEW CONSTRUCTION PLANS FOR ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION, CUT OUT LOCATIONS, INFILL AND PATCHING OF FLOORS AND WALLS.6. EXISTING FIXTURES AND EQUIPMENT THAT ARE REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. IF SAID FIXTURES AND EQUIPMENT IS NOT DESIRED BY OWNER, IT SHOULD BE DISPOSED.7. DEMOLITION AROUND COLUMNS AND OF FIRE RATED ENCLOSURES NEED TO BE VERIFIED BY THE ARCHITECT. 8. ALL DIMENSIONS GIVEN ON DEMOLITION DRAWING ARE TO BE FIELD VERIFIED AND COORDINATED AGAINST NEW CONSTRUCTION PLANS.9. ALL FOOTINGS AND FOUNDATIONS TO BE DEMOLISHED AND REMOVED10. DEMOLISH ALL ABANDONED SITE UTILITIES, VERIFY WITH MECHANICAL, ELECTRICAL, AND PLUMBING.11. REFER TO STRUCTURAL FOR BACKFILL AND COMPACTION REQUIREMENTS OF VOID WHERE FOUNDATIONS PREVIOUSLY EXISTED12. PROVIDE FULL HEIGHT, TO STRUCTURE/SOFFITS, 6" METAL STUDS 16" O.C. WITH 5/8", FULL HEIGHT, GYPSUM BOARD ON MALL SIDE. TAPE, FINISH AND PAINT GYPSUM BOARD. PROVIDE CONTINUOUS PERIMETER SEALANT AT ALL GYPSUM BOARD EDGES FOR A DUST PROOF PARTITION. FIELD VERIFY EXISTING CONDITIONS AND HEIGHT TRANSITIONS.D1D1D1D1D1D1D1D1D1D1D1D1D1D1D1D8D2D6D5D5D1D1D8D2D1D1D1D6D5D5D7D7D1D1D1D1D1D1D1D1D1D8D6D6NE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedSECOND FLOORDEMOLITION PLAN -ENLARGEDWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 AD2.2a10/13/2023220025.00C2023-15DEMOLITION KEY NOTES#D1 REMOVE EXISTING WALL INCLUDING ASSOCIATED FOUNDATION WALL & FOOTINGD2 REMOVE EXISTING STRUCTURED5 REMOVE EXISTING FLOOR SYSTEM, COMPLETED6 PROTECT EXISTING MALL DURING ALL PHASES OF CONSTRUCTIOND7 REMOVE EXISTING ESCALATOR SYSTEM, COMPLETED8 REMOVE EXISTING STAIR, COMPLETE3/32" = 1'-0"1LEVEL 2 DEMO PLAN -SOUTH10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCHCF-150 SuperCrew 4x4 STYLESIDE 5.5' Box315133034302828374320151017374123161627ABEFHJKMPQCDN12345687F.3F.9GG.8LL.6M.45.87.29SIGNAGEPROPOSEDBUILDING405' x 338'(116,064 SF)WOODMAN'S SPORTS AND CONVENTION CENTER594' - 5 5/8"TOTAL SITE AREA = 342,817.20 SFTOTAL IMPERVIOUS AREA = 314,503.20 SFTOTAL PAVED AREA = 317,988.00 SFTOTAL GREEN AREA = 28749.6.00 SFWOODMAN'S SPORTS AND CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545SITE TOTALS 91.6% Pavement/Building8.4% Green SpacePAVEMENT/BUILDINGGREEN SPACESITE KEY11 Stalls - ADA0 Trailer StallsTotal Required Stalls on Woodmans Center lot:501 ParkingStalls Total500 Stalls RequiredTotal Provided Stalls on Woodmans Center lot: 501ZONING REQUIREMENTS AND CLEARANCESALLIANT PERMISSABLETRANSFORMER ZONE = 12F.4F.6ADD ALTERNATE ADDITONAL BUILDING FOOTPRINTM.3EXISTING MALLL.4L.8L.7PROPERTY LINENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1" = 40'-0"ARCHITECTURAL SITEPLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A1.010/13/2023220025.00C2023-151" = 40'-0"1OVERALL ARCHITECTURAL SITE PLAN10/04/2023BID DOCUMENT SET
NConsultant:Project:Location:Sheet:Plan NorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1 1/2" = 1'-0"ARCHITECTURAL SITEPLAN -OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A1.110/13/2023220025.00C2023-151 1/2" = 1'-0"1ARCHITECTURAL SITE PLAN -OVERALL10/04/2023BID DOCUMENT SET
UPHCHCHCHCHCHCHCHCHCHCDNDNDNUPUPHCHCHCHCHCHCDNJ.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MENS106AMEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167REFRIGERATION172Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ICE ARENALOBBY117MEN'S121ELEC134MAIN COACH133MAIN TEAMROOM132LAUNDRY131TRAINING129UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147WOMEN'S165F.S. STORAGE175TEAM ROOM 2148REFEREE1452 A5.01 A5.1MATCHLINE BBMATCHLINE BBMATCHLINE AAMATCHLINE AAREFEREE RR146WET TEAM RR139MERCYHEALTHARENA136MULTI-PURPOSEAREA154MULTI-USECONVENTIONSPACE156ICE RINKCIRCULATION151PASSAGE130ICE RINKCIRCULATION135PASSAGE1444 A5.03 A5.01 A5.0ABEFHJKMPQCDN123456878' - 2 1/4" 11' - 4 1/2" 12' - 11"2' - 11"2' - 11"5' - 1"26' - 6" 30' - 8" 188' - 4" 28' - 0" 20' - 3 1/2"1' - 2"10"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4" 31' - 7" 15' - 8"10 1/4"6' - 10 1/2" 10' - 2" 4' - 5" 39' - 1 1/2"2' - 6"18' - 10"190' - 0"4"19' - 5 1/2"28' - 0"8' - 0"25' - 8"187' - 0"35' - 5 3/4"21' - 6 3/4"12' - 0 1/4"220' - 8"49' - 6"2 A5.14 A8.4F.3F.9GG.8LL.6M.45.87.291" / 1'-0"1" / 1'-0"SLOPESLOPESLOPE3 A6.4ADD ALT 2 SEE SHEET A2.6 -2.8ADD ALT 1 SEE SHEET A2.4TRASH/RECYCLE3 A6.32 A6.4385' - 4"SIMTRASH/RECYCLERESURFACER/SHOPTOOLS/LAUNDRY170MECHANICAL168ELECTRICAL169MALLCONNECTION164IT/GENSTORAGE176TEMP STORAGE174HOCKEYSTORAGE173METER/RISER1795 A6.112ELECTRICAL113BREAKROOM109ADMIN112OFFICE110OFFICE111COPY AREA112 (A)F.4F.6GEN STORAGE153LOCKERALCOVE101 (A)J.C.1421" / 1'-0"1' - 2 3/4"7 1/4"13' - 10" 16' - 8" 13' - 10"7 1/4"1' - 2 3/4"64' - 0" 34' - 4"2' - 0"48' - 0"2' - 0"94' - 8" 71' - 11" 40' - 5"AV CLOSET157 (A)AV CLOSET167 (B)STORAGE135(A)M.3CLOSET133(A)VESTIBULE171CLOSET172(A)MULTIPURPOSESEATING154 (A)VESTIBULE118EXISTING MALL337' - 6 1/4"338' - 4 1/4"404' - 10"1" / 1'-0"1" / 1'-0"105' - 4" 12' - 10" 109' - 10" 6' - 4" 24' - 0" 97' - 4"23' - 11" 7' - 3"28' - 0"220' - 8"34' - 9 3/4"16' - 7"ELEV15217' - 8" 25' - 4 3/4" 26' - 10" 8' - 10" 201' - 4" 8' - 10" 48' - 7 1/2"50' - 9" 40' - 0" 80' - 0" 44' - 0"46' - 11"54' - 6" 134' - 4" 79' - 0"L.4L.810 A9.1125' - 0"BOLLARD SPACING 6'-0" LOCATED 3'-0" OFF BACK OF CURB. (INCLUDE CURB TAPER SECTIONS) - SEE CIVIL DRAWINGS FOR LOCATION FOR COORDINATION WITH UTILITIES. (V.I.F.)L.7WOMENS106BFAMILY RR106WOMENS12228' - 0"10' - 9" 5' - 11"5' - 9 3/4"17' - 5" 19' - 2" 63' - 1 3/4"TO COL.4' - 9"8" TO COL.10" TO COL.FAMILYRESTROOM120WELLNESSROOM1193' - 7" 11' - 0" 3' - 6"0"3' - 4 1/8"10 5/8"2' - 1"12' - 4 1/8"5 7/8"NE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.110/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -OVERALL10/04/2023BID DOCUMENT SET
UPDNDNHCHCHC3 A8.41 A5.1RESURFACER/SHOPTOOLS/LAUNDRY170Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ELEC134MAIN COACH133MAIN TEAMROOM132TRAINING129UNISEX TLT128 A8.04 A8.05 A8.08 A8.09MATCHLINE AAMATCHLINE BBLAUNDRY131WET TEAM RR139A128.1A132.1A133.1A135.2A138.1A140.1A141.1A143.1A144.2A170.5A170.2A170.4A135.1A134.2A134.1A131.1A142.1A139.2A139.1ICE RINKCIRCULATION135HJKMPQ1232 A5.1MATCHLINE BB7' - 2" 21' - 3" 19' - 2 3/4" 31' - 7" 15' - 8"10 1/4"6' - 10 1/2" 18' - 10"10"LL.68' - 10" 4' - 0" 6' - 6" 6' - 4" 9' - 4" 43' - 2" 12' - 2" 7' - 0" 14' - 8" 7' - 2"7' - 2"13' - 0"22' - 10"6' - 4"9' - 6"9' - 0"5' - 10"5' - 4" 15' - 2 3/8" 6' - 5" 18' - 10"1" / 1'-0"1" / 1'-0"30 A8.411 A8.49 A8.49Sim A8.49Sim A8.416ADD ALT 2 SEE SHEET A2.6 - A2.82 A7.436A170.1A172.1A171.3A168.17' - 4"4' - 3"15' - 7"9' - 8"12' - 4" 12' - 6"40REFER TO REFRIGERATION DRAWINGS9' - 8 1/2"10' - 11"8' - 10"18' - 4"11178' - 6"10' - 11 1/2" 12' - 0" 9' - 2" 3' - 10" 11' - 6" 8' - 6"27' - 1 1/2"158' - 1 1/2"83' - 1" 56' - 2 1/2" 18' - 10"28' - 0"1' - 2"6' - 6"4"6' - 4"3' - 4"102' - 4"(2) 6'-0" x 6'-0" ROLL OUT DUMPSTER5453714' - 7 1/2" 6' - 0" 8' - 10 1/2"BL2W202' - 9" 12' - 11" 8' - 3" 6' - 5"12' - 11" 4' - 0" 3' - 7 3/8"46" SILLA179.1A169.1MECHANICAL168ELECTRICAL169METER/RISER179REFRIGERATION172MERCYHEALTHARENA136PASSAGE130PASSAGE14427' - 7" 9' - 5" 20' - 8"1' - 5"8' - 10" 20' - 2" 24' - 0" 10' - 0" 24' - 0" 11' - 11"MAIN TEAMROOM13266808119' - 2 1/2"STORAGE135(A)AV CLOSET167 (B)1M81M8848540 A7.12787888888888787872' - 6 1/2" 6' - 7 1/2" 4' - 5 1/2" 6' - 6" 33' - 2"1M8VESTIBULE171CLOSET172(A)A172aA171.1A171.22 A5.63 A5.64 A5.618' - 0"56' - 2 1/2"167' - 5 1/2"J.C.14246' - 4" 21' - 3" 8' - 3 1/2" 86' - 3 1/2" 5' - 6" 23' - 11" 7' - 3"21' - 4" 23' - 6 3/4" 11' - 1" 39' - 8"GENERAL NOTE: FUTURE SOLAR INVERTERS WILL BE INSTALLED ON THE SE CORNER OF THE BUILDING - KEEP WALL CLEAR FOR FUTURE COORDINATION REQUIRED IF SOLAR PROJECT IF INSTALLED.2 A8.415' - 4" 7' - 2" 12' - 6" 15' - 6" 20' - 7 1/2"7 A8.55 A8.5 A8.56A167.3L.4L.8REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORKA129.12M6103103a103103a1 A6.52 A6.53232A137.1BEAM O.H.656482 A7.0118213030L.7A133.26' - 4" 37' - 4"1M8135.00°1' - 2"34' - 2 1/2" 6' - 0" 16' - 0"1' - 11"135.00°46" SILL6' - 1 3/8"2' - 8 5/8"RADIUS OF SEATING & RAILING TO ALWAYS FOLLOW ICE ARENA BOARDS2M82M12STRUCTURE (ABV.)119' - 2" 28' - 0"10"19' - 5 1/2"1 A7.41. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -SEQUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.1a10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -SE QUADKEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER4 FLOOR SINK WITH FRP PANEL TO 4'-0" A.F.F. (2) SIDES7 CONCRETE STOOP 4'-10" X 4'-0", SLOPE 1/4" PER FOOT18 CONCRETE STOOP 5'-4" X 4'-0", SLOPE 1/4" PER FOOT21 CONCRETE STOOP 8'-6" X 4'-0"30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O32 MAIN TEAM LOCKERS PROVIDED BY USER.36 STACKABLE WASHER DRYER BY OTHERS - SEE SPECIFICATIONS40 STICK RACK- SEE DETAIL 13/A7.553 CONCRETE STOOP 6'-10" X 4'-0", SLOPE 1/4" PER FOOT54 CONCRETE STOOP 12'-0" X 4'-0", SLOPE 1/4" PER FOOT64 6 MINI NETS65 4 INTERMEDIATE NETS66 4 REGULATION NETS80 BUMPERS PROVIDED BY YOUTH HOCKEY81 SKATE ASSIST STORAGE82 TRAINING TIRES PROVIDED BY YOUTH HOCKEY84 2 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP.85 1 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP.87 WALL BUTT JOINT TYP.88 WALL MITER JOINT TYP.103 SPORTS EQUIPMENT HOOK 66" AFF103a SPORTS EQUIPMENT HOOK ADA, 48" AFFREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
UPHCHCHCHC3 A8.42 A5.0LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167RESURFACER/SHOPTOOLS/LAUNDRY170WOMEN'S165F.S. STORAGE175 A8.03MATCHLINE AAMATCHLINE BBMULTI-USECONVENTIONSPACE156MULTI-PURPOSEAREA154A135.2A160.1A159.4A156.3A156.4A156.6A144.2A167.1A170.5A156.5A160.2A155.3A155.4A155.5A155.84 A5.03 A5.0ABEFHCD123MATCHLINE BB8' - 0 5/8" 39' - 6 3/8" 8' - 8 1/4" 5' - 8 3/4" 8' - 0 5/8" 44' - 10" 7' - 5"8' - 10" 10' - 8" 31' - 3" 46' - 6" 12' - 0"F.3F.9GG.83030 A8.41333A164.2A160.3A159.3A160.4A155.7A155.6438' - 11" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2"8' - 1" 96' - 5" 122' - 8"21' - 4"7' - 6"1' - 2"20' - 3 1/2"28' - 0"113' - 4"7162' - 9 1/2"42' - 0 5/8" 6' - 4" 4' - 4 5/8" 6' - 4" 37' - 3 3/4" 50' - 9" 71' - 11"20' - 7 1/2"14' - 4"3' - 4"10' - 4"10"6' - 6"3' - 7"14' - 0"50' - 9"6' - 6"25' - 6"6' - 6"10764747995112' - 1 7/8"7 5/8"7' - 0"20' - 0"8' - 0"TEMP STORAGE174HOCKEYSTORAGE173IT/GENSTORAGE17610"7' - 5"10' - 10"8' - 6"25' - 6"7' - 5"7' - 0"7' - 5"40' - 2"7' - 5"13' - 0 1/4" 31' - 0"MALLCONNECTION164A176.1A174.1A173.11F.4F.61 A5.5A167.2MULTIPURPOSESEATING154 (A)MULTIPURPOSEAREACIRCULATION154 (B)A175.16565707273787977776867707169828' - 0"19' - 1"A159.12' - 4" 3' - 5 3/8"3' - 7 3/8" 2' - 9" 3' - 0"5' - 9 3/8"6' - 0" 10' - 0"6" 2' - 9" 4' - 9" 10' - 8"5' - 10"2' - 4"6"AV CLOSET157 (A)AV CLOSET167 (B)838484848788888887A157aA157.1A157.2A159.2A158.183135.00°5 A5.73 A5.72 A5.72 A5.53 A5.5779' - 9" 8' - 6" 8' - 10"104' - 6" 12' - 10" 109' - 10"6' - 8" 4' - 4"4 1/2"3' - 0" 12' - 0" 3' - 0" 36' - 0" 3' - 0" 14' - 0 3/8" A8.479A167.3A169.1A168.1 A7.126REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORK2 A6.53 A6.55 A6.54 A6.51011021009898 A7.020A164.1A164.3A164.47' - 8"2' - 11 3/4"A163.1A162.1A155.93838W18AV EQUIPMENTAV EQUIPMENT3' - 2"13' - 2 7/8"6' - 5"302' - 6" 3' - 9" 5' - 1 1/2"4' - 8"7' - 1" 59' - 7 1/2"90.00°19' - 7 7/8"15' - 7 3/4"13' - 3 7/8"2" + -4' - 5 7/8"12' - 6"3' - 7 3/4"52' - 3" 16' - 0"6' - 8" 10' - 3 1/2" 27' - 0 3/4"10"64A159.101. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -NEQUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.1b10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -NE QUADKEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER6 CONCRETE STOOP 17'-0" X 4'-0", SLOPE 1/4" PER FOOT7 CONCRETE STOOP 4'-10" X 4'-0", SLOPE 1/4" PER FOOT9 CONCRETE STOOP 6'-6" X 4'-0", SLOPE 1/4" PER FOOT30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O33 ADA PUSH BUTTON DOOR OPENER38 BABY CHANGING STATION, PROVIDE ADJ ASCENT COAT HOOK AT 48" AFF43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.147 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING.51 CONCRETE STOOP 14'-0" X 4'-0", SLOPE 1/4" PER FOOT64 6 MINI NETS65 4 INTERMEDIATE NETS67 TEMP BOARDS PROVIDED BY YOUTH HOCKEY - 192 LINEAR FEET68 TURF CARTS - 14 TOTAL 15' X 48" ROLLS69 PLEXI GLASS CARTS - 6 TOTAL 8' X 5' CARTS70 SPORT COURT FLOORING71 DASHER BOARDS 10 TOTAL 8'X8' DASHER CARTS72 HIGH DENSITY POLYPROPYLENE STACKING CHAIR - 320 CHAIRS REQ: 40PER DOLLY73 60" ROUND FOLDING TABLE - DINING: 40 TABLES77 RECTANGULAR FOLDING TABLE - 1 PER BOOTH - 96" X 24"78 STORAGE TRANSPORTATION CARTS79 MISC. GYM EQUIPMENTS82 TRAINING TIRES PROVIDED BY YOUTH HOCKEY83 TEMPORARY RUBBER TILE FLOORING84 2 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP.87 WALL BUTT JOINT TYP.88 WALL MITER JOINT TYP.98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUSTSPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIERWHEN PARTITION WALL IS IN USE.100 20' X 48" OVERALL MOVEABLE PLATFORM STORAGE101 MOVEABLE PLATFORM STEPS STORAGE (3 TOTAL)102 MOVEABLE PLATFORM RAMP STORAGE (3 TOTAL)107 CONCRETE STOOP 12'-6" X 4'-0", SLOPE 1/4" PER FOOTREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCDNHCHCH
2 A5.0CONCESSIONS115 (B)FOOD PREP115 (A)OFFICE111SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MENS106AMEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155 A8.01MATCHLINE AAMATCHLINE BBMULTI-USECONVENTIONSPACE156MULTI-PURPOSEAREA154A101.2A101.3A156.1A156.3A144.1A111.1A112.1A105.1A104.1A103.1A155.1A155.2A155.3A102.1A115.3A115.24 A5.03 A5.01 A5.0ABEFHCD45684 A8.411' - 4 1/2" 17' - 0 1/4" 8' - 0" 12' - 0" 16' - 0" 12' - 0" 15' - 1 3/4" 10" 6' - 6" 68' - 6"64' - 0" 28' - 0" 34' - 4" 2' - 0" 1' - 8 1/2" 44' - 7" 1' - 8 1/2" 2' - 0" 32' - 4" 8' - 4" 8' - 2"28' - 4 3/4" 63' - 1 3/4" 75' - 10" 6' - 6"12' - 8"22' - 1 1/8"5' - 1"22' - 0 1/4"28' - 0" 24' - 6 1/4" 19' - 1 7/8" 17' - 6" 18' - 9" 11' - 8" 16' - 9" 16' - 0 1/2" 11' - 7"24' - 10" 15' - 2 3/4" 10' - 2"F.3F.9GG.85.8A117.19ADMIN112OFFICE110BREAKROOM109A110.1A109.148 A7.129ADD ALT 1 SEE SHEET A2.4 A8.12Sim A8.14SimA100.6A100.9136A100.8A100.7A100.10A101.142A107.1A107.3A107.243434343227' - 2"6' - 4" 14' - 8" 7' - 0"13' - 7"3' - 4 1/4"1' - 11 3/4"799W1W2A100.1A100.2A100.4A100.5A100.34 A6.21 A6.4F.4F.61 A5.5MULTIPURPOSESEATING154 (A)GEN STORAGE15380818' - 0 5/8"6' - 4 3/8"8' - 0 5/8"44' - 2 3/8"8' - 0 5/8"7 1/4"7 1/4"44' - 7"13' - 11 1/2" 16' - 8" 13' - 11 1/2"83ELEV152W6W7W5W10W4W11W11W14834 A5.71 A5.76 A5.7BENCHCUBBIES1" / 1'-0"1" / 1'-0"A101.424' - 11"9' - 11"7' - 10"51' - 6 7/8"8' - 8" 2' - 8"4' - 6" 20' - 2" 4' - 0" 20' - 0" 6' - 0" 2' - 4" 6' - 0"13' - 6" 6' - 0"1' - 10"18' - 9" 6' - 9"BL3BL3BL2BL48' - 10"3' - 0"6' - 0"3' - 0"32' - 6"3' - 0"5' - 0"17' - 4 1/8"6' - 8"5' - 1"7' - 7 3/4"[No Slope]104' - 6" 12' - 10" 109' - 10"7' - 5"7' - 0"7' - 5"44' - 10"7' - 5"23' - 8"7' - 0 1/8"27' - 1 7/8"23' - 9 1/2"11' - 4 1/2" 18' - 9" 5' - 1" 26' - 6" 30' - 8" 81' - 6"8' - 1" 56' - 10" 28' - 0" 11' - 7" 12' - 10" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2"4' - 8"3' - 4" A8.53A153.1REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORKSKATE SHARPENER10 A9.19898BOLLARD SPACING 6'-0" LOCATED 3'-0" OFF BACK OF CURB. (INCLUDE CURB TAPER SECTIONS) - SEE CIVIL DRAWINGS FOR LOCATION FOR COORDINATION WITH UTILITIES. (V.I.F.)KNOX BOXES FITTED WITH A SPRING-LOADED DRY LOCK LID -STL. BOX FITS 13 KEYSCOORDINATE FINAL LOCATION WITH JANESVILLE FIRE DEPARTMENT/MARSHALLWOMENS106BFAMILY RR106 A8.0108' - 5 5/8" 8' - 7 3/4" MINA152.1A106.117' - 8"DNA2431M811' - 6" 86' - 2" 11' - 4"59' - 7 1/2" 7' - 1" 8' - 3 1/2"5' - 7" 5' - 10"1. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -NWQUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.1c10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -NW QUADKEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER7 CONCRETE STOOP 4'-10" X 4'-0", SLOPE 1/4" PER FOOT9 CONCRETE STOOP 6'-6" X 4'-0", SLOPE 1/4" PER FOOT36 STACKABLE WASHER DRYER BY OTHERS - SEE SPECIFICATIONS42 HYDRAULIC PASSENGER ELEVATOR43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND10/A9.148 CONCRETE STOOP 44'-7" X 4'-0", SLOPE 1/4" PER FOOT80 BUMPERS PROVIDED BY YOUTH HOCKEY81 SKATE ASSIST STORAGE83 TEMPORARY RUBBER TILE FLOORING98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUSTSPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTICBARRIER WHEN PARTITION WALL IS IN USE.REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
DNUPUPHCHCHC1 A8.42 A5.01 A5.1J.C.114BEER SALES116FOOD PREP115 (A)YH COACH143ICE ARENALOBBY117MEN'S121UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147TEAM ROOM 2148 A8.02 A8.06 A8.07MATCHLINE AAMATCHLINE BBREFEREE RR146 A8.05SimA123.1A125.1A126.1A127.1A128.1A143.1A147.1A149.1A150.1A148.1A144.1A114.1A115.1A124.1A124.2A142.1A115.3A116.1A145.1A146.1HJKPN45872 A5.14 A8.4MATCHLINE AAMATCHLINE BB2' - 3"8' - 0"5' - 8"8' - 10 1/8"5' - 4 1/8"20' - 1 1/2" +/-6' - 6"4' - 0"8' - 10"6' - 4"18' - 4"17' - 8"19' - 5"12' - 4"25' - 9"6' - 4" 20' - 7 3/8" 103' - 11 1/4" 20' - 8 3/8" 6' - 5"6' - 10" 8' - 4" 18' - 0" 18' - 0" 18' - 0" 21' - 10" 6' - 4" 5' - 10" 9' - 0" 8' - 6 3/8"LL.6M.45.87.21" / 1'-0" A8.453 A6.4A117.5 A8.49Sim A8.49Sim A8.415Sim A8.415SimPASSAGE144ADD ALT 2 SEE SHEET A2.6 - A2.8A118.1A118.2A118.3A118.6A118.5A118.42 A6.411434A117.2434321' - 6 3/4" 35' - 5 3/4"10" 1' - 0"6' - 4" 23' - 4" 88' - 6"158' - 10"4 A6.4ELECTRICAL113CONCESSIONS115 (B)ICE RINKCIRCULATION151MERCYHEALTHARENA136PASSAGE130TRAINING1295 A6.1125 A7.5M.349A116.287W8W8W3aW3W13W52 A5.63 A5.65 A5.6VESTIBULE1181 A5.66 A5.633RAISED DECK ABOVE8' - 10"12' - 11" 2' - 11" 8' - 0" 26' - 6" 30' - 8" 60' - 6" 6' - 4" 24' - 2"65' - 1 3/8" 8' - 10" 8' - 9 3/8" 46' - 8"4' - 0"27' - 6"4' - 0"27' - 2 3/8"6' - 0"7' - 9 5/8"4' - 0"39' - 0"4' - 0"30' - 2"7' - 0"6' - 10"4J.C.1427' - 2" 21' - 3" 19' - 2 3/4" 17' - 5" 14' - 2" 15' - 8"10 1/4"17' - 0 1/2" 4' - 5" 39' - 1 1/2" 2' - 6"3' - 10 1/2"PASS THROUGH5' - 0" 3' - 10 1/2" A8.51A151.1L.4L.8353535REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORKA113.1A153.1103103a103103a103a103103103a103a103103a103103a10353A117.3(5) STL CONC. FILLED BOLLARDS 5'-0" O.C. - REFER TO CIVIL FOR LOCATION WITH SITE LAYOUTL.7 A7.119WOMENS122335 A6.414' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"32' - 0"72' - 0"1' - 10 5/8"STUD FACE7"STUD FACE7" A7.11530' - 10 7/8" 3' - 10 7/8"1' - 2"6 A6.512' - 4" 16' - 0" 12' - 0"8"W8W8W893.00°93.00°37A37A103103103103158' - 10"1' - 6"1' - 2"58 SFUNISEX TLT141224 SFREFEREE1452089 SFPASSAGE14459 SFWELLNESSROOM11970 SFFAMILYRESTROOM12077 SFLOCKERALCOVE101 (A)3' - 0"9"10" 12' - 8" 7"A117.4A120.1A119.11. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -SWQUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.1d10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -SW QUADKEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER4 FLOOR SINK WITH FRP PANEL TO 4'-0" A.F.F. (2) SIDES33 ADA PUSH BUTTON DOOR OPENER34 CANOPY35 WALL MOUNTED TV SCREEN37A RECYCLED PLASTIC BENCH MOUNTED AT 17-19" AFF, DEPTH TO MATCH LOCKERS43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.149 CONCRETE STOOP 9'-8" X 4'-0", SLOPE 1/4" PER FOOT53 CONCRETE STOOP 6'-10" X 4'-0", SLOPE 1/4" PER FOOT87 WALL BUTT JOINT TYP.103 SPORTS EQUIPMENT HOOK 66" AFF103a SPORTS EQUIPMENT HOOK ADA, 48" AFFREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCUPCNE SESWNWBUILDING DIAGRAMNOT TO SCALE2 A5.01 A5.14 A5.03 A5.0ABEFHJMPQCDN12345682 A5.14 A8.4F.3F.9GLM.4MECHANICAL COURTROOFROOFROOFROOF ACCESSMATCHLINE BBMATCHLINE BBMATCHLINE AAMATCHLINE AA248' - 1 3/4" 8' - 0"19' - 7 3/4" 18' - 9" 62' - 3" 188' - 4" 48' - 3 1/2"64' - 0" 28' - 0" 36' - 7" 47' - 6" 96' - 11" 75' - 11 1/2" 36' - 4 1/2" A8.414 A8.410 A8.46ADD ALT 2 SEE SHEET A2.6 - A2.822' - 1" 12' - 0" 24' - 0" 12' - 0" 43' - 2" 12' - 0" 12' - 0" 12' - 0" 52' - 0"ROOFCEILING BELOWROOFMEZZANINE201SPONSOR SUITE202PRESS BOX20312MERCYHEALTHARENA SOUTHSEATING136 (B)MERCYHEALTHARENA NORTHSEATING136 (A)17' - 6 3/8"4' - 0"27' - 6"4' - 0"26' - 2"4' - 0"10' - 2"20' - 6"6' - 4"4' - 0"39' - 0"4' - 0"30' - 2"6' - 0 3/8"7' - 9 5/8" 6' - 0" 27' - 2 3/8" 4' - 0" 27' - 6" 4' - 0" 16' - 6" 6' - 10" 15' - 4" 4' - 0" 6' - 4" 4' - 0" 13' - 0" 18' - 2" 4' - 0" 42' - 2 3/8" 4' - 0"ROOF ACCESS20425' - 4"12' - 1 1/2" 6' - 5"34' - 0"6' - 4" 12' - 1 1/2"MERCYHEALTH ARENA136MULTI-PURPOSE ARENA154MULTI-USE CONVENTION SPACE156ADA ANDCOMPANION209MEZZANINE201CORNER SUITE205ADA ANDCOMPANION206ADA ANDCOMPANION207CORNER SUITE208AV CLOSET210M.314' - 8"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 44' - 4" 26' - 10" 25' - 10" 7' - 2" 40' - 5 3/4" 54' - 11 3/4" 10' - 2" 4' - 5" 39' - 1 1/2" 2' - 6" 18' - 10"19' - 7 3/4" 18' - 9" 31' - 7" 30' - 8" 188' - 4" 28' - 0" 20' - 3 1/2"L.4L.832' - 9" 26' - 6"26' - 6" 31' - 7" 16' - 2"12' - 1 3/4" 35' - 1 1/4"RAILING26' - 6"RAILING10' - 0"RAILING26' - 6"RAILING32' - 0" 13' - 3"2' - 6"12' - 1 1/2"RAILING42' - 2"RAILING4' - 7"RAILING13' - 0"RAILING27' - 6"RAILING27' - 2"13' - 10"RAILING9' - 0"RAILING8' - 0"RAILING6' - 0"RAILING26' - 0"RAILING8' - 6"L.7NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOOR PLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.210/13/2023220025.00C2023-151/16" = 1'-0"2MEZZANINE FLOOR PLAN -OVERALL10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHC3 A8.42 A5.01 A5.1HJMPQN1232 A5.1G.8ROOFROOFROOF ACCESSMATCHLINE BB6' - 11 5/8" 12' - 0"49' - 11"12' - 0"22' - 0 3/4"8' - 0 5/8"7' - 3"8' - 0"12' - 0"11' - 2"4' - 0"42' - 2 3/8"4' - 0"8' - 1 5/8"ROOFROOF A8.412A203.1A202.1A200.1A200.2 A8.415Sim A8.415Sim A7.127 A8.414Sim A8.410SimADD ALT 2 SEE SHEET A2.6 - A2.8BL5BL5W16W16MEZZANINE201MATCHLINE AAMEZZANINE201SPONSOR SUITE202PRESS BOX203CORNER SUITE205ADA ANDCOMPANION206ADA ANDCOMPANION209MERCYHEALTHARENA SOUTHSEATING136 (B)MERCYHEALTHARENA NORTHSEATING136 (A)MERCYHEALTH ARENA1363' - 2"3' - 0"2' - 9"3' - 0"8' - 9"2' - 4 5/8"3' - 2 3/8"848788888787882 A5.63 A5.65 A5.74 A5.6349' - 2 1/2" 7' - 2" 57' - 10 3/4" 29' - 10"10 1/4"6' - 10 1/2" 53' - 8 1/2" 2' - 6" 18' - 10"28' - 0"20' - 3 1/2"16' - 0" 19' - 10 1/2" 86' - 3"11' - 0 1/2"8' - 10"16' - 0"12' - 1 3/4" 2' - 10"RAILING 9' - 11"RAILING22' - 4"RAILING26' - 6"RAILING10' - 0"RAILING26' - 6"RAILING32' - 0" 15' - 9"2 A8.43' - 10" 21' - 0"7 A8.5A210.1AV CLOSET210L.4L.81 A6.52 A6.5110110109110112110110110111111112110110109109RAILING42' - 2"RAILING4' - 7"RAILING4' - 6"6' - 4"6' - 2 3/8"RAILING26' - 0"RAILING8' - 6"14' - 7 5/8"2' - 7 3/4"L.7111108135.00°19' - 10 1/2"5/8"4' - 0"4' - 0"112 ' - 6"MEZZANINE ELEV100' - 0"ICE RINK ELEV112 ' - 6"MEZZANINE ELEV1. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOOR PLAN -SE QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.2a10/13/2023220025.00C2023-151/8" = 1'-0"2MEZZANINE FLOOR PLAN -ENLARGED -SE QUADKEYNOTES PER SHEET#34 CANOPY84 2 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP.87 WALL BUTT JOINT TYP.88 WALL MITER JOINT TYP.108 GUARDRAIL @ CONCOURSE SCOREBOARD - SEE DETAIL 2/A7.6109 GUARDRAIL @ CONCOURSE TRACK - SEE DETAIL 4/A7.6110 STANDING DRINK RAIL - SEE DETAIL 6/A7.6111 GUARDRAIL @ STAIRS EXTENDED GLASS - SEE DETAIL 5/A7.6112 DRINK RAIL @ ADA SEATING - SEE DETAIL 7/A7.6REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT DNDNDNDNDNDNDN10/04/2023BID DOCUMENT SET
HCHCHC1 A8.42 A5.01 A5.11 A5.0HJKMPQN45872 A5.14 A8.4G.8LM.45.8MATCHLINE BBMATCHLINE AA7' - 5"13' - 0"4' - 0"8' - 1 1/2"11' - 10 1/2"7' - 6"31' - 2 3/8"6' - 0"7' - 9 5/8"19' - 1 1/2"11' - 2"14' - 8"4' - 0"30' - 2"6' - 4 3/8"7' - 5 5/8"6' - 11 5/8" A8.48A203.2A203.1A202.1A202.2A204.1A204.2 A8.415Sim A8.46Sim34ADD ALT 2 SEE SHEET A2.6 - A2.8BL5BL5W16W16W16W16 A8.414SimROOF A8.97 A8.98SPONSOR SUITE202PRESS BOX203MEZZANINE20112CORNER SUITE208ADA ANDCOMPANION207MERCYHEALTHARENA NORTHSEATING136 (A)MERCYHEALTHARENA SOUTHSEATING136 (B)MERCYHEALTH ARENA136M.3AV CLOSET21087 A7.127A210.13' - 10" 12' - 2" 19' - 10 1/2" 86' - 3" 19' - 10 1/2" 12' - 2" 3' - 10"7' - 9 5/8"HCHCHC9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4" 54' - 11 3/4"10' - 2" 4' - 5" 39' - 1 1/2" 2' - 6" 18' - 10"15' - 10"8' - 0"26' - 6"30' - 8"158' - 0"ROOF ACCESS204ELEV152ROOF ACCESS DOOR110110109109110110110112110110111111111111111111110110110109RAILING32' - 9"RAILING26' - 6"RAILING10' - 0"RAILING26' - 6"RAILING31' - 7"RAILING27' - 2"RAILING27' - 6"RAILING13' - 0"RAILING4' - 8 1/4"RAILING4' - 6"6' - 4"6' - 4"3' - 5 1/2"14' - 4 1/8"RAILING9' - 0"RAILING8' - 0"25' - 1 5/8"RAILING6' - 0"7' - 5 1/2"30' - 8"6' - 4"108135.00°1 3 5 .0 0 °1 3 5 .0 0 °1. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOOR PLAN -SW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.2b10/13/2023220025.00C2023-151/8" = 1'-0"2MEZZANINE FLOOR PLAN -ENLARGED -SW QUADKEYNOTES PER SHEET#87 WALL BUTT JOINT TYP.108 GUARDRAIL @ CONCOURSE SCOREBOARD - SEE DETAIL 2/A7.6109 GUARDRAIL @ CONCOURSE TRACK - SEE DETAIL 4/A7.6110 STANDING DRINK RAIL - SEE DETAIL 6/A7.6111 GUARDRAIL @ STAIRS EXTENDED GLASS - SEE DETAIL 5/A7.6112 DRINK RAIL @ ADA SEATING - SEE DETAIL 7/A7.6REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 112 ' - 6"MEZZANINE LEVEL10O ' -0"ICE RINK ELEV112 ' - 6"MEZZANINE ELEV102 ' - 0"
MEZZANINE LEVEL 10/04/2023BID DOCUMENT SET
SDSDSD3 A8.42 A5.01 A5.14 A5.03 A5.01 A5.0ABEFHJKMPQCDN123456872 A5.1MATCHLINE AAMATCHLINE BBMATCHLINE AAF.3F.9GG.8LL.6M.45.87.293 A6.41/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" slope2 A6.4+7+7 +7+7+9+9+9+7+7+7+7+7+7+7+7 +7+8.5+8.5+8.5+8.53434ADD ALT 2 SEE SHEET A2.6-2.8TYP4' - 0"TYP4' - 0"ADD ALT 1 SEE SHEET A2.4+7 +7+7+7+7+7 +7+7+7+7+7+7+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.5+9.53424' - 5"47' - 1"47' - 1"47' - 1"24' - 5"54' - 9"54' - 9"54' - 9"E21E21E21E21E19E19E19E19E19E19E19E23E24E24E24E2446464623' - 11"66' - 5"11' - 6"+95 A6.1126262626262626262F.4F.61 A5.5M.36262E1962626262462' - 4 3/8"14' - 8"6211' - 4 1/2"12' - 11"2' - 11"2' - 11"5' - 1"26' - 6"30' - 8"188' - 4"28' - 0"20' - 3 1/2"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4" 17' - 5" 14' - 2" 15' - 8"10 1/4"6' - 10 1/2" 10' - 2" 4' - 5" 39' - 1 1/2" 2' - 6" 18' - 10"7' - 1 5/8" 9' - 6 5/8" 7' - 7 5/8" 79' - 11" 24' - 10 3/4"19' - 9"59' - 4 1/4"16' - 10 3/4"97' - 9"16' - 9"14' - 3 1/4" 24' - 6 3/4"4' - 0"6' - 11 7/8"3' - 3"6' - 4"6' - 4"7' - 7 5/8"7' - 1 5/8"7' - 6 5/8"6' - 1 1/2"6' - 10 5/8"5' - 8 1/2"6' - 1 5/8"616161616162L.4L.841E22E22E23E23E23E24E19 A7.014+4+4+4+41/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1061/4" SLOPE1/4" SLOPEROOF MEMBRANE 02GENERAL NOTE: ROOF CURBS & HVAC WALL/ROOF PENETRATIONS TO BE COORDINATED WITH MECHANICAL DRAWINGS & EQUIPMENT MANUFACTURER SPECIFICATIONS.L.71/4" SLOPE1/4" SLOPEMATCHLINE BB624 A5.0F.3F.991 A6.4F.4F.611 1/2"11 1/2"1/4" SLOPE+3.5+3.51/4" SLOPE1/4" SLOPE+3.562+3.51/4" SLOPE621/4" SLOPE1/4" SLOPECOMPOUND CEILING METAL SOFFIT7M.47.23 A6.44 A6.4+3+3+31/4" SLOPE1/4" SLOPE1/4" SLOPE6212M.3NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedROOF PLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.310/13/2023220025.00C2023-151/16" = 1'-0"3ROOF PLAN -OVERALLKEYNOTES PER SHEET#34 CANOPY41 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - SEE DETAIL21/A7.046 ROOF ACCESS LADDER, WALL-MOUNT GALVANIZED STEEL LADDER (PAINT) ONEACH SIDE OF THE PARAPET WALL (2ND LADDER ONLY REQUIRED ON THEROOF SIDE OF THE PARAPET DEPENDING UPON THE PARAPET HEIGHT)W/PLATFORM, 3'-6" HIGH HANDRAILS ABOVE PLATFORM61 UNIT MOUNTED MECHANICAL SCREEN62 ROOF CRICKET AROUND RTU106 RUBBER WALKWAY PADS BY MANUFACTURER. SPACING TO BE SPECIFIED BYMANUFACTURER. FIELD FIT FOR PLACEMENT OF PADS IN CONJUNCTION WITHMECHANICAL UNIT SERVICE AREASE19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOMELEVATION AT 20' - 3"E21 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOMELEVATION AT 32' - 4"E22 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOMELEVATION AT 27' - 3"E23 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOMELEVATION AT 29' - 4 1/2"E24 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOMELEVATION AT 15' - 7"1/8" = 1'-0"2VESTIBULE 100 CANOPY ROOF PLAN1/8" = 1'-0"1VESTIBULE 118 CANOPY ROOF PLANSOLAR ARRAY BY ALLIANT ENERGY. ARCHITECTURAL DRAWINGS NOT TO BE USED FOR CONSTRUCTION. GRIDLINE H REPRESENTS THE HIGH POINT OF THE ROOF SLOPES FOR ROOF COVERING ARENA AND CONVENTION SPACES10/04/2023BID DOCUMENT SET
ABEFHMPQ12345LF.6 A4.5 A4.5 A4.5 A4.5MATCHLINE BBMATCHLINE BBMATCHLINE AAMATCHLINE AA3142 A4.681 A4.62 A4.65 A4.64 A4.69 A4.63 A4.67 A4.6108' - 1" 42' - 0 5/8" 6' - 4" 4' - 4 5/8" 6' - 4" 37' - 3 3/4" 50' - 9" 17' - 4 3/8" 102' - 7 5/8" 55' - 4 1/2" 56' - 2 1/2" 18' - 10"19' - 9 1/2"28' - 0"1' - 2"6' - 6"4"6' - 4"3' - 4"16' - 0"178' - 10"6' - 4"1' - 10"7' - 0 1/8" 22' - 10" 7' - 4" 68' - 6" 6' - 6" 25' - 6" 6' - 6" 50' - 8 5/8" 14' - 0 5/8"3' - 6 5/8"6' - 6"10"10' - 4" 3' - 4" 14' - 4" 20' - 7 1/2"10' - 11 1/2" 12' - 0" 9' - 2" 3' - 10" 11' - 6" 8' - 6"27' - 1 1/2"105' - 8" 11' - 8" 84' - 9" 15' - 6" 41' - 4 1/4" 8' - 1 1/2" 52' - 7" 67' - 2 1/4"15' - 1" 5' - 4" 3' - 3" 19' - 5 3/4" 3' - 4"4' - 3 5/8"3' - 4" 18' - 3 1/2" 12' - 0 5/8" 12' - 3 3/4" 11' - 8"24' - 0" 6' - 4" 47' - 8" 3' - 4"2' - 10" 23' - 3" 33' - 8 3/4" 3' - 3 7/8"3' - 2 3/8"20' - 8" 44' - 1 1/2" 10" 34' - 2 1/2" 6' - 0" 16' - 0"7' - 5"44' - 10"7' - 5"7' - 0"7' - 5"40' - 2"14' - 5"7' - 5"44' - 10"7' - 5"185' - 3"8' - 6"3' - 5"3' - 4"11' - 6"9' - 1" 3' - 10" 78' - 3" 6' - 4" 24' - 4" 6' - 4" 84' - 2" 6' - 4" 4"4' - 10 1/4"6' - 4"12' - 9 3/4"L.4L.8L.7 A5.59 A5.5 A5.58765419a A9.112 A9.113 A9.015NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/16" = 1'-0"FIRST FLOOR PLAN -PRECAST PANELSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.910/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -PRECAST REFERENCE PLAN10/04/2023BID DOCUMENT SET
NE SESWNWBUILDING DIAGRAMNOT TO SCALEABEFHJKMPQCDN123456874 A8.4J.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)OFFICE111SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MENS106AMEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167RESURFACER/SHOPTOOLS/LAUNDRY170REFRIGERATION172Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ICE ARENALOBBY117MEN'S121ELEC134MAIN COACH133MAIN TEAMROOM132LAUNDRY131TRAINING129UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147WOMEN'S165F.S. STORAGE175TEAM ROOM 2148J.C.142REFEREE145REFEREE RR146WET TEAM RR139MERCYHEALTHARENA136MULTI-PURPOSEAREA154MULTI-USECONVENTIONSPACE156GEN STORAGE153ICE RINKCIRCULATION151ICE RINKCIRCULATION135PASSAGE144PASSAGE130ELEV152MATCHLINE BBMATCHLINE AAMATCHLINE AAMATCHLINE BBMATCHLINE BBF.3F.9GG.8L5.87.29BREAKROOM109OFFICE110ADMIN1123 A6.42 A6.4MALLCONNECTION164C3ADD ALT 3 SEE SHEET A3.4ADD ALT 1 SEE SHEET A2.4C4C4C4C4C4C4C4STORAGE135(A)MECHANICAL168EXPOSEDMETER/RISER17934ELECTRICAL113C8aC85 A6.112F.61 A5.5ELECTRICAL169TEMP STORAGE174HOCKEYSTORAGE173IT/GENSTORAGE176M.3C4C4C9C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4C3C3C3C3C4C3C4C4VESTIBULE171AV CLOSET167 (B)VESTIBULE1188989898' - 0 5/8" 43' - 6 3/4" 23' - 1 1/4" 38' - 10 3/4" 22' - 5 5/8" 44' - 2 3/8" 8' - 0 5/8"7' - 5"42' - 0"2' - 10"21' - 10"2' - 1"36' - 0"2' - 1"21' - 10"2' - 10"42' - 0"7' - 5"9292L.4L.8C9C4L.7FAMILY RR106WOMENS106BWOMENS12281' - 6"6' - 6"25' - 6"0"74' - 10"C4C4FAMILYRESTROOM120WELLNESSROOM119CLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELSCLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELSCEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.110/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR RCPKEYNOTES PER SHEET#34 CANOPY89 SCOREBOARD BY OTHERS92 WOOD LOOK CEILING 8'X2'C3 EXPOSED METAL JOISTC4 EXPOSED CONCRETE PLANKC8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C8a FUTURE FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
3 A8.42 A5.04 A5.03 A5.0ABEFHJ123LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167RESURFACER/SHOPTOOLS/LAUNDRY170WOMEN'S165F.S. STORAGE175MULTI-USECONVENTIONSPACE156F.3MULTI-PURPOSEAREA154MALLCONNECTION164C4C4C3C4C4SOFFIT9' -6" AFFSOFFIT9' -6" AFFSOFFIT9' -6" AFF12' -0"AFF13' -6"AFF13' -6"AFF11' -11"AFF10' -0"AFF10' -2"AFF8' -0"AFF10' -0"AFF9' -0"AFFMATCHLINE AAMATCHLINE BBC6C6C6C6C6F.61 A5.5HOCKEYSTORAGE173TEMP STORAGE174IT/GENSTORAGE176LOBBY / LINK155AV CLOSET157 (A)AV CLOSET167 (B)C8aSOFFIT9' -6" AFFC4C92 A5.53 A5.57' - 5"42' - 0"2' - 10"1' - 8"18' - 6"1' - 8"2' - 1"36' - 0"2' - 1"1' - 8"2' - 0" 8' - 0" 2' - 0"12' - 5"BULKHEAD11' - 10"ROLL DOWN METAL SECURITY GATETYPICAL -ALL BASKETBALL HOOPS STORAGE FUNCTION TO BE COORDINATED WITH A/V AND ASSOCIATED DISCIPLINE BEFORE PURCHASEDC3C4C410 A7.52' - 0" 8' - 0" 2' - 0"C3C3BULKHEAD10' - 0"EXPOSED STRUCTURE -PAINTED BLACK2 A6.53 A6.55 A6.54 A6.598982' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"11' -11"AFFGWBROOF ACCESS PLATFORMMEZZANINE LEVEL STAIR PLATFORM14' -8"AFF14' -8"AFF14' -8"AFFC4C4C6C6CLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELSCLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELSNE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLAN -NE QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.1a10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR RCP -NE QUADKEYNOTES PER SHEET#98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUSTSPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIERWHEN PARTITION WALL IS IN USE.C3 EXPOSED METAL JOISTC4 EXPOSED CONCRETE PLANKC6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOPLOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS ANDMAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES.FALLS IN THE SCOPE OF FF&EC8a FUTURE FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
1 A5.1HJKMPQ1232 A5.1RESURFACER/SHOPTOOLS/LAUNDRY170REFRIGERATION172Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ELEC134MAIN COACH133MAIN TEAMROOM132LAUNDRY131TRAINING129UNISEX TLT128J.C.142WET TEAM RR139MERCYHEALTHARENA136ICE RINKCIRCULATION135PASSAGE144PASSAGE130MATCHLINE AAMATCHLINE AAMATCHLINE BBG.812' - 0"BULKHEAD HEIGHTC4C4C4C4C4C4C4C4C4C4C4C4STORAGE135(A)ADD ALT 2 SEE SHEET A3.49' -0"AFFC4C4C4C4C434C8ELECTRICAL169MECHANICAL168ICE RINKCIRCULATION135METER/RISER179AV CLOSET167 (B)C4VESTIBULE171CLOSET172(A)8' -0"AFF7 A8.55 A8.5L.4L.8C9C9C41 A6.52 A6.5L.711' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF11' -7"AFF14' -8"AFF14' -8"AFF14' -8"AFF14' -8"AFFC4C4C414' -8"AFF14' -8"AFF14' -8"AFFNE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLAN -SE QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.1b10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR RCP -SE QUADKEYNOTES PER SHEET#34 CANOPYC4 EXPOSED CONCRETE PLANKC8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
1 A8.42 A5.01 A5.11 A5.0HJKPQN45872 A5.14 A8.4J.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)UNISEX TLT141YH COACH143ICE ARENALOBBY117MEN'S121LAUNDRY131TRAINING129UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147TEAM ROOM 2148J.C.142REFEREE145REFEREE RR146MERCYHEALTHARENA136ICE RINKCIRCULATION151PASSAGE144PASSAGE130MATCHLINE BBMATCHLINE AAMATCHLINE AALL.6M.45.8MATCHLINE BB3 A6.42 A6.4C3C4C4C4C4C4C4C4C4C4C4C4C4C4ADD ALT 2 SEE SHEET A2.510' -0" AFF9' -0" AFF10' -6" AFF10' -6" AFFC48' -0" AFFC33458585858ELECTRICAL1134 A6.4C85 A6.112PASSAGE130DRY STORAGE115 (C)8' -0" AFF11' -7" AFF11' -7" AFF11' -7" AFF10' -0" AFF10' -0" AFF9' -0" AFF10' -0" AFF8' -0" AFF5 A7.5VESTIBULE118BULKHEAD7' - 4"C9C9L.7WOMENS1225 A6.48' -0" AFF6 A6.511' -7" AFF11' -7" AFF11' -7" AFF11' -7" AFF11' -7" AFF11' -7" AFF11' -7" AFF11' -7" AFF11' -7" AFFC4BULKHEAD7' - 4"8' -0" AFFFAMILYRESTROOM120WELLNESSROOM119STAINLESS STEEL CASE OPENING UNDER BULKHEADNE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLAN -SW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.1c10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR RCP -SW QUADKEYNOTES PER SHEET#34 CANOPY58 MOTORIZED SHADESC3 EXPOSED METAL JOISTC4 EXPOSED CONCRETE PLANKC8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
2 A5.04 A5.03 A5.01 A5.0AEFHJCD45684 A8.4CONCESSIONS115 (B)FOOD PREP115 (A)OFFICE111SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MENS106AMEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155MULTI-PURPOSEAREA154MULTI-USECONVENTIONSPACE156GEN STORAGE153PASSAGE144ELEV152MATCHLINE BBMATCHLINE AAMATCHLINE BBMATCHLINE AAF.3F.9GG.85.89BREAKROOM109OFFICE110ADMIN11234C5C3C3C410' -4" AFF10' -4" AFF9' -0" AFF9' -0" AFF9' -0" AFF10' -0" AFF10' -0" AFF10' -0" AFF10' -0" AFF10' -0" AFF10' -0" AFF10' -0" AFF16'-4" AFFGWB11' -11" AFF13' -6" AFF12' -0" AFF13' -6" AFFSOFFIT9 -6" AFFC6C6C6C6C6C6C611' - 10"BULKHEAD5757585858575858C8a4 A6.21 A6.4SOFFIT9 -6" AFF1 A5.5LOBBY / LINK155LOBBY / LINK15515' -0" AFF10' -0" AFFCOPY AREA112 (A)10' -0" AFFICE ARENALOBBY117C92' - 1"1' - 8"18' - 6"1' - 8"2' - 10"42' - 0"7' - 5"2' - 0" 8' - 0" 2' - 0"6' - 2" 4" 8' - 0" 4" 8' - 0" 4" 8' - 0" 4" 8' - 0" 4" 6' - 2"46' - 2"1' - 7 3/4"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 7 3/4"1' - 4" 21' - 5 3/8"1' - 6 1/4"LOCKERALCOVE101 (A)ELECTRICAL11310' -0" AFF10' -0" AFF8923' - 6 1/4"2' - 2"23' - 6 1/8"9' - 6"BULKHEADC32' - 0" 8' - 0" 2' - 0"98982' - 0" 8' - 0" 2' - 0"WOMENS106B9' - 0"BULKHEADFAMILY RR1068' -0" AFF9' -0" AFF2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"SOFFIT9 -6" AFFFRAME OPENING WITH TRIM ON WALLS AND B/O SOFFIT12' - 6"TYP.1' - 0"44' - 1 1/4"10' - 2 3/8"1' - 1 1/4"2' - 0"2' - 0"2' - 0"2' - 0"1' - 1 1/4"117117CLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELSNE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLAN -NW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.1d10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR RCP -NW QUADKEYNOTES PER SHEET#34 CANOPY57 MANUAL SHADES58 MOTORIZED SHADES89 SCOREBOARD BY OTHERS98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUSTSPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIERWHEN PARTITION WALL IS IN USE.117 LIGHTING FIXTURE - PRUDENTIALC3 EXPOSED METAL JOISTC4 EXPOSED CONCRETE PLANKC5 GYPSUM BOARD SOFFITC6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOPLOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS ANDMAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES.FALLS IN THE SCOPE OF FF&EC8a FUTURE FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
NE SESWNWBUILDING DIAGRAMNOT TO SCALE2 A5.04 A5.03 A5.0AEFHPN3452 A5.14 A8.4C3C3C3136MULTI PURPOSE REC AREA 1154MULTI PURPOSE REC AREA 2156C6C6C6C6C6C6C6C6C6C6MATCHLINE AAMATCHLINE AAMATCHLINE BBMATCHLINE BBF.4F.61 A5.5C9C8MERCYHEALTH ARENAPRESS BOX203SPONSOR SUITE202AV CLOSET210C9C9CEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOORREFLECTED CEILING PLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.210/13/2023220025.00C2023-151/16" = 1'-0"1MEZZANINE FLOOR RCPKEYNOTES PER SHEET#C3 EXPOSED METAL JOISTC6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOPLOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS ANDMAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES.FALLS IN THE SCOPE OF FF&EC8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
3 A8.42 A5.01 A5.1HPN32 A5.1G.8C3136MATCHLINE AAMATCHLINE AAMATCHLINE BBC8C9C9MERCYHEALTH ARENA9' - 2 1/2" 156' - 4" 2' - 6"L.7NE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOORREFLECTED CEILING PLAN-SE QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.2a10/13/2023220025.00C2023-151/8" = 1'-0"1MEZZANINE FLOOR RCP -SE QUADKEYNOTES PER SHEET#C3 EXPOSED METAL JOISTC8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
2 A5.01 A5.1HJP452 A5.14 A8.4PRESS BOX203SPONSOR SUITE202C3MERCY HEALTH ARENA136C8C9C99' -0"AFF MOISTURE RESISTANT GYP9' - 1"AFF MOISTURE RESISTANT ACTMATCHLINE AAMATCHLINE AAMATCHLINE BBMATCHLINE BB2' - 0" 10' - 0" 4"11 1/2"1' - 8 1/2"HOLD20' - 0"1' - 8 1/2"11 1/2"AV CLOSET2106 1/4"1' - 6"30' - 0"1' - 6"5 3/4"8" 10' - 0" 2' - 0"12' - 8"12' - 8"9' -1"AFF MOISTURE RESISTANT ACT9' -0"AFF MOISTURE RESISTANT GYPCHASE WALLS ON MEZZANINE TO GO UP TO 127' - 6"NE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOORREFLECTED CEILING PLAN-SW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.2b10/13/2023220025.00C2023-151/8" = 1'-0"1MEZZANINE FLOOR RCP -SW QUADKEYNOTES PER SHEET#C3 EXPOSED METAL JOISTC8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TOUNDERSIDE OF JOISTS.C9 JOIST MOUNTED RADIANT HEATING SYSTEMSEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE.10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"2 A5.021' - 2 1/2" 27' - 7"10"6' - 6" 3' - 7" 14' - 0" 50' - 9" 6' - 6" 25' - 6" 6' - 6" 68' - 6" 6' - 6"10"15' - 1 3/4" 12' - 0" 16' - 0" 12' - 0" 8' - 0"1' - 11 3/4"16' - 11 1/4" 17' - 8"E3E10E10E10E10E1 A4.111 A5.0134568W11W11W4W17W17W17W17T.O. PRECAST .121' -0"E3E6E6E6E6E10E4E10E1934E194614' - 0"6' - 6" 68' - 4"6' - 6" 25' - 6"6' - 6" 68' - 6"1/8" 30' - 8"10"E17E1748' - 3 1/2" 188' - 4" 30' - 8" 31' - 7" 18' - 9" 19' - 3"E18E18E1861E2E23E19E23E23E23E2230EXISTING MALL336' - 10 1/2"FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"1 A5.1E3E4E2E1 A4.12 A4.214 A5.03 A5.0AFPQCDN2 A5.1F.3F.9LM.4W10W6W7W5W13W8W8T.O. PRECAST .121' -0"E1E3E3E4E6E6E6E634E6E1E6E19E1934E5E19E19E20E195 A6.11 A5.5W14646314' - 0" 36' - 0" 36' - 0"11 1/4"45' - 1 1/4"E16E16E16E1618' - 10"2' - 6"39' - 1 1/2"47' - 3"100' - 3 3/4"44' - 4"12' - 0"24' - 5"28' - 0"64' - 11"E18E18E18E185' - 8" 22' - 4"CJ7' - 10 1/2"E18E1861616146CJ9' - 3 5/8"E18E812' - 4" 16' - 0"CJ12' - 0" 19' - 6"L.722' - 3 3/4"2510 ADDRESS LOCATION TO BE DETERMINED BY OWNERW8W8W8FIRST FLOOR100' -0"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST136' -0"2 A5.0E4 A4.131 A5.012357.2W3T.O. PRECAST .121' -0"E6E1E13 A6.43434E6E19E534E21E21E21E6E646E628' - 0 1/2" 19' - 9 1/2"12' - 0" 12' - 0" 36' - 0" 12' - 0" 24' - 0" 12' - 0" 8' - 8" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 8' - 0"E17E17E17E17E1732' - 2" 37' - 5" 219' - 0" 28' - 0" 20' - 3 1/2"E18616161E248' - 0"E21E19EXISTING MALL25' - 7 1/2"336' - 10 1/2"E10E10FIRST FLOOR100' -0"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"3 A8.41 A5.14 A5.03 A5.0ABEFHMPQ2 A5.1T.O. PRECAST .121' -0"CONNECTION TO MALLW20E6E6E1E6E134E6E6E11 A5.5M.3E10E10E10E1046E818' - 0"268' - 8"12' - 0"12' - 0"12' - 0"12' - 0"7' - 4"7' - 4"12' - 0"21' - 6"14' - 6"12' - 0"12' - 0"6' - 6"12' - 0"12' - 0"12' - 0"8' - 4"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"16' - 0"7' - 2"11' - 2"12' - 0"12' - 0"12' - 0"13' - 4"8' - 0"12' - 0"12' - 0"12' - 4"11' - 8"8' - 1"96' - 9"12' - 6"10' - 2"46' - 0 1/2"18' - 10"E24E24E24T.O. PRECAST18' - 3"15' - 11"211' - 7 1/2"143' - 0 1/2"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/16" = 1'-0"EXTERIOR ELEVATIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.010/13/2023220025.00C2023-151/16" = 1'-0"1NORTH BUILDING ELEVATION1/16" = 1'-0"2WEST BUILDING ELEVATION1/16" = 1'-0"3SOUTH BUILDING ELEVATION1/16" = 1'-0"4EAST BUILDING ELEVATIONKEYNOTES PER SHEET#30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O34 CANOPY46 ROOF ACCESS LADDER, WALL-MOUNT GALVANIZED STEEL LADDER (PAINT) ON EACH SIDE OFTHE PARAPET WALL (2ND LADDER ONLY REQUIRED ON THE ROOF SIDE OF THE PARAPETDEPENDING UPON THE PARAPET HEIGHT) W/PLATFORM, 3'-6" HIGH HANDRAILS ABOVEPLATFORM61 UNIT MOUNTED MECHANICAL SCREENE1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WETCAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TOHAVE EXPOSED AGGREGATE SIZED 3/8 STANDARDE2 VERTICAL METAL PANEL (COLOR: JANESVILLE GREEN) STAGGER SEAM WHERE ONE PANELMEETS OTHER ONLY AT THE MAIN ENTRY - SEE SPECIFICATIONSE3 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS.BASIS OF DESIGN - TRENDSTONE PLUS (COLOR: LIMESTONE)E4 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS.BASIS OF DESIGN - TRENDSTONE PLUS (COLOR: SHADOW GRAY)E5 PERFORATED METAL PANEL WITH BACK-LIT SIGN ATTACHMENTE6 COPING TO MATCH WALLE8 ROOF ACCESS DOORE10 HOLLOW METAL DOORE16 TINTED TO MATCH JANESVILLE GREEN - SEE GL-8 IN GLAZING STYLESE17 10" INSULATED LOAD BEARING PRECAST WALL W/ EXPOSED AGGREGATE FINISH. APPLY SEALERFULL HEIGHT AS ACCENTE18 CONTROL JOINTE19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3"E20 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 27' - 1"E21 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 32' - 4"E22 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 27' - 3"E23 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 29' - 4 1/2"E24 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 15' - 7"10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PRECAST136' -0"E4E31 A5.04568T.O. PRECAST .121' -0"W11W11W4E6E6E334E19E19E144 A6.21 A6.446E2E14E14E630' - 8" 10" 4' - 0" 26' - 9" 18' - 9" 19' - 3"E18E18E18E22STAGGER PANEL BUTT JOINTS SO SEAMS ARE DIMINISHED AS MUCH AS POSSIBLE IF VERTICAL PANEL DOES NOT COME IN FULL LENGTH OF ENTRY WALL HEIGHT100' - 2 3/8"1' - 6"11' - 2"2' - 4"8' - 4"2' - 6"4' - 2"6' - 0"FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PRECAST136' -0"4 A5.0F.3F.936' - 0"E1E6E534E151' - 6"1' - 0"10' - 2"7' - 0"3' - 8"2' - 6"10' - 2"46F.4F.6E19E19W1E64613' - 10" 16' - 8" 13' - 10"E19E1944' - 4"W1COORDINATE BUILDING ADDRESS SIGNAGE DESIGN AND LOCATION WITH COJ & SIGNAGE SUPPLIERFIRST FLOOR100' -0"T.O. PARAPET -ENTRY128' -0"1 A5.077.2T.O. PRECAST .121' -0"W312' - 2 7/8" 21' - 4 1/8" 31' - 1 1/4"E43 A6.42 A6.4E6E19E54 A6.21 A6.434E6E18E22E18E15STAGGER PANEL BUTT JOINTS SO SEEMS ARE DIMINISHED AS MUCH AS POSSIBLE IF VERTICAL PANEL DOES NOT COME IN FULL LENGTH OF ENTRY WALL HEIGHT14 A7.16' - 0"21' - 10"2' - 6"10' - 2"34' - 6"6' - 6"7' - 0"15' - 0"6' - 0"46E2Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED EXTERIORELEVATIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.110/13/2023220025.00C2023-151/4" = 1'-0"1NORTH BUILDING ELEVATION -ENLARGED1/4" = 1'-0"2WEST BUILDING ELEVATION -ENLARGED1/4" = 1'-0"3SOUTH BUILDING ELEVATION -ENLARGEDKEYNOTES PER SHEET#34 CANOPY46 ROOF ACCESS LADDER, WALL-MOUNT GALVANIZED STEEL LADDER (PAINT) ON EACH SIDE OFTHE PARAPET WALL (2ND LADDER ONLY REQUIRED ON THE ROOF SIDE OF THE PARAPETDEPENDING UPON THE PARAPET HEIGHT) W/PLATFORM, 3'-6" HIGH HANDRAILS ABOVEPLATFORME1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WETCAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TOHAVE EXPOSED AGGREGATE SIZED 3/8 STANDARDE2 VERTICAL METAL PANEL (COLOR: JANESVILLE GREEN) STAGGER SEAM WHERE ONE PANELMEETS OTHER ONLY AT THE MAIN ENTRY - SEE SPECIFICATIONSE3 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS.BASIS OF DESIGN - TRENDSTONE PLUS (COLOR: LIMESTONE)E4 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS.BASIS OF DESIGN - TRENDSTONE PLUS (COLOR: SHADOW GRAY)E5 PERFORATED METAL PANEL WITH BACK-LIT SIGN ATTACHMENTE6 COPING TO MATCH WALLE14 CAST STONE SILL, WIDTH TO MATCH OPENINGE15 HALO ILLUMINATED BACKLIT SIGNAGE - SEE MANUFACTURER DRAWINGS- CURRENTREPRESENTATION OF SIGNAGE IS NOT REPRESENTATIVE OF FINAL SIGNAGE DESIGN - FF&EITEME18 CONTROL JOINTE19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3"E22 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 27' - 3"SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W"AND "BL"10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST136' -0"PN2 A5.1LM.48' - 0"7' - 0"4' - 8"10' - 4"4' - 4"1' - 8"T.O. PRECAST .121' -0"W8W8W8W8W8 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 32' - 1 1/4" 12' - 4" 16' - 0" 12' - 0"4 A6.472' - 0" 40' - 4 3/8"W1334E19E2E14E669' - 6 3/4" 39' - 1 1/2" 2' - 6"618' - 0"7' - 0"21' - 0"E19E1824' - 8" 27' - 4" 20' - 0"5 A6.46 A6.5E6E6E3E4E11' - 10"10' - 2"2510 ADDRESS LOCATION TO BE DETERMINED BY OWNERConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED EXTERIORELEVATIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.210/13/2023220025.00C2023-151/4" = 1'-0"1WEST BUILDING ELEVATION -ENLARGED 2KEYNOTES PER SHEET#34 CANOPY61 UNIT MOUNTED MECHANICAL SCREENE1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WETCAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TOHAVE EXPOSED AGGREGATE SIZED 3/8 STANDARDE2 VERTICAL METAL PANEL (COLOR: JANESVILLE GREEN) STAGGER SEAM WHERE ONE PANELMEETS OTHER ONLY AT THE MAIN ENTRY - SEE SPECIFICATIONSE3 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS.BASIS OF DESIGN - TRENDSTONE PLUS (COLOR: LIMESTONE)E4 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS.BASIS OF DESIGN - TRENDSTONE PLUS (COLOR: SHADOW GRAY)E6 COPING TO MATCH WALLE14 CAST STONE SILL, WIDTH TO MATCH OPENINGE18 CONTROL JOINTE19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3"SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W"10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PRECAST -132' -4"1234T.O. PRECAST .121' -0"10" 6' - 6" 3' - 7" 14' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 2' - 9" 6' - 6" 2' - 9" 10' - 0" 10' - 0" 12' - 0"12' - 0" 12' - 0" 12' - 0" 12' - 0" 10' - 6" 7' - 3" 6' - 6"10"33' - 3"3' - 8"18' - 3"8' - 7 1/2" 12' - 5"15' - 7" 12' - 0"11"1' - 8" 1' - 8"14' - 0"2' - 0"4' - 0"1' - 7 1/2"1' - 0"SPACED REVEALS9 E.Q 1' - 0 3/8"SPACED REVEALS9 E.Q 11 7/8"SPACED REVEAL1 E.Q 2' - 0"SPACED REVEALS3 E.Q 3' - 6" W/ CENTERED OPENING6 E.Q 8 1/4" SPACED REVEALSSPACED REVEALS TYP. 23 E.Q 1' - 0"SPACED REVEALS3 E.Q 3' - 6"7' - 4"11"11"14' - 0"FIRST FLOOR100' -0"T.O. PRECAST136' -0"12345T.O. PRECAST .121' -0"9' - 0" 10' - 10"9' - 4" 9' - 3 1/2" 9' - 4"11' - 7" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 8' - 8" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 8' - 0" 12' - 0"36' - 11"18' - 4"BUILDING IN FOREGROUND6' - 4"1' - 7 3/4"3' - 4 1/2"4' - 4" 6' - 6"8' - 3"6' - 4"3' - 10"11"3' - 7"SPACED REVEALS7 E.Q 1' - 2"SPACED REVEALS7 E.Q 1' - 1 1/2"SPACED REVEALS11 E.Q 10 7/8"11"7' - 4"FIRST FLOOR100' -0"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"ABEFHJKMPQCDNF.3F.9GG.8LL.6M.4T.O. PRECAST .121' -0"F.4F.6M.312' - 0"12' - 0"12' - 0"12' - 0"13' - 4"8' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"7' - 4"7' - 4"12' - 0"9' - 6"12' - 0"12' - 0"12' - 0"6' - 6"12' - 0"12' - 0"12' - 0"8' - 4"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"9' - 5" 9' - 5"21' - 11"BUILDING IN FOREGROUND2' - 0"6' - 0"4' - 9"3' - 6"12' - 5"9' - 0 1/2"3' - 4"2' - 0"3' - 4"3' - 4 1/8"8' - 3"1' - 8 1/4"1' - 7 3/4"4' - 3 5/8" 3' - 4"10' - 11"12' - 11"8' - 3"6' - 4"8' - 3"3' - 4"3' - 4"3' - 4"6' - 6 3/8"5' - 6"12' - 0"3' - 2"1' - 4 1/2"8' - 10 1/2"11"32' - 4"11' - 8"SPACED REVEALS21 E.Q 9 3/8"SPACED REVEALS6 E.Q 1' - 0 1/2"SPACED REVEALS7 E.Q 9 3/4"SPACED REVEALS5 E.Q 1' - 2"SPACED REVEALS6 E.Q 1' - 0"8' - 3"L.4L.88' - 3"11' - 8"12' - 0"L.7FIRST FLOOR100' -0"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"ABEFHJKMPCDNF.3F.9GG.8LL.6M.4F.4F.6M.336' - 11"5"11' - 7"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"26' - 10"12' - 0"12' - 0"12' - 0"12' - 0"5' - 8"6' - 4"12' - 0"12' - 0"12' - 0"12' - 0"7' - 4"7' - 4"12' - 0"12' - 0"12' - 0"12' - 0"10" 11' - 2" 12' - 0" 12' - 0" 12' - 0" 9' - 4" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"33' - 3"BUILDING IN FOREGROUND10' - 11"12' - 0" 14' - 10" 4' - 9 3/4"7' - 2 1/4"8' - 11 1/4"3' - 0 3/4"5' - 0 3/4"6' - 11 1/4"3' - 10 7/8"3' - 4"4' - 9 1/8"7' - 4"21' - 5"10' - 11"4' - 4"3' - 11"6' - 0"1' - 6 3/8" 2' - 7 5/8"12' - 0"1' - 8"4"5' - 8"1' - 8"8"6' - 0"8"4' - 2"3' - 11"4' - 4"3' - 11"4' - 4"3' - 11"8"4' - 0"12' - 4"10' - 11"11"SPACED REVEALS7 E.Q 1' - 2"L.4L.8L.7FIRST FLOOR100' -0"T.O. PRECAST -132' -4"33' - 3"4' - 0"4' - 0"4' - 0" REVEAL TYP.11 E.Q 1' - 0"12' - 0"11"7' - 4"6' - 8"14' - 11"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/16" = 1'-0"ELEVATIONS -PRECASTPANELSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.510/13/2023220025.00C2023-151/16" = 1'-0"1NORTH PRECAST -OVERALL1/16" = 1'-0"2SOUTH PRECAST -OVERALL1/16" = 1'-0"3EAST PRECAST -OVERALL1/16" = 1'-0"4WEST PRECAST -OVERALL1/16" = 1'-0"5PRECAST PANEL 12'-0 @ 4'-0" INCREMENT TYP. PANEL10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PRECAST136' -0"34512' - 0" 12' - 0" 12' - 0"4' - 6" 7' - 6"5' - 1"36' - 11"31' - 10"6' - 3" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 7"3' - 4" 3' - 5"8' - 6"8' - 3"10' - 11"11"8' - 3"FIRST FLOOR100' -0"T.O. PRECAST136' -0"3458' - 0" 8' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 7" 9' - 7" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 7' - 10" 8' - 0"36' - 11"6' - 0"16' - 6"12' - 0"16' - 6"6' - 0"12' - 0"6' - 4"8' - 4"8' - 4"6' - 4"16' - 6"6' - 0"12' - 0"16' - 6"6' - 0"12' - 0"4"6' - 4"7' - 4"5' - 2"8' - 4"7' - 4"5' - 2"8' - 4"3' - 10"1' - 1" 6"3' - 4"3' - 10"1' - 1" 6"3' - 4"4' - 2"7' - 4"13' - 6"1' - 0"1"6' - 4"FIRST FLOOR100' -0"PQT.O. PRECAST .121' -0"9' - 5" 9' - 5"21' - 11"11"8' - 3"6' - 8"14' - 11"FIRST FLOOR100' -0"PQT.O. PRECAST .121' -0"9' - 0" 9' - 0"17' - 5"11"4' - 6"FIRST FLOOR100' -0"EFHJKF.3F.9GG.8LT.O. PRECAST .121' -0"F.4F.612' - 0"12' - 0"12' - 0"7' - 0"6' - 11"11' - 7 1/2"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 4 1/2"21' - 11"2' - 8"11"11' - 7 1/2"5' - 9"10' - 11"MATCH EXISTING HEIGHT OF PRECAST SEE WALL SECTION ON 6.5 AND DETAILS ON 7.1FIRST FLOOR100' -0"T.O. PRECAST .121' -0"13' - 8" 12' - 0"21' - 11"11"2' - 4"3' - 4"8' - 3"FIRST FLOOR100' -0"T.O. PARAPET123' -4"3411' - 8" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 7' - 0" 12' - 0" 12' - 0" 7' - 0" 12' - 0" 12' - 0" 7' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 8"31' - 6 7/8"10' - 5"10' - 5"10' - 5"7' - 5"10' - 5"10' - 5"7' - 3 7/8"11"7' - 5"7' - 5"7' - 5"7' - 5"7' - 5"10' - 5"FIRST FLOOR100' -0"PQT.O. PRECAST .121' -0"9' - 5"9' - 5"21' - 11"11"FIRST FLOOR100' -0"T.O. LOW WALL116' -6"BEKMCDLL.63' - 6" 12' - 0" 12' - 0" 12' - 0" 9' - 4" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 141' - 4 1/2" 5' - 3 1/2" 10' - 6"12' - 0" 12' - 0" 8' - 0" 12' - 4" 12' - 0" 10' - 11 1/2"18' - 3"11"10"8' - 3"2' - 1 5/8"6' - 4"10 3/8" 3' - 6 1/4"6' - 4"2' - 1 3/4"6' - 6" 4' - 0" 8' - 0" 4' - 0"12' - 11"8' - 3"5' - 2"3' - 10"3' - 0"8' - 3"6"8' - 6" 3' - 4"L.4L.8L.7Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/16" = 1'-0"ELEVATIONS -PRECASTPANELSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.610/13/2023220025.00C2023-151/16" = 1'-0"1NORTH INTERIOR PRECAST -MULTI-PURPOSE AREA1/16" = 1'-0"2NORTH INTERIOR PRECAST -MERCYHEALTH ARENA1/16" = 1'-0"3EAST PRECAST -METER/RISER AND ELEC1/16" = 1'-0"4EAST PRECAST -ELEC1/16" = 1'-0"6N/A1/16" = 1'-0"5EAST PRECAST -MALL CONNECTION1/16" = 1'-0"7SOUTH PRECAST -METER/RISER AND ELEC1/16" = 1'-0"8SOUTH PRECAST -MULTI-USE CONVENTION SPACE1/16" = 1'-0"9WEST PRECAST -METER/RISER AND ELEC1/16" = 1'-0"10EAST PRECAST -SERVICE AREA10/04/2023BID DOCUMENT SET
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7 FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST -132' -4"4 A5.03 A5.0AEFHP A6.03 A6.04 A6.05117' - 4" 10" 109' - 10"2 A5.1F.3G.8MEZZANINEFLOOR LEVEL112' -6"80" DEEP RF FRAMING60" DEEP RF FRAMING/4'-9" SLOPE96" DEEP RF FRAMING/3'-4" SLOPEDECK BRG28' - 5 1/2"32' - 4"11"386' - 0"79' - 0" 79' - 0"DECK BRG34' - 7"54' - 6"54' - 6"21' - 9 1/4"55555555B32 SCOPE OF WORKB32 SCOPE OF WORKCLEAR TO B.O. STRUCT.23' - 0 9/16"9' - 7 7/8"6' - 2"3' - 10"CLEAER TO B.O. STRUCT.27' - 1" A5.629090CLEAR TO B.O. STRUCT.24' - 11 1/4"FIRST FLOOR100' -0"T.O. PARAPET123' -4"1 A5.14 A5.0FPCDN A6.012 A5.1 A6.02 A6.01F.3F.9GG.8 A6.02OPPT.O. PRECAST .121' -0"OPP28' - 0" 24' - 5" 12' - 0" 44' - 4" 26' - 10" 16' - 7 1/2" 10 1/4"2' - 6"320' - 3"L.8L.760' - 7"104' - 1 1/4"34' - 6"FIRST FLOOR100' -0"T.O. PRECAST -132' -4"2 A5.01234 A6.13 A6.14 A6.12T.O. PRECAST .121' -0"20' - 3 1/2" 28' - 0" 188' - 4"236' - 7 1/2"17' - 4"FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"2 A5.01 A5.01234587 A6.21 A6.235.87.29 A6.22CLEAR14' - 8"55B32 SCOPE OF WORK20' - 3 1/2" 28' - 0" 188' - 4" 30' - 8" 26' - 6" 8' - 0" 2' - 11" 12' - 11" 11' - 4 1/2"5510' - 0"329' - 0"C6C6C6C6SECTION PLAN LEGENDPLEXI ON ICE RINK WALL- B32 B32 SCOPE OF WORKNE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedBUILDING SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.010/13/2023220025.00C2023-151/16" = 1'-0"2BUILDING SECTION THROUGH MULTI-USE CONVENTION SPACE/MULT-PURPOSE AREA & MERCYHEALTH ARENA -EAST1/16" = 1'-0"1BUILDING SECTION THROUGH LOBBIES -SOUTH1/16" = 1'-0"3BUILDING SECTION THROUGH MULTIUSE CONVENTION SPACE -SOUTH1/16" = 1'-0"4BUILDING SECTION THROUGH MULTIPURPOSE AREA -SOUTHKEYNOTES PER SHEET#55 THICKENED CONCRETE SLAB AT ICE RINK EDGE. SEE DETAIL11/A7.290 STADIA SEATING BY PRECASTC6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALLHOOP LOCATION. HOOP TO SWING BACKWARDS IN BETWEENJOISTS AND MAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALLCOURT LINES. FALLS IN THE SCOPE OF FF&E10/04/2023BID DOCUMENT SET
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
nic Cop
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
nic Cop
y
r
i
g
h
t
2
0
0
7 FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PRECAST136' -0"2 A5.01 A5.01235875.87.2 A6.31 A6.32 A6.33 A6.32SIMOPPMEZZANINEFLOOR LEVEL112' -6"T.O. PRECAST .121' -0"20' - 3 1/2" 28' - 0" 219' - 0" 26' - 6"8' - 0"2' - 11" 12' - 11"317' - 7 1/2"C9FIRST FLOOR100' -0"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST136' -0"2 A5.01 A5.01235875.87.29 A6.34SIMOPP A6.32 A6.35MEZZANINEFLOOR LEVEL112' -6"T.O. PRECAST .121' -0"20' - 3 1/2" 28' - 0" 219' - 0" 26' - 6" 8' - 0"2' - 11"12' - 11" 11' - 4 1/2"329' - 0"55B32 SCOPE OF WORK A6.42SIM A6.15 A5.65SECTION PLAN LEGENDPLEXI ON ICE RINK WALL- B32 B32 SCOPE OF WORKNE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedBUILDING SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.110/13/2023220025.00C2023-151/16" = 1'-0"1BUILDING SECTION THROUGH MERCY HEALTH ARENA SUPPORT SPACES -SOUTH1/16" = 1'-0"2BUILDING SECTION THROUGH MERCY HEALTH ARENA -SOUTHKEYNOTES PER SHEET#55 THICKENED CONCRETE SLAB AT ICE RINK EDGE. SEE DETAIL11/A7.2C9 JOIST MOUNTED RADIANT HEATING SYSTEM10/04/2023BID DOCUMENT SET
NE SESWNWBUILDING DIAGRAMNOT TO SCALEFIRST FLOOR100' -0"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"2 A5.0345T.O. PRECAST .121' -0"439293929318' - 3" 34' - 0" 21' - 10" 40' - 2" 21' - 10" 52' - 3" 23' - 8" 7' - 0 1/8"11' - 11"1"1' - 6"A.F.F13' - 6"942 A5.53 A5.595188' - 4" 30' - 8" A7.51295954311' - 10"11' - 11"13' - 6"959593959512' - 0"10' - 0"11' - 10"11' - 11"6' - 0"9' - 0"1' - 4"1' - 4"CEILING CLOUD WITH DECORATIVE WOOD LOOK METAL 16" TRIM - TYP. WOOD LOOK CEILING CLOUDS1' - 4"A243 A6.23OPP1' - 4"<CLG 01>1' - 0"5' - 4"3' - 8"COILING DOOR POCKETFIRST FLOOR100' -0"EFLOBBY / LINK155MULTI-USECONVENTIONSPACE1569312' - 6"459892FIRST FLOOR100' -0"EFDLOBBY / LINK155MULTI-USECONVENTIONSPACE156A.F.F11' - 11"95A.F.F9' - 6"11' - 11" 12' - 6"10' - 0"5' - 0"5' - 0"10' - 0"SPONSORVERIFY IN FEILD11' - 4"7' - 0"10' - 0"FIRST FLOOR100' -0"MEZZANINEFLOOR LEVEL112' -6"SPONSOR10' - 0"7' - 0"VERIFY IN FEILD11' - 4"VERIFY IN FEILD11' - 0"2' - 0"4' - 0"8' - 0"SPONSORSPONSORConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.510/13/2023220025.00C2023-15KEYNOTES PER SHEET#43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND10/A9.145 PERMANENT SPORT COURT WALL PADDING- MOUNTED 1' - 0" AFF6' - 0" TALL PADS. PADS LOCATED ON A CORNER SHOULD BEMOUNTED ALIGNED WITH FINISH FLOOR AND UP 7' - 0" AFF92 WOOD LOOK CEILING 8'X2'93 COMPOUND CEILING ACT 2X2 ON MTL. STUD94 ROOF STEEL TRUSS - INSULATION ON 3" METAL DECK - EPDM95 COMPOUND CEILING GWB ON MTL. STUD98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILLJOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATEACOUSTIC BARRIER WHEN PARTITION WALL IS IN USE.<CLG 01> SUSPENDED ACT SYSTEM1/8" = 1'-0"1ROOM 155 -LOBBY / LINK INTERIOR SECTION1/8" = 1'-0"4ROOM 101 - MAIN LOBBY -NORTH1/8" = 1'-0"3ROOM 155 -LOBBY / LINK SECTION 11/8" = 1'-0"2ROOM 155 -LOBBY / LINK SECTION 21/8" = 1'-0"5MERCYHEALTH ARENA 11/8" = 1'-0"6MERCYHEALTH ARENA 21/8" = 1'-0"7MULTI PURPOSE AREA 11/8" = 1'-0"8MULTI PURPOSE AREA 21/8" = 1'-0"9MULTI USE CONVENTION SPACE10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PRECAST136' -0"5MEZZANINEFLOOR LEVEL112' -6"T.O. PRECAST .121' -0"8"1 1/2"6 1/2"55110FIRST FLOOR100' -0"T.O. PRECAST136' -0"3MEZZANINEFLOOR LEVEL112' -6"8' - 10" 8"1 1/2"8' - 11 1/2"6 1/2"SCOREBOARD TO BE MOUNTED TO MEZZ5510880FIRST FLOOR100' -0"PMEZZANINEFLOOR LEVEL112' -6"2' - 9 1/2"2' - 9"2' - 9"2' - 9"2' - 9"2' - 9" 19' - 4"1" GAPC910311255C9 A7.31 A7.66FIRST FLOOR100' -0"HJKMEZZANINEFLOOR LEVEL112' -6"1" GAP2' - 9 1/2"2' - 9"2' - 9"2' - 9"24' - 10"C955103 A7.31 A7.030HJK2' - 9"2' - 9"2' - 9"2' - 9"19' - 4"55C9 A7.31 A7.030PV ARRAY BY ALLIANT ENERGYT.O. PRECAST136' -0"P A8.952' - 9"2' - 9" 19' - 4"2' - 9"2' - 9" A6.11C955 A7.31Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"MAIN RINK SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.610/13/2023220025.00C2023-151/4" = 1'-0"5MERCYHEALTH ARENA SECTION WEST1/4" = 1'-0"4MERCYHEALTH ARENA SECTION EAST1/4" = 1'-0"1MERCYHEALTH ARENA SECTION SOUTH 11/4" = 1'-0"6MERCYHEALTH ARENA NORTH 21/4" = 1'-0"3MERCYHEALTH ARENA SECTION NORTH 11/4" = 1'-0"2MERCYHEALTH ARENA SECTION SOUTH 2KEYNOTES PER SHEET#55 THICKENED CONCRETE SLAB AT ICE RINK EDGE. SEE DETAIL 11/A7.280 BUMPERS PROVIDED BY YOUTH HOCKEY103 SPORTS EQUIPMENT HOOK 66" AFF108 GUARDRAIL @ CONCOURSE SCOREBOARD - SEE DETAIL 2/A7.6110 STANDING DRINK RAIL - SEE DETAIL 6/A7.6112 DRINK RAIL @ ADA SEATING - SEE DETAIL 7/A7.6C9 JOIST MOUNTED RADIANT HEATING SYSTEMDASHER BOAD BEYOND10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PRECAST136' -0"HMEZZANINEFLOOR LEVEL112' -6"5' - 10"5' - 0"7 1/2"1"11' - 11 1/2"55116FIRST FLOOR100' -0"T.O. PRECAST136' -0"56 1/2"8' - 11 1/2"8"8' - 10"1 1/2"55FIRST FLOOR100' -0"31 1/2"8"8' - 10"6 1/2"8' - 11 1/2"5545H7 1/2"1"11' - 11 1/2"55116FIRST FLOOR100' -0"F8 1/2"2"1 1/2"12' - 0 1/2"6' - 4 1/2"RAILING OR STAIRS BEYONDBLEACHER DRAWINGS BY MANUFACTURERSREMOVABLE GUARD RAIL55C9116FIRST FLOOR100' -0"F7' - 0 1/2"8 1/2"2"12' - 0 1/2" GAP1 1/2"RAILING OR STAIRS BEYONDBLEACHER DRAWINGS BY MANUFACTURERS55REMOVABLE GUARD RAILC9116Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"MULTIPURPOSE AREARINK SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.710/13/2023220025.00C2023-151/4" = 1'-0"5MULTIPURPOSE AREA -BENCH SECTION1/4" = 1'-0"4MULTIPURPOSE AREA -RINK SECTION EAST1/4" = 1'-0"2MULTIPURPOSE AREA -RINK SECTION WEST1/4" = 1'-0"1MULTIPURPOSE AREA -RINK SECTION SOUTH1/4" = 1'-0"6MULTIPURPOSE AREA -RINK AND FIXED BLEACHER SEATING 21/4" = 1'-0"3MULTIPURPOSE AREA -RINK AND FIXED BLEACHER SEATING 1KEYNOTES PER SHEET#45 PERMANENT SPORT COURT WALL PADDING- MOUNTED 1' - 0" AFF 6' - 0" TALL PADS. PADSLOCATED ON A CORNER SHOULD BE MOUNTED ALIGNED WITH FINISH FLOOR AND UP 7' - 0" AFF55 THICKENED CONCRETE SLAB AT ICE RINK EDGE. SEE DETAIL 11/A7.2116 ROOF MOUNTED PHOTOVOLTAIC ARRAY BY OTHERSC9 JOIST MOUNTED RADIANT HEATING SYSTEM10/04/2023BID DOCUMENT SET
CDECK BRG119'-4"TOP OF STUD121'-0"FIRST FLOOR100'-0"10' - 8"10' - 4"WINDOW SILL101'-8"WINDOW HEAD110'-4"1' - 8"9' - 0"8' - 8"1' - 8"21' - 0"8" A7.01016 A7.0 A7.022<COPING 03><EXT WALL 01><WINDOW 01><GRADE 01><FLOOR 01><INSUL 02><FND 01><EXT WALL 05><CLG 01><MEMBRN RF 01><WTRPRFG 02>STUD FACE6 1/4" A7.02FFIRST FLOOR100'-0"DECK BRG130'-11 1/16"+/-DECK BRG130'-10 13/16"+/-TOP OF PRECAST BEYOND136'-0"<MEMBRN RF 06><EXT WALL 03><FLOOR 01><INSUL 03><FTG 01>30' - 10 7/8" ±11"<CLG 02>BLEACHER DRAWINGS BY MANUFACTURER<PCKT 01><CLG 03>F.3FIRST FLOOR100'-0"DECK BRG119'-4"TOP OF STUD134'-6"DECK BRG126'-4"<EXT WALL 02> A7.023<COPING 01><MEMBRN RF 02> A7.024 A7.023SIMOPP8' - 2"7' - 0"19' - 4"PROVIDE 6" STEEL STUD IN EACH STUD SPACE TO SPRAY FOAM INSULATION AGAINST -THICKNESS TO MATCH PERIMETER ROOF INSULATION ABOVE ROOF DECK<MEMBRN RF 02>STUD FACE7 1/4"<EXT WALL 09>34' - 6"<CLG 02>AFIRST FLOOR100'-0"TOP OF PRECAST132'-4"DECK BRG128'-5 1/2"<EXT WALL 03><MEMBRN RF 06><FLOOR 01><SIDEWALK><INSUL 02><FND 01><EXT WALL 05>32' - 4"11"<INSUL 03>3' - 10 1/2"28' - 5 1/2"<COPING 01><PCKT 01><DOOR 05>21' - 1 1/2"7' - 4" A7.130HFIRST FLOOR100'-0"DECK BRG134'-7"TOP OF PRECAST135'-2"MEZZANINE112'-6"DECK BRG133'-2 1/2"TOP OF PRECAST BEYOND136'-0"<MEMBRN RF 06><EXT WALL 03><MEMBRN RF 06>22' - 8"12' - 6"35' - 2"11"<INSUL 03><FLOOR 01><EXT WALL 05> A7.030<PCKT 01><PCKT 01><FLOOR 02><FND 01>Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/2" = 1'-0"WALL SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A6.010/13/2023220025.00C2023-151/2" = 1'-0"1ASHLAR MASONRY WITH STUD BACKUP1/2" = 1'-0"4INSULATED PRECAST WALL PANEL1/2" = 1'-0"2METAL PANEL WALL SYSTEM HVAC SCREEN WALL1/2" = 1'-0"3INSULATED PRECAST WALL PANEL1/2" = 1'-0"5INTERIOR PRECAST WALL PANELKEYNOTES PER SHEET#<CLG 01> SUSPENDED ACT SYSTEM<CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM<CLG 03> 5/8" GYPSUM BOARD & 3 5/8" METAL STUD FRAMING @ 1'-4" O.C.<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELLPOLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PERMANUFACTURER'S RECOMMENDATIONS<DOOR 05> PREFINISHED, INSULATED ALUMINUM DOOR & FRAME (FRP)<EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELLPOLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C.VERICALLY & 5/8" GYPSUM BOARD<EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYEDCLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIORGYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONALFURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FLOOR 02> CONCRETE FLOOR SYSTEMKEYNOTES PER SHEET#<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<FTG 01> CONCRETE FOOTING<GRADE 01> FINISH GRADE<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<INSUL 03> 1/2" EXPANSION FELT<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACHPER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEALAGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATIONAT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'SREQUIREMENTS), PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPORRETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPEREDINSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACHPER MANUFACTURER'S RECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICALSURFACE), 1/2" THERMAL BARRIER, SLOPED ACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THETAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<PCKT 01> 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION AT EXTERIOR EDGE OF JOIST POCKET, BACK-PATCH FLUSH TO INSIDE FACE OF PRECAST<SIDEWALK> CONCRETE SIDEWALK<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL10/04/2023BID DOCUMENT SET
2FIRST FLOOR100'-0"TOP OF PRECAST117'-4"PRECAST BRG114'-8"14' - 8"2' - 8"11"17' - 4"<COPING 03><EXT WALL 05><FLOOR 01><INSUL 01><INSUL 02><FND 01><GRADE 01><CLG 01><EXT WALL 03><MEMBRN RF 01> A7.1103FIRST FLOOR100'-0"TOP OF PRECAST132'-4"DECK BRGVARIES A7.028<MEMBRN RF 06> A7.029<MEMBRN RF 01><CLG 01>11"32' - 4"<FLOOR 01><INSUL 03><FTG 01><COPING 01>14' - 8"VARIESVARIES<EXT WALL 05>PRECAST BRG114'-8"<FLOOR 01><EXT WALL 03>4FIRST FLOOR100'-0"DECK BRGVARIESTOP OF PRECAST132'-4" A7.028OPP<COPING 01><EXT WALL 05><MEMBRN RF 06><EXT WALL 03><GRADE 01><FND 01><FLOOR 01><INSUL 01><INSUL 02>11"32' - 4"VARIESVARIESPFIRST FLOOR100'-0"MEZZANINE112'-6"TOP OF PRECAST136'-0"DECK BRG131'-3"4' - 9"18' - 9"12' - 6" A7.028OPP36' - 0"11"<MEMBRN RF 06><EXT WALL 05><COPING 01><GRADE 01><EXT WALL 03><FND 01><INSUL 01><FLOOR 01><INSUL 02><PCKT 01><FLOOR 02>12FIRST FLOOR100'-0"WINDOW HEAD116'-4"WINDOW SILL101'-8"DECK BRG126'-0"TOP OF STUD128'-0" A7.022OPP11' - 8"14' - 8"1' - 8"9' - 8"2' - 0" A7.03 A7.0916 A7.0OPP15 A7.0<GRADE 01><FND 01><FLOOR 01><INSUL 02><COPING 03><MEMBRN RF 01><WINDOW 03><EXT WALL 02><WINDOW 03><WTRPRFG 02>STUD FACE7"8"28' - 0"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/2" = 1'-0"WALL SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A6.110/13/2023220025.00C2023-151/2" = 1'-0"2INSULATED PRECAST WALL PANEL AT BACK OF HOUSE1/2" = 1'-0"3INSULATED PRECAST WALL PANEL1/2" = 1'-0"4INSULATED PRECAST WALL PANELKEYNOTES PER SHEET#<CLG 01> SUSPENDED ACT SYSTEM<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELLPOLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PERMANUFACTURER'S RECOMMENDATIONS<EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYEDCLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FLOOR 02> CONCRETE FLOOR SYSTEM<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<FTG 01> CONCRETE FOOTING<GRADE 01> FINISH GRADE<INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<INSUL 03> 1/2" EXPANSION FELT<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACHPER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEALAGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATIONAT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACHPER MANUFACTURER'S RECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICALSURFACE), 1/2" THERMAL BARRIER, SLOPED ACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THETAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<PCKT 01> 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION AT EXTERIOR EDGE OF JOIST POCKET, BACK-PATCH FLUSH TO INSIDE FACE OF PRECAST<WINDOW 03> THERMALLY BROKEN PREFINISHED ALUMINUM CURTAINWALL FRAMING SYSTEM WITH 1" INSULATED GLASS<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL1/2" = 1'-0"1INSULATED PRECAST WALL PANEL AT LOW END OF ROOF SLOPE1/2" = 1'-0"5WINDOW IN VERTICAL ALUM PANEL/MASONRY CLAD WALL10/04/2023BID DOCUMENT SET
3FIRST FLOOR100'-0"DECK BRG114'-8"TOP OF PRECAST136'-0"DECK BRGVARIES11"36' - 0" A7.028<COPING 01><EXT WALL 03>VARIESVARIES14' - 8"<EXT WALL 05><MEMBRN RF 06><MEMBRN RF 01> A7.029<FLOOR 01><INSUL 03><PCKT 01>5FIRST FLOOR100'-0"TOP OF PRECAST136'-0"DECK BRGVARIESDECK BRG125'-4"3' - 0"4' - 2"18' - 2"VARIESVARIESBL SILL103'-0"BL HEAD107'-2" A7.028OPP<COPING 01><MEMBRN RF 05><MEMBRN RF 03><EXT WALL 03>11"36' - 0"<INSUL 03><FLOOR 01><FTG 01><WINDOW 02><EXT WALL 05> A7.029OPP<PCKT 01> A7.02626 A7.0SIM A7.026SIM89FIRST FLOOR100'-0"TOP OF STUD134'-6"SOFFIT /WINDOW HEAD116'-4"DECK BRG125'-4"CANOPY/WINDOW HEAD110'-2"TOP OF STUD112'-5"<COPING 01> A7.027<COPING 02><MEMBRN RF 04><SOFFIT 01> A7.07 A7.013 A7.113<CONC STOOP><SIDEWALK><INSUL 02><WINDOW 01><WINDOW 01><DOOR 04><DOOR 04><FLOOR 01> A7.02312' - 11" 4"DECK BRG111'-5"6' - 3"STUD FACE6"1' - 0"1' - 3"9' - 2"9' - 0"3' - 11"2' - 3"FASCIA SYSTEM FRAMING TO OVERLAP VERTICAL WALL SYSTEM 8"+/- THEN RETURN TO WALLSTUD FACE8"4 A6.21 A6.4<EXT WALL 07><MEMBRN RF 02>BACKLIT SIGN18' - 2"16' - 4"12' - 11"<EXT WALL 04>18' - 9"<CLG 02>16 A7.0 A7.019<INSUL 04>(TYP)STUD FACE6"SIMOPP15 A7.0SIM<BOX HDR 02>5/8" GYPSUM BOARD, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD A7.1934' - 6"<INSUL 05>14 A7.1 A10.218<FND 01>F.9FIRST FLOOR100'-0"DECK BRG125'-4"TOP OF STUD134'-6"34' - 6"8"9' - 2"19' - 4"6' - 0"TOP OF MASONRY106'-0" A7.025<COPING 01> A7.022SIMOPP<EXT WALL 01><FND 01><EXT WALL 06><MEMBRN RF 02> A7.023SIMOPP<INSUL 02><GRADE 01>PROVIDE 6" STEEL STUD IN EACH STUD SPACE TO SPRAY FOAM INSULATION AGAINST -THICKNESS TO MATCH PERIMETER ROOF INSULATION ABOVE ROOF DECK A7.024OPP<CLG 02><WTRPRFG 02><EXT WALL 09>Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/2" = 1'-0"WALL SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A6.210/13/2023220025.00C2023-151/2" = 1'-0"1INSULATED PRECAST WALL PANEL1/2" = 1'-0"2INSULATED PRECAST WALL PANEL1/2" = 1'-0"3VESTIBULE 100 SECTIONKEYNOTES PER SHEET#<BOX HDR 02> BOX HEADER<CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM<CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAMINSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS<DOOR 04> PREFINISHED ALUMINUM MEDIUM STYLE DOOR WITH 1" INSULATED FULL GLASS<EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION(R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C. VERICALLY & 5/8" GYPSUM BOARD<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TO FIT THROUGH - FASTENER TYPEEQUALLY SPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIR BARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6" STEEL STUDFRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSH PREFINISHED ALUMINUM PANEL SYSTEM<EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<EXT WALL 06> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" EXTERIOR GRADE HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MIGHT BE REQUIRED, COORDINATE W/PANEL MANUFACTURER), AIRBARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C., 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARDSHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., & 5/8" GYPSUM BOARD<EXT WALL 07> 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, 5/8"EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C.5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIRBARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<FTG 01> CONCRETE FOOTING<GRADE 01> FINISH GRADE<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<INSUL 03> 1/2" EXPANSION FELT<INSUL 04> SPRAY 1" THICK MINIMUM CLOSED-CELL POLYURETHANE FOAM INSULATION ON 1'-6" EXTERIOR/INTERIOR LENGTH OF THE WIDE FLANGE STEEL BEAM, PROVIDE PERIMETER 1/2" SOFT JOINT (SEALANTW/BACKER ROD) AROUND THE INTERIOR/EXTERIOR STEEL FRAMING PENETRATIONS - TYPICALKEYNOTES PER SHEET#<INSUL 05> FILL INTERIOR SIDE OF DECK FLUTES FULL FOR PARTITION WIDTH & LENGTH OF EXTERIOR PARTITION WALL W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<JOINT 02 TYP.><MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE& STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHEDALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK& STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 03> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), 1/2" POLYISOCYANURATE COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINSTVERTICAL SURFACE) & SLOPED ROOF DECK (1/4" PER FOOT) & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETEROF ROOF DRAIN LOCATIONS<MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE)& ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACHPER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING<MEMBRN RF 05> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE),ROOF DECK & STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR, SEAL ATTACHMENT (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS) & PROVIDECONTINUOUS SEALANT BEAD AT THE TOP OF THE TERMINATION BAR - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAINLOCATIONS<MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), 1/2" THERMAL BARRIER, SLOPEDACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<PCKT 01> 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION AT EXTERIOR EDGE OF JOIST POCKET, BACK-PATCH FLUSH TO INSIDE FACE OF PRECAST<SIDEWALK> CONCRETE SIDEWALK<SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OF SUPPORTFRAMING W/PANEL MANUFACTURER<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WINDOW 02> BORROWED LITE, 1/4" GLASS SET INTO HOLLOW METAL FRAME<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL1/2" = 1'-0"4VESTIBULE 100 INSULATED WALL SYSTEM10/04/2023BID DOCUMENT SET
1EXISTING NEW ADDITION14' - 8"<ROOF 01><EXT WALL 03><FLOOR 01><FND 01>1' - 7"1' - 8"EXISTING FOUNDATION SYSTEM. VERIFY IN FIELD EXACT CONDITIONS AND SIZES.DOWEL NEW FOUNDATION INTO EXISTING. SEE STRUCTURAL.PRECAST BRG114'-8"FIRST FLOOR100'-0" A7.14<EXT WALL 03>D5b2"2"2 5/8" 10" 4"TOP OF PRECAST126'-8"1' - 0"25' - 0"1' - 8"2" A7.029<EXIST 01><EXIST 01>3FIRST FLOOR100'-0"TOP OF PRECAST136'-0"MEZZANINE112'-6"DECK BRGVARIES A7.028PRECAST BRG114'-8"<COPING 01><MEMBRN RF 06><MEMBRN RF 02> A7.0294' - 0"36' - 0"VARIESVARIES2' - 2"12' - 6"1' - 0"<FLOOR 01><FLOOR 02><PCKT 01><EXT WALL 03>ICE PIT SLAB96'-0"<INSUL 03><FND 01>SEALANT W/BACKER RODCONFIRM ICE PIT FINISH W/ICE RINK CONSULTANTCOVERED DUMPSTER AREA8FIRST FLOOR100'-0"TOP OF STUD123'-4"WINDOW SILL101'-8"WINDOW HEAD116'-4"DECK BRG119'-4"<COPING 01><EXT WALL 01><WINDOW 01><GRADE 01><FLOOR 01><INSUL 02>2' - 4"14' - 8"3' - 0"4' - 0"24' - 0"TOP OF GIRT110'-6" A7.04OPPOPP A7.010 A7.022OPP16 A7.0OPP<EXT WALL 05>GRID LINE & DECK DIRECTION ARE DIFFERENT AT SIM CONDITION<MEMBRN RF 01><GIRT 01> A7.49<WTRPRFG 02><FND 01>STUD FACE8"2FIRST FLOOR100'-0"TOP OF PRECAST117'-4"PRECAST BRG114'-8"2' - 8"7' - 4"7' - 3 7/8"<MEMBRN RF 02><COPING 01><EXT WALL 03><FLOOR 01>17' - 4" A7.028<INSUL 02><FND 01><THRSHLD><CONC STOOP><INSUL 03><DOOR 05> A10.218 A10.25 A10.245FIRST FLOOR100'-0"MEZZANINE112'-6"TOP OF PRECAST136'-0"DECK BRG119'-4"DECK BRGVARIES A7.028OPP A7.029OPPVARIESVARIES6' - 10"12' - 6"36' - 0"<COPING 01><MEMBRN RF 06><EXT WALL 03><MEMBRN RF 02><FLOOR 02>Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/2" = 1'-0"WALL SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A6.310/13/2023220025.00C2023-151/2" = 1'-0"1NEW MASONRY WALL AT EXISTING WALL SYSTEM1/2" = 1'-0"2INSULATED PRECAST WALL PANEL1/2" = 1'-0"3STOREFRONT WINDOW SYSTEM1/2" = 1'-0"4DOOR SYSTEM IN PRECAST PANEL1/2" = 1'-0"5INSULATED PRECAST WALL PANEL AT LOW ROOFKEYNOTES PER SHEET#<CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAMINSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<DOOR 05> PREFINISHED, INSULATED ALUMINUM DOOR & FRAME (FRP)<EXIST 01> EXISTING CONSTRUCTION TO REMAIN. VERIFY IN FIELD THE EXACT CONDITIONS, HEIGHTS, DIMENSIONS AND MAKE UP OF CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR REPAIR & REPLACEMENTOF EXISTING MALL ROOFING TO MATCH EXISTING CONDITIONS AFTER DEMO AND NEW SCOPE OF WORK IS COMPLETED<EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAMINSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C. VERICALLY & 5/8" GYPSUM BOARD<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FLOOR 02> CONCRETE FLOOR SYSTEM<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<GIRT 01> TUBE STEEL GIRT (PAINT)<GRADE 01> FINISH GRADE<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTINGKEYNOTES PER SHEET#<INSUL 03> 1/2" EXPANSION FELT<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK,ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHEDALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOFDECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), 1/2" THERMAL BARRIER, SLOPEDACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<PCKT 01> 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION AT EXTERIOR EDGE OF JOIST POCKET, BACK-PATCH FLUSH TO INSIDE FACE OF PRECAST<ROOF 01> FULLY ADHERED ROOF MEMBRANE SYSTEM, TAPERED RIGID POLYISOCYANURATE INSULATION, PRECAST CONCRETE PLANK. SEE STRUCTURAL AND ROOF PLAN.<THRSHLD> ALUMINUM THRESHOLD SET ONTO SEALANT BED<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL10/04/2023BID DOCUMENT SET
M.4FIRST FLOOR100'-0"TOP OF STUD128'-0"DECK BRG126'-0"WINDOW HEAD/SOFFIT116'-4"WINDOW HEAD/SOFFIT110'-2"TOP OF STUD111'-10"DECK BRG111'-1"4 A6.48"4"9"11"28' - 0"11' - 8"6' - 2"10' - 2"2' - 0"9' - 8"4' - 6"1' - 8"4' - 2"6' - 0"M.37' - 9 1/8"STUD FACE9' - 2 7/8"STUD FACE7 1/8"STUD FACE3' - 0"BACKLIT SIGN<EXT WALL 04> A7.07 A7.013SIM15 A7.0 A7.027 A7.113 A7.19SIM16 A7.0SIMSIMOPP<MEMBRN RF 01><EXT WALL 07>5/8" GYPSUM BOARD, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<WINDOW 01><DOOR 04><FLOOR 01><FND 01><INSUL 02><SOFFIT 01><WINDOW 01><COPING 02><MEMBRN RF 04><SOFFIT 01><DOOR 04><CONC STOOP><SIDEWALK><INSUL 05> A7.218<CLIP ANGLE> A10.218LFIRST FLOOR100'-0"TOP OF STUD128'-0"DECK BRG119'-4"DECK BRG126'-0"6' - 8"19' - 4"<MEMBRN RF 01> A7.03OPP<COPING 03><MEMBRN RF 02><FLOOR 01><EXT WALL 02> A7.023STUD FACE9 1/4"<CLIP ANGLE>77.2FIRST FLOOR100'-0"TOP OF STUD128'-0"DECK BRG119'-4"DECK BRG126'-0" A7.024WINDOW HEAD/SOFFIT110'-2"DECK BRG111'-1"28' - 0"<EXT WALL 12><EXT WALL 13><SIDEWALK><FND 01><WTRPRFG 02><COPING 01><MEMBRN RF 02>SIM<FLOOR 01><INSUL 01><INSUL 02> A7.022SIMSTUD FACE1' - 2"STUS FACE7"6" STEEL STUD FRAMING @ 1'-4" O.C. A7.0236' - 0"5' - 2"1' - 0"4' - 2"3' - 0"8' - 8" A7.023<FASCIA 02><SOFFIT 01> A7.123SIMM6<CLG 01>F.9FIRST FLOOR100'-0"TOP OF STUD134'-6"DECK BRG125'-4" A7.023SIM<COPING 01>CANOPY110'-2"CONCRETE BRICK106'-0"<MEMBRN RF 02> A7.024OPP<EXT WALL 09>9' - 2"9' - 0 5/8"10' - 3 3/8"28' - 6"6' - 0"34' - 6"8"<CONC STOOP><GRADE 01> A7.025SIM<FND 01><WTRPRFG 02> A7.116<EXT WALL 11>DECK BRG111'-5" A7.023<FASCIA 02><SOFFIT 01><INSUL 02><CLIP ANGLE>77.2FIRST FLOOR100'-0"TOP OF STUD128'-0"DECK BRG119'-4"DECK BRG126'-0" A7.023OPP A7.03<MEMBRN RF 01><COPING 03><MEMBRN RF 02><FLOOR 01>STUD FACE1' - 2"STUD FACE7 1/8"<EXT WALL 12><CLIP ANGLE>19' - 4"6' - 8"2' - 0"28' - 0"M6D6<FND 01><FLOOR 01><CLG 01>Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/2" = 1'-0"WALL SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A6.410/13/2023220025.00C2023-15KEYNOTES PER SHEET#<CLG 01> SUSPENDED ACT SYSTEM<CLIP ANGLE> COLD-FORMED SLOTTED STEEL CLIPS AT EACH STUD<CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYEDCLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'SRECOMMENDATIONS<COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PERMANUFACTURER'S RECOMMENDATIONS<DOOR 04> PREFINISHED ALUMINUM MEDIUM STYLE DOOR WITH 1" INSULATED FULL GLASS<EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYEDCLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TOFIT THROUGH - FASTENER TYPE EQUALLY SPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIRBARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSHPREFINISHED ALUMINUM PANEL SYSTEM<EXT WALL 07> 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8"EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4"O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM<EXT WALL 11> 4" CONC BRICK, 3 1/2" AIR SPACE, 5/8" EXTERIOR GYPSUM BOARD SHEATHING (LAP CONCRETE 1" MINIMUM), 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUMBOARD SHEATHING (EXTEND DOWN TO TOP OF GROUT), 1 1/2" AIR SPACE & 4" CONC BRICK<EXT WALL 12> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING),CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4"O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANELSYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM1/2" = 1'-0"3VESTIBULE 118 SECTION1/2" = 1'-0"2LOBBY 117 SECTION1/2" = 1'-0"4VESTIBULE 118 ACCENT WALL1/2" = 1'-0"1UNINSULATED WALL SYSTEM AT VESTIBULE 100KEYNOTES PER SHEET#<EXT WALL 13> 4" CONC BRICK, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARDSHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<FASCIA 02> PREFINISHED ALUMINUM PANEL SYSTEM J-CHANNEL BY PANEL MANUFACTURER<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<GRADE 01> FINISH GRADE<INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<INSUL 05> FILL INTERIOR SIDE OF DECK FLUTES FULL FOR PARTITION WIDTH & LENGTH OF EXTERIOR PARTITION WALL W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM -ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPORRETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THETAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'SREQUIREMENTS), PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION,VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THETAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER(SEAL AGAINST VERTICAL SURFACE) & ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUNDBLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACH PER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING<SIDEWALK> CONCRETE SIDEWALK<SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. -VERIFY SPACING OF SUPPORT FRAMING W/PANEL MANUFACTURER<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL1/2" = 1'-0"5WALL SYSTEM AT ROOF DECK STEP10/04/2023BID DOCUMENT SET
12 5/8" 10" 4"<EXIST 01><EXT WALL 03><FLOOR 01><FND 01><EXIST 01>TOP OF PRECAST123'-8"2"2"2"+- 9 1/4"22' - 0"1' - 8" A7.14 A7.029<EXT WALL 03>1<EXT WALL 03><EXIST 01><EXT WALL 03><FLOOR 01><FND 01>10' - 0" A7.08<ROOF 01>D5b<EXIST 01> A7.08SIM<EXIST 01>TOP OF PRECAST126'-8"2"2"2" A7.1425' - 0" A7.0292 5/8" 10" 4"1<EXT WALL 03><EXIST 01><EXT WALL 03><FLOOR 01><FND 01><ROOF 01>D5b<EXIST 01><EXIST 01>2"2"2"2 5/8" 10" 4"TOP OF PRECAST126'-8" A7.1425' - 0" A7.0292 5/8" 10" 4"1<EXT WALL 03><EXIST 01><EXT WALL 03><FLOOR 01><FND 01><ROOF 01>D5b<EXIST 01><EXIST 01>2"2"2"2 5/8" 10" 4"TOP OF PRECAST126'-8" A7.1425' - 0"1' - 8" A7.0291<EXT WALL 03><CLG 05><EXT WALL 03><FLOOR 01><FND 01><ROOF 02>D5b<EXIST 01><EXIST 01>FIRST FLOOR100'-0"DECK BRG115'-0"2"2"2"2 5/8" 10" 4"TOP OF PRECAST126'-8" A7.1425' - 0"1' - 8" A7.0297FIRST FLOOR100'-0"DECK BRG119'-4"TOP OF CMU121'-0"WINDOW SILL101'-8"WINDOW HEAD110'-4 3/8"11' - 3 5/8"10' - 4 3/8"2' - 4"8' - 11 5/8"8' - 8 3/8"1' - 8"21' - 8"8" A7.171 A7.1 A7.18 A7.12<COPING 01><MEMBRN RF 01><CLG 01><EXT WALL 14><WINDOW 01><FLOOR 01><INSUL 02><GRADE 01><WTRPRFG 02><FND 01><LINTEL 02>CMU FACE5 3/4"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/2" = 1'-0"WALL SECTIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A6.510/13/2023220025.00C2023-151/2" = 1'-0"5WALL SECTION 1 -NORTH EAST QUAD1/2" = 1'-0"4WALL SECTION 2 -NORTH EAST QUAD1/2" = 1'-0"3WALL SECTION 3 -NORTH EAST QUAD1/2" = 1'-0"2WALL SECTION 4 -NORTH EAST QUAD1/2" = 1'-0"1WALL SECTION 1 -SOUTH EAST QUADKEYNOTES PER SHEET#<CLG 01> SUSPENDED ACT SYSTEM<CLG 05> EXISTING SUSPENDED ACOUSTICAL PANEL / GYPSUM BOARD CEILING SYSTEM. VERIFY IN FIELD. REMOVE PORTIONS REQUIRED FOR NEW CONSTRUCTION. PATCH INTO NEW WALL.<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAMINSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<EXIST 01> EXISTING CONSTRUCTION TO REMAIN. VERIFY IN FIELD THE EXACT CONDITIONS, HEIGHTS, DIMENSIONS AND MAKE UP OF CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR REPAIR & REPLACEMENT OFEXISTING MALL ROOFING TO MATCH EXISTING CONDITIONS AFTER DEMO AND NEW SCOPE OF WORK IS COMPLETED<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 14> 4" CONC BRICK, 1 3/4" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM) & 8" CMU W/HORIZONTAL REINFORCING @ 1'-4" O.C. VERTICALLY<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<GRADE 01> FINISH GRADE<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<LINTEL 02> 8" MASONRY LINTEL<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK,ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<ROOF 01> FULLY ADHERED ROOF MEMBRANE SYSTEM, TAPERED RIGID POLYISOCYANURATE INSULATION, PRECAST CONCRETE PLANK. SEE STRUCTURAL AND ROOF PLAN.<ROOF 02> FULLY ADHERED ROOF MEMBRANE SYSTEM, TAPERED RIGID POLYISOCYANURATE INSULATION, STEEL JOIST AND DECK. SEE STRUCTURAL AND ROOF PLAN.<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL1/2" = 1'-0"6WINDOW SYSTEM IN MASONRY CAVITY WALL10/04/2023BID DOCUMENT SET
C<EXT WALL 05>1' - 2 3/4"STUD FACE6 1/4"<MEMBRN RF 02>6"1 1/2"4 1/2"<EXT WALL 01><COPING 01>DECK BRG119'-4"TOP OF STUD121'-0"3" CLOSED-CELL SPRAYED POLYURETHANE FOAM INSULATION<VNTLR 01>C1' - 2 3/4"STUD FACE6 1/4"MINIMUM8"<EXT WALL 01><BOX HDR 02><LINTEL 01><FLASH 01><WINDOW 01><SLNT 01><BLKG 02><CLG 01>3 1/8"WINDOW HEAD110'-4"<VNTLR 01><MTRNET 01>SURFACE MOUNTED SHADESC1' - 2 3/4"STUD FACE6 1/4"<EXT WALL 01>STONE SILL BELOW<BLKG 02>SOLID SURFACE STOOL BELOW<SLNT 03><WINDOW 01><SLNT 01><FLASH 04>1/2" 1/2"CFIRST FLOOR100'-0"WINDOW SILL101'-8"2' - 4"5/8"3"3 5/8"2' - 0 3/8"1"2"7 5/8"1 1/2"9 1/8"STUD FACE6 1/4"<STOOL 01>MINIMUM8"<VNTLR 01>1"8 1/8"<FLASH 06><ANGLE 03><FLASH 04><BLKG 02><EXT WALL 01>8"8"8 1/4" 6 1/2"<MTRNET 01><SILL SLR><SLNT 02><INSUL 01><FLOOR 01><FLASH 01><GRADE 01><WTRPRFG 02><GROUT 01><FND 01><INSUL 02>1' - 2 3/4"<SLNT 03><FLASH 13><SLNT 01><SILL 01>F.3TOP OF STUD134'-6"STUD FACE7 1/4"<COPING 01><EXT WALL 02><BLKG 07><BLKG 08><FLASH 10>6"1 1/2"4 1/2"F.3STUD FACE7 1/4"MINIMUM8"1' - 0"DECK BRG119'-4"4"<MEMBRN RF 02><EXT WALL 02><FLASH 12><PNLB 02>LAP AIR BARRIER OVER FLASHING LEG & SEALA5/8"2"10"1' - 0 5/8"6"1 1/2"4 1/2"<EXT WALL 05><COPING 01><EXT WALL 03>3<MEMBRN RF 02><EXT WALL 03><SLNT 02>REGLET<FLASH 03>MINIMUM1' - 0 7/8"4"HDECK BRG134'-7"DECK BRG133'-2 1/2"TOP OF PRECAST134'-7"TOP OF PRECAST BEYOND136'-0"2" ±<EXT WALL 03><MEMBRN RF 06><MEMBRN RF 06><EXT WALL 05>ADHERE ADDITIONAL MEBRANE FLASHING AROUND EDGE 4" IN EACH DIRECTIONWRAP CONTINUOUS VAPOR RETARDER AROUND PRECAST & SEAL AGAINST BLOCKING<CVR BRD><CVR BRD>4"<BLKG 04><FLASH 14>12TOP OF STUD128'-0"<MEMBRN RF 01>STUD FACE7"<FLASH 10><PNLB 01><EXT WALL 02><COPING 03>12WINDOW HEAD116'-4"STUD FACE7"<EXT WALL 02><FLASH 09><FLASH 04><WINDOW 03>MINIMUM8"<PNLB 02><BOX HDR 02><BLKG 02><SLNT 01><SLNT 03>122 1/8"STUD FACE7"<EXT WALL 02><BLKG 02><WINDOW 01><SLNT 01>SOLID SURFACE STOOL BELOW<PNLB 02><FLASH 04><SLNT 03><FLASH 11><SLNT 03>1 1/2"4 1/2"6"VARIESMIN4"MIN2"2" DRIP MINIMUMPROVIDE 4" HIGH MINIMUM X 24" WIDE MINIMUM -CONSTRUCT SCUPPER PER SMACNA RECOMMENDATIONS<CVR BRD><MEMBRN RF 06><COPING 01>(VARIES)DECK BRGVARIESTOP OF PRECAST<EXT WALL 03><THRML BR>WALL TYPES PER PLANEDGE OF EXPOSED P.C WALL PANEL AND FURRING BEYOND. V.I.F.2" WALL AND CEILING EXPANSION JOINT. 4 1/4" 2" 10"CONTINUOUS DOUBLE LAYER 3/4" P.T. PLYWOOD AND BLOCKING AS REQUIRED TO PITCH.3/4" P.T. PLYWOOD BACKER. WALL PANEL SYSTEM SIM. TO "EXT WALL 02"REFER TO STRUCTURAL FOR BENT PLATE, DECK AND FRAMING REQUIREMENTS.PREFINISHED METAL ROOF COPING WITH ALL WELDED CORNERS AND TRIM. FULLY ADHERED EPDM ROOFING SYSTEM W/ TAPERED INSULATION TO DRAIN & w/ RPS STRIP AT BASE / WALL TRANSITION. REFER TO ROOF PLAN FOR LOCATIONS AND THICKNESSES. 6"4"1' - 6 3/4" + -3 5/8" STEEL STUDS @ 16" O.C. 114 ' - 2"B/O CANOPY116 ' -5 3/8"B/O STUD115 ' - 1/2"B/O DECK10" INSULATED PRECAST CONCRETE WALL PANEL. SEE STRUCTURAL.2" CONTINUOUS COMPRESSIBLE EXPANSION JOINT. TIE INTO ROOF EXPANSION JOINT FOR A WATERTIGHT SEAL.2"10"4"EXISTING WALL CONSTRUCTION TO REMAIN. VERIFY IN FIELD EXACT CONSTRUCTION, MATERIALS, HEIGHTS LOCATIONS AND CONDITIONS. 10" INSULATED PRECAST CONCRETE WALL PANEL. SEE STRUCTURAL.2" CONTINUOUS COMPRESSIBLE EXPANSION JOINT. TIE INTO ROOF EXPANSION JOINT FOR A WATERTIGHT SEAL.EXISTING WALL CONSTRUCTION TO REMAIN. VERIFY IN FIELD EXACT CONSTRUCTION, MATERIALS, HEIGHTS LOCATIONS AND CONDITIONS. 2"10"4"NEW WALL TYPE PER PLAN AND SECTIONS.1' - 0"1' - 3"2' - 3"CANOPY/WINDOW HEAD110'-2"TOP OF STUD112'-5" (111'-10" AT SIM)DECK BRG111'-5" (111'-1" AT SIM)STUD FACE4"<COPING 02><BLKG 03><MEMBRN RF 04><FASCIA 02><FASCIA 01><FASCIA 03><SOFFIT 01><CLIP ANGLE>52 1/2"2"1"<WINDOW 02><STOOL 01><EXT WALL 03><SLNT 03>EACH SIDE9STUD FACE6" 3 1/8"CANOPY/WINDOW HEAD110'-2"<SLNT 01><BLKG 02><SOFFIT 01><WINDOW 01><FASCIA 02><BLKG 02><BOX HDR 02>3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<FLASH 04><BKMTL 01><SLNT 03><CLG 02>SOFFIT116'-4"<FASCIA 02><SOFFIT 01><BOX HDR 02><EXT WALL 04>2"STUD FACE6"2" HOLLOW FASTENER SPACERWRAP AIR BARRIER AROUND FRAMING & SEALRETURN ALUMINUM PANEL AROUND PLYWOOD EDGE, ATTACH TO PLYWOOD OR STUDTOP OF STUD134'-6"STUD FACE6 5/16" ±<PNLB 01>6"4 1/2"1 1/2"<COPING 01><PNLB 01><PNLB 03>1' - 0 5/8"<EXT WALL 04><PNLB 04><FLASH 08><PNLB 01>F.9TOP OF MASONRY106'-0"MINIMUM8"2 1/2"<EXT WALL 01><EXT WALL 06>STUD FACE7 1/4"8 3/4"<PNLB 02>LAP AIR BARRIER OVER FLASHING LEG & SEAL<VNTLR 01><FLASH 07>SEAL FASTENERS THROUGH FLASHING FOR FURRING ATTACHMENT C1' - 2 3/4"STUD FACE6 1/4"<EXT WALL 01>DECK BRG119'-4"TOP OF STUD121'-0"3" CLOSED-CELL SPRAYED POLYURETHANE FOAM INSULATION<VNTLR 01>5 1/2"1 1/4"4 1/4"<COPING 03>FASCIA COVERANCHOR BARNON-CURING SEALANTSTAINLESS STEEL FASTENERConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1 1/2" = 1'-0"EXTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.010/13/2023220025.00C2023-151 1/2" = 1'-0"4MASONRY CLAD WALL PARAPET1 1/2" = 1'-0"10WINDOW HEAD AT MASONRY CLAD WALL1 1/2" = 1'-0"16WINDOW JAMB AT MASONRY CLAD WALL1 1/2" = 1'-0"22WINDOW SILL AT MASONRY CLAD WALL BASE1 1/2" = 1'-0"24VERTICAL ALUMINUM PANEL SYSTEM COPINGKEYNOTES PER SHEET#<ANGLE 03> GALVANIZED STEEL ANGLE FOR MASONRY SUPPORT - (2) ANGLES PER STONE SILL<BKMTL 01> PREFINISHED ALUMINUM BREAK METAL (MATCH ALUMINUM WINDOW FINISH), ATTACH IN SHIM SPACE W/VERTICAL LEG LAP GYPSUM BOARD SHEATHING<BLKG 02> 2X BLOCKING<BLKG 03> 2X TREATED BLOCKING<BLKG 04> 2X6 TREATED BLOCKING - SHAPE TOP OF BLOCKING TO MATCH ROOF SLOPE<BLKG 07> 2X4 BLOCKING<BLKG 08> 5/8" PLYWOOD BLOCKING<BOX HDR 02> BOX HEADER<CLG 01> SUSPENDED ACT SYSTEM<CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM<CLIP ANGLE> COLD-FORMED SLOTTED STEEL CLIPS AT EACH STUD<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION -SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS<COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS<CVR BRD> 1/2" THICK COVER BOARD<EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C. VERICALLY & 5/8" GYPSUM BOARD<EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER AIR BARRIER, 5/8"EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUMBOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TO FIT THROUGH - FASTENER TYPE EQUALLYSPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIR BARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C.,5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSH PREFINISHED ALUMINUM PANEL SYSTEM<EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<EXT WALL 06> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" EXTERIOR GRADE HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MIGHT BE REQUIRED, COORDINATE W/PANEL MANUFACTURER), AIR BARRIER,5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C., 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEELSTUD FRAMING @ 1'-4" O.C., & 5/8" GYPSUM BOARD<FASCIA 01> PREFINISHED ALUMINUM PANEL SYSTEM, VERTICAL 12" WIDE ON 7/8" FURRING @ 1'-4" O.C.(ADDITIONAL FURRING MAY BE REQUIRED COORDINATE W/PANEL MANUFACTURER), 6" STEEL STUD FRAMING @ 1'-4" O.C.& 5/8" EXTERIOR GYPSUM BOARD SHEATHING<FASCIA 02> PREFINISHED ALUMINUM PANEL SYSTEM J-CHANNEL BY PANEL MANUFACTURER<FASCIA 03> PREFINISHED ALUMINUM J-FLASHING W/WEEP HOLES, PREFINISHED J-CHANNEL & SEALANT - BY PANEL MANUFACTURER<FLASH 01> THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR SEAL ATTACHMENT<FLASH 03> PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING<FLASH 04> ADHERED MEMBRANE FLASHING, LAP GYPSUM BOARD SHEATHING 3" MINIMUM & 2X BLOCKING, TERMINATE IN SHIM SPACE<FLASH 06> THROUGH-WALL FLASHING WITH DRIP, LAP OVER <FLASH 04> TERMINATE IN SHIM SPACE<FLASH 07> PREFINISHED ALUMINUM FLASHING W/HEMMED DRIP EDGE & CLEAT ATTACHMENT, EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR & SEAL ATTACHMENT<FLASH 08> ADHERED MEMBRANE FLASHING, LAP AROUND TOP EDGE OF PLYWOOD 3" MINIMUM & 3" MINIMUM ONTO THE EXTERIOR GYPSUM BOARD SHEATHING/PLYWOOD EACH SIDE OF PARAPET<FLASH 09> PREFINISHED ALUMINUM FLASHING (22 GAGE MINIMUM) W/HEMMED DRIP EDGE, EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR, SEAL ATTACHMENT & PROVIDE CONTINUOUS SEALANT BEAD ALONG TOPOF TERMINATION BAR - COLOR TO MATCH PANEL SYSTEM<FLASH 10> ADHERED MEMBRANE FLASHING, LAP GYPSUM BOARD SHEATHING & PLYWOOD/BLOCKING 3" MINIMUM<FLASH 11> J PROFILE BRAKE METAL W/ 3/8" RETURN, ATTACH IN SHIM SPACE, COLOR TO MATCH PANEL SYSTEM<FLASH 12> PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, EXTEND VERTICAL LEG TO TERMINATION BAR & SEAL ATTACHMENT<FLASH 13> PREFINISHED ALUMINUM FLASHING (MATCH WINDOW FINISH) W/DOWNTURNED HEMMED EDGE & UPTURNED VERTICAL HEMMED EDGE SET ONTO SEALANT BED<FLASH 14> PREFINISHED ALUMINUM FLASHING (22 GAGE) W/DRIP, CLEAT ATTACHMENT & 4" HORIZONTAL LEG - LAP & ADHERE MEMBRANE SPLICE OVER HORIZONTAL LEG & 4" MINIMUM ONTO MEMBRANE ROOF<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<GRADE 01> FINISH GRADE<GROUT 01> GROUT CAVITY SOLID BELOW FLASHING<INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<LINTEL 01> GALVANIZED BENT STEEL PLATE LINTEL (PAINT)<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE &STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHED ALUMINUMFLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURALFRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE) & ROOFSTRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACH PERMANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING<MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'SRECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), 1/2" THERMAL BARRIER, SLOPED ACOUSTICALROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS<MTRNET 01> MORTAR NET<PNLB 01> 6" WIDE VERTICAL PANELBOARD CLADDING SYSTEM TRADITIONAL TERMINATION SET<PNLB 02> 6" WIDE VERTICAL PANELBOARD CLADDING SYSTEM PRECISION J-TRACK<PNLB 03> OUTSIDE CORNER CRAFTSMAN TRIM BY PANELBOARD CLADDING SYSTEM MANUFACTURER<PNLB 04> 6" WIDE HORIZONTAL PANELBOARD CLADDING SYSTEM, AIR BARRIER (LAP OVER <FLASH 08> & SEAL), 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 6" STEEL STUD FRAMING @ 1'-4" O.C.<SILL 01> CAST STONE SILL<SILL SLR> SILL SEALER - CONTINUOUS POLYPROPOLENE PAD SET BETWEEN STUD RUNNER & CONCRETE<SLNT 01> PERIMETER SEALANT W/BACKER ROD EACH SIDE<SLNT 02> CONTINUOUS SEALANT BEAD<SLNT 03> CONTINUOUS PERIMETER SEALANT BEAD<SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OF SUPPORT FRAMINGW/PANEL MANUFACTURER<STOOL 01> SOLID SURFACE STOOL W/RADIUS ON 5/8" PLYWOOD & PROVIDE CONTINUOUS SEALANT BEAD<THRML BR> 1/2" THICK THERMAL BARRIER<VNTLR 01> MASONRY VENTILATOR @ 2'-8" O.C.<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WINDOW 02> BORROWED LITE, 1/4" GLASS SET INTO HOLLOW METAL FRAME<WINDOW 03> THERMALLY BROKEN PREFINISHED ALUMINUM CURTAINWALL FRAMING SYSTEM WITH 1" INSULATED GLASS<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL1 1/2" = 1'-0"23ROOF FLASHING AT METAL PANEL BASE1 1/2" = 1'-0"28PRECAST WALL PANEL COPING1 1/2" = 1'-0"29ROOF FLASHING REGLET1 1/2" = 1'-0"30ROOF SYSTEMS AT PRECAST STEP1 1/2" = 1'-0"3VERTICAL ALUMINUM PANEL SYSTEM COPING1 1/2" = 1'-0"9VERTICAL ALUMINUM PANEL WINDOW HEAD1 1/2" = 1'-0"15VERTICAL ALUMINUM PANEL WINDOW JAMBNO SPRAY FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING IN LIEU OF 5/8" GYPSUM BOARD & ADD VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM AT SIM CONDITION1 1/2" = 1'-0"21OVER FLOWSCUPPER1 1/2" = 1'-0"8EXIST. TO NEW INTERIOR EXPANSION JOINT1 1/2" = 1'-0"14PARAPET @ DUMPSTER ROOF EDGE1 1/2" = 1'-0"20EXIST. TO NEW EXPAN JOINT @ PC PANELS1 1/2" = 1'-0"1EXIST. TO NEW EXPAN JOINT @ PC PANEL1 1/2" = 1'-0"27CANOPY FASCIA1 1/2" = 1'-0"26BORROWED LITE SILL1 1/2" = 1'-0"13SOFFIT PANEL SYSTEM AT WINDOW HEAD1 1/2" = 1'-0"7SOFFIT PANEL SYSTEM AT WALL SYSTEMNO SOLID SURFACE STOOL AT SIM CONDITIONNO SOLID SURFACE STOOL/STONE SILL, WINDOW LOCATION IS DIFFERENT & 6" STUD FACE DIMENSION AT SIM CONDITIONNO SOLID SURFACE STOOL/STONE SILL & STUD FACE IS 6" AT SIM CONDITION1 1/2" = 1'-0"19COPINGNO CEILING SYSTEM AT SIM CONDITION1 1/2" = 1'-0"25VERTICAL PANEL TRANSITION AT MASONRYNO SPRAY FOAM INSULATION, 3" VERTICAL GIRTS BEHIND MASONRY & 1 1/2" AIR SPACE ON OPPOSITE SIDE OF WALL AT SIM CONDITIONNO WINDOW SYSTEM/CAST STONE SILL AT SIM CONDITION1 1/2" = 1'-0"2FASCIA AT MASONRY CLAD PARAPETSEE DETAIL 4/A7.0 FOR ADDITIONAL INFOSEE DETAIL 2/A7.0 FOR FASCIA INFO10/04/2023BID DOCUMENT SET
0' - 8"4' - 0"4' - 0"CONCRETE FOOTINGGRANULAR FILLCONCRETE WALK/DRIVEWAY8" DIA. x 8'-0" SCHEDULE 40STEEL PIPE, FILL W/ CONCRETE AND FINISH, SEE SPECS.CROWN CONCRETE AT TOPELEV VARIESFINISH GRADECONCRETE FOOTINGGRANULAR FILLCONCRETE WALK/DRIVEWAY8" DIA. x 8'-0" SCHEDULE 40STEEL PIPE, FILL W/ CONCRETE AND FINISH, SEE SPECS.CROWN CONCRETE AT TOPCLIP ANGLES-SEE STRUCTPRECAST PLANK WITH 2" CONC. TOPPING, SEE STRUCTURAL1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTIONCLIP ANGLES-SEE STRUCTNOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTIONINSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLANSTEEL DECKING -SEE STRUCTURALROOF TYPE, REFER TO WALL SECTIONS BEAM BEYONDCLIP ANGLES-SEE STRUCTNOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTIONBEAM BEYONDCLIP ANGLES-SEE STRUCTNOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION10"INSULATED PRECAST WALL PANELBACKER ROD AND SEALANT AT BOTH SIDESCMU WALL, SEE FLOOR PLAN FOR TYPE AND LOCATIONINSULATED PRECAST WALL PANELBACKER ROD AND SEALANT AT BOTH SIDESCMU WALL, SEE FLOOR PLAN FOR TYPE AND LOCATIONBACKER ROD AND SEALANT AT BOTH SIDESINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINTERIOR10"10"BACKER ROD AND SEALANT AT BOTH SIDESINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDEXTERIORGRIDBACKER ROD AND SEALANT AT BOTH SIDES BY PRECAST SUPPLIERGRIDSTEEL ANGLE AND EMBED PLATE AS REQUIRED BY PRECAST SUPPLIERINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED0' - 1 1/2"0' - 1 1/2"BACKER ROD AND SEALANT AT BOTH SIDES BY PRECAST SUPPLIERINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDCONCRETE-FILLED STEELBOLLARD W/ PLASTIC PROTECTIVE COVER (TYP)10 1/2" INSULATED PRECASTCONCRETE WALL PANEL -SEE STRUCTURALPERIMETER WEATHERSTRIPPING6"1' - 6"CLCLCONCRETE BOLLARD FOUNDATIONHOLD6"GRIDBACKER ROD AND SEALANT AT BOTH SIDESINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED10"10"BACKER ROD AND SEALANT AT BOTH SIDESINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDINSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIREDHOLD6"EQEQWINDOW HEAD116'-4"<BOX HDR 02><BLKG 02><CLG 02><WINDOW 01><SLNT 01>FORMED PERIMETER TRIM BY CEILING SYSTEM MANUFACTURER1"4 1/4"1 1/2"F.98 3/4"6"5 3/4"FIRST FLOOR100'-0"<EXT WALL 11>MINIMUM8"MINIMUM8"<GRADE 01>STUD FACE7 1/4"<VNTLR 01><MTRNET 01><GROUT 01><CONC STOOP><INSUL 03><WTRPRFG 02><FND 01><SILL SLR>TOP OF FND100'-8"<FLASH 01><FLASH 01>7M.47.24 A6.4M.3STUD FACE7"STUD FACE1' - 2"STUD FACE7 1/8"STUD FACE1 1/4"8"3' - 2 5/8"<EXT WALL 01> TO 6'-0" AFF THEN <EXT WALL 06> ATOP OF THIS WALL TO PARAPET HEIGHT<EXT WALL 14>9CANOPY/WINDOW HEAD110'-2"TOP OF STUD112'-5" (111'-10" AT SIM)DECK BRG111'-5" (111'-1" AT SIM)1' - 3"1' - 0"2' - 3"STUD FACE6" 3 1/8"<BOX HDR 02><BLKG 02><INSUL 04><SLNT 02><WINDOW 01><MEMBRN RF 04><SLNT 01><DOOR 04><EXT WALL 10>SCUPPER DRAIN & CONDUCTOR PIPE DASHED IN FOR CLARITY<FLASH 02><FLASH 04><SOFFIT 01><FASCIA 02><BKMTL 01><BLKG 01>LT GAGE CLIP ANGLE ATTACHED TO BLOCKING FOR SOFFIT SUPPORT ATTACHMENTF.9EQ6"EQEQEQSTUD FACE7 1/4"<EXT WALL 09><BLKG 07><BLKG 08>MASONRY/FLASHING BELOWOUTSIDE CORNER CRAFTSMAN TRIM BY PANEL MANUFACTURER12M.3STUD FACE7"STUD FACE7 1/8"STUD FACE7"<EXT WALL 13><EXT WALL 11><EXT WALL 13>MAINTAIN 1 1/2" MINIMUM AIR SPACE WIDTH7<EXT WALL 14>1' - 4" 5 3/4"<BNDBM 01>2"1"<STOOL 01><WINDOW 01><SLNT 01><INSUL 01><FLOOR 01><INSUL 02><FND 01><GRADE 01>1 1/2" 7 5/8"<WTRPRFG 03><VNTLR 01><MTRNET 01><FLASH 01><GROUT 01>8 1/8" 1"5/8"3"3 5/8"<FLASH 13><FLASH 06><ANGLE 03><FLASH 04><SILL 01>WINDOW SILL1'-8"FIRST FLOOR100'-0"71' - 4"CMU FACE5 3/4"<EXT WALL 14><WINDOW 01>3/4"ADHERED MEMBRANE FLASHING, LAP CMU 3" MINIMUM & TERMINATE IN SHIM SPACEWINDOW STOOL BELOWWINDOW STOOL BELOW<SLNT 01>7WINDOW HEAD110'-4 3/8"<EXT WALL 14><LINTEL 01><FLASH 01><VNTLR 01><MTRNET 01><LINTEL 02><CLG 01><SLNT 01><WINDOW 01>76"4 1/2"1 1/2"1' - 4"CMU FACE5 3/8"<MEMBRN RF 01><BNDBM 01><EXT WALL 05><EXT WALL 14><COPING 01>TOP OF CMU121'-8"DECK BRG119'-4"<VNTLR 01>APREFINISHES ALUMINUM COPING BY CURTAIN WALL MANUFACTURERSEALANT1" INSULATED GREEN TINTED GLASS IN PREFINISHED ALUMINUM VENEER SYSTEM MOUNTED DIRECTLY TO PRECAST. FILL SPACE BEHIND VENEER SYSTEM WITH SPRAY FOAM INSULATIONTRANSITION MEMBRANE LAP MEMBRANE 4" MINIMUM & TEMINATE IN GLAZING POCKET OF CURTAIN WALL MULLIONFILL VOID BENEATH COPING W/SPRAYED POLYURETHANE FOAM INSULATIONPRECAST WELDED TO JAMBMETAL DECK, ANGLE & JOIST -SEE STRUCTURALROOF TYPE -A LAP MEMBRANE AROUND BLOCKING & ATTACH PER MANUFACTURER'S REQUIRMENTS10"2"6' - 4 3/4"2"1/2"2"1 3/8"6"1" INSULATED GLASS IN PREFINISHED ALUMINUM CURTAINWALL SYSTEM5/8" EXTERIOR GYP BD SHEATHING ON 6" METAL STUDS @ 1' -4" O.C., FILL STUD CAVITIES SOLID W/SPRAYED POLYUREYHANE FOAM INSULATIONPROVIDE ELECTRIC MOTOR SHADE MOUNTED TO PRECASTATTACHMENT BY PRECASTER, IF POCKET, BACK HATCH WITH INSULATION PER POCKET NOTE 1<EXT WALL 05> A7.132 5/8" 2 1/2" 4 7/8"4 1/2"A4 1/2"3/8"2 1/2"2 5/8"1 3/8"6"2 5/8"MIN8"PREFINISHED ALUMINUM FLASHING TO RUN UP THE PRECAST WALL AND BACKED WITH ADHERED MEMBRANE WITH TERMINATION BAR FILL IN VENEER SYSTEM CAVITY WITH SPRAY FOAM INSULATION PERIMETER SEALANT W/BACKER ROD, PROVIDE ROPE WICKS @ 2'-0" O.C. MAX.CURTAIN WALL VENEER SYSTEM WITH SPANDREL TO MATCH JANESVILLE GREENCURTAIN WALL SYSTEM PROVIDE ELECTRIC MOTOR SHADE MOUNTED TO PRECAST -ALIGN W/HEAD OF WINDOW OPENING6"4"VERIFY IN FIELD EXISTING CONDITIONS AND ADJUST BLOCKING REQUIREMENTS AS NEEDED.PREFINISHED METAL COPING WITH WELDED CORENERS AND TRIM.8" min2"2"2"PRESSURE TREATED PLYWOOD AND BLOCKING. 1 1/2"10" INSULATED PRECAST CONCRETE WALL PANEL. 5/8" EXTERIOR GYPSUM BOARD ON 2" SPRAY FOAM INSULATION. BELLOWS TYPE EXPANSION JOINT COVER WITH DRIP AND INSULATION. PRESSURE TREATED 2x BLOCKING. TIE INTO EXISTING ROOFING PER MANUFACTURES REQUIREMENTS. 25 1/2"1 1/4"4 1/4"FASCIA COVERANCHOR BARNON-CURING SEALANTSTAINLESS STEEL FASTENERTOP OF PRECAST117'-4"<EXT WALL 05><EXT WALL 03><COPING 03>Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedEXTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.110/13/2023220025.00C2023-153/4" = 1'-0"20PIPE BOLLARD -EXTERIOR (TYP)1 1/2" = 1'-0"22CMU HEAD1 1/2" = 1'-0"23CLUB ROOF EDGE DEFAULT1 1/2" = 1'-0"25PRECAST -CMU WALL T INTERSECTION1 1/2" = 1'-0"29PRECAST -PRECAST WALL T INTERSECTION1 1/2" = 1'-0"27PRECAST TYPICAL MITERED CORNER1 1/2" = 1'-0"21PIPE BOLLARD -PLAN -EXTERIOR (TYP)1 1/2" = 1'-0"26PRECAST JAMBS1 1/2" = 1'-0"28PRECAST -PRECAST WALL BUTT JOINTKEYNOTES PER SHEET#<ANGLE 03> GALVANIZED STEEL ANGLE FOR MASONRY SUPPORT - (2) ANGLES PER STONE SILL<BKMTL 01> PREFINISHED ALUMINUM BREAK METAL (MATCH ALUMINUM WINDOW FINISH), ATTACH IN SHIM SPACE W/VERTICAL LEG LAP GYPSUM BOARD SHEATHING<BLKG 01> 2X4 TREATED BLOCKING<BLKG 02> 2X BLOCKING<BLKG 07> 2X4 BLOCKING<BLKG 08> 5/8" PLYWOOD BLOCKING<BNDBM 01> 8" BOND BEAM<BOX HDR 02> BOX HEADER<CLG 01> SUSPENDED ACT SYSTEM<CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM<CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE<COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANEFOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH<COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'SRECOMMENDATIONS<DOOR 04> PREFINISHED ALUMINUM MEDIUM STYLE DOOR WITH 1" INSULATED FULL GLASS<EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL<EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION<EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIRBARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUDFRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEMMANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM<EXT WALL 10> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C.., 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARDSHEATHING, 6" STEEL STUDS @ 1'-4" O.C. & 5/8" GYPSUM BOARD<EXT WALL 11> 4" CONC BRICK, 3 1/2" AIR SPACE, 5/8" EXTERIOR GYPSUM BOARD SHEATHING (LAP CONCRETE 1" MINIMUM), 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING(EXTEND DOWN TO TOP OF GROUT), 1 1/2" AIR SPACE & 4" CONC BRICK<EXT WALL 13> 4" CONC BRICK, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUDFRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD<EXT WALL 14> 4" CONC BRICK, 1 3/4" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM) & 8" CMU W/HORIZONTAL REINFORCING @ 1'-4" O.C. VERTICALLY<FASCIA 02> PREFINISHED ALUMINUM PANEL SYSTEM J-CHANNEL BY PANEL MANUFACTURER<FLASH 01> THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR SEAL ATTACHMENT<FLASH 02> PREFINISHED ALUMINUM FLASHING W/HEMMED DRIP EDGE (MATCH WINDOW FINISH), UPTURNED VERTICAL HEMMED LEG & SLOPE HORIZONTAL LEG FOR POSITIVE DRAINAGE - FRICTION-FITFLASHING AROUND WINDOW SILL EDGE, NO FASTENERS THROUGH ROOF MEMBRANE<FLASH 04> ADHERED MEMBRANE FLASHING, LAP GYPSUM BOARD SHEATHING 3" MINIMUM & 2X BLOCKING, TERMINATE IN SHIM SPACE<FLASH 06> THROUGH-WALL FLASHING WITH DRIP, LAP OVER <FLASH 04> TERMINATE IN SHIM SPACE<FLASH 13> PREFINISHED ALUMINUM FLASHING (MATCH WINDOW FINISH) W/DOWNTURNED HEMMED EDGE & UPTURNED VERTICAL HEMMED EDGE SET ONTO SEALANT BED<FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL<FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM<GRADE 01> FINISH GRADE<GROUT 01> GROUT CAVITY SOLID BELOW FLASHING<INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB<INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING<INSUL 03> 1/2" EXPANSION FELT<INSUL 04> SPRAY 1" THICK MINIMUM CLOSED-CELL POLYURETHANE FOAM INSULATION ON 1'-6" EXTERIOR/INTERIOR LENGTH OF THE WIDE FLANGE STEEL BEAM, PROVIDE PERIMETER 1/2" SOFT JOINT(SEALANT W/BACKER ROD) AROUND THE INTERIOR/EXTERIOR STEEL FRAMING PENETRATIONS - TYPICAL<LINTEL 01> GALVANIZED BENT STEEL PLATE LINTEL (PAINT)<LINTEL 02> 8" MASONRY LINTEL<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PERMANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICALSURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAINLOCATIONS<MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICALSURFACE) & ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANELSYSTEM & ATTACH PER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING<MTRNET 01> MORTAR NET<SILL 01> CAST STONE SILL<SILL SLR> SILL SEALER - CONTINUOUS POLYPROPOLENE PAD SET BETWEEN STUD RUNNER & CONCRETE<SLNT 01> PERIMETER SEALANT W/BACKER ROD EACH SIDE<SLNT 02> CONTINUOUS SEALANT BEAD<SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OFSUPPORT FRAMING W/PANEL MANUFACTURER<STOOL 01> SOLID SURFACE STOOL W/RADIUS ON 5/8" PLYWOOD & PROVIDE CONTINUOUS SEALANT BEAD<VNTLR 01> MASONRY VENTILATOR @ 2'-8" O.C.<WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM<WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL<WTRPRFG 03> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & EXTEND 8" MINIMUM ABOVE FINISHED FLOOR ELEVATION1 1/2" = 1'-0"9STOREFRONT SYSTEM HEADNO CEILING OR SPRAY FOAM INSULATION & GYPSUM BOARD IS FULL HEIGHT AT SIM CONDITION1 1/2" = 1'-0"16MASONRY CLAD CAVITY WALL BASE1/2" = 1'-0"19VESTIBULE 118 PARTIAL FLOOR PLAN1 1/2" = 1'-0"13CANOPY SCUPPER DRAIN AT WINDOW SYSTEMSSTUD FACE IS 7" AT SIM CONDITION1 1/2" = 1'-0"14VERTICAL PANEL EDGE PLAN1 1/2" = 1'-0"15MASONRY CAVITY WALL PLAN1 1/2" = 1'-0"7WINDOW SILL AT MASONRY CAVITY WALL1 1/2" = 1'-0"1WINDOW JAMB AT MASONRY CAVITY WALL1 1/2" = 1'-0"8WINDOW HEAD AT MASONRY CAVITY WALL1 1/2" = 1'-0"2MASONRY CAVITY WALL PARAPET1 1/2" = 1'-0"30CONVENTION CURTAIN WALL DETAIL Copy 13" = 1'-0"3WINDOW SYSTEMS CONNECTION DETAIL1 1/2" = 1'-0"4P.C. COPING @ EXIST. ROOF -EXPAN. JOINT1 1/2" = 1'-0"10FASCIA AT PRECAST PARAPET10/04/2023BID DOCUMENT SET
PRECAST PLANK - SEE STRUCTIRAL DRAWINGSMETAL SUMP PANDECK CLAMPSUMP PAN RECEIVERBODYRDMEMBRANE ROOFING SYSTEMROOF DRAIN STRAINERTAPER RIGID INSULATION TO DRAINROOF DRAIN INLETSUMP PAN2' - 0"OVERFLOW SCUPPER2"VAPOR RETARDERROOF DECK - SEE STRUCTURAL DRAWINGSMETAL SUMP PANDECK CLAMPSUMP PAN RECEIVERBODYRDMEMBRANE ROOFING SYSTEMROOF DRAIN STRAINERTAPER RIGID INSULATION TO DRAINROOF DRAIN INLETSUMP PAN2' - 0"VAPOR RETARDERM.41 1/2"4 1/2"6"STUD FACE1 5/8"TOP OF STUD128'-0"<COPING 02><MEMBRN RF 01>8" STEEL STUD FRAMING @ 1'-4" O.C <EXT WALL 04><PNLB 01><PNLB 03><FLASH 08><PNLB 04><PNLB 01>5/8" EXTERIOR GYPSUM BOARD SHEATHINGConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1 1/2" = 1'-0"EXTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.210/13/2023220025.00C2023-15KEYNOTES PER SHEET#<COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS<EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TO FIT THROUGH - FASTENERTYPE EQUALLY SPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIR BARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6"STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSH PREFINISHED ALUMINUM PANEL SYSTEM<FLASH 08> ADHERED MEMBRANE FLASHING, LAP AROUND TOP EDGE OF PLYWOOD 3" MINIMUM & 3" MINIMUM ONTO THE EXTERIOR GYPSUM BOARD SHEATHING/PLYWOOD EACH SIDE OF PARAPET<MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PERMANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICALSURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAINLOCATIONS<PNLB 01> 6" WIDE VERTICAL PANELBOARD CLADDING SYSTEM TRADITIONAL TERMINATION SET<PNLB 03> OUTSIDE CORNER CRAFTSMAN TRIM BY PANELBOARD CLADDING SYSTEM MANUFACTURER<PNLB 04> 6" WIDE HORIZONTAL PANELBOARD CLADDING SYSTEM, AIR BARRIER (LAP OVER <FLASH 08> & SEAL), 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 6" STEEL STUD FRAMING @ 1'-4" O.C.1 1/2" = 1'-0"30ROOF DRAIN -PRECAST PLANK1 1/2" = 1'-0"24ROOF DRAIN -METAL DECK1 1/2" = 1'-0"18COPING10/04/2023BID DOCUMENT SET
DASHER BOARDS & GLASS, SEE ICE CONSULTANT DRWGS.REFRIGERATED CONC. FLOOR SLAB, SEE REFRIGERATION DWGS.1" EXPANSION JOINT, SEE ICE CONSULTANTS DRWGS.CMU/CONCRETE WALL, SEE STRUCT.CONC. SLAB W/ THICKENED EDGE, SEE STRUCT.SUB GRADE PREPARATION, REFER TO SPECIFICATIONSSEE STRUCT.T.O. FOOTING100' - 0"ARENA FLOOR LEVEL103'-0"BLEACHER LEVELCLOSURE ANGLE, SEE ICE CONSULTANT DRWGS.1" MIN.3'-0" MIN.2" RIGID INSULATION UNDER SLAB AND AT PERIMETER, COORDINATE WITH RADIANT HEATING MFR. REQUIREMENTS V.I.F.5 1/2"POURED CONCRETE EDGEV.I.F.5 1/2"INSULATION, SEE REFRIGERATION DRAWINGS6"DASHER BOARDS & GLASS, SEE ICE CONSULTANT DRWGS.REFRIGERATED CONC. FLOOR SLAB, SEE REFRIGERATION DWGS.1" EXPANSION JOINT, SEE ICE CONSULTANTS DRWGS.CMU/CONCRETE WALL, SEE STRUCT.CONC. SLAB W/ THICKENED EDGE, SEE STRUCT.SUB GRADE PREPARATION, REFER TO SPECIFICATIONSCLOSURE ANGLE, SEE ICE CONSULTANT DRWGS.2" RIGID INSULATION UNDER SLAB AND AT PERIMETER, COORDINATE WITH RADIANT HEATING MFR. REQUIREMENTS POURED CONCRETE EDGEINSULATION, SEE REFRIGERATION DRAWINGSPRECAST STADIA RISERS,SEE STRUCTURAL/4 A7.3CIP STAIRS, SEECORE DRILL POST, SET W/ EPOXY GROUT SOLID (TYP)1-1/2" DIA. STEEL PIPE RAILING, PAINT1-1/2" DIA. STEEL PIPE, WELDED TO VERTICAL POSTS, GRIND SMOOTH, PAINTCORE DRILL POST, SET W/ EPOXY GROUT SOLID (TYP)1-1/2" DIA. STEEL PIPE RAILING, PAINT1-1/2" DIA. STEEL PIPE, WELDED TO VERTICAL POSTS, GRIND SMOOTH, PAINT3'-7 1/2"C OF STEPLC OF STEPL(22" MIN/ 36" MAX BETWEEN RAILING SECTIONS)1'-9"/4 A7.3CIP STAIRS,SEE/4 A7.3PRECAST STADIA RISERS,SEE STRUCTURALCIP STAIRS, SEECORE DRILL POST, SET W/ EPOXY GROUT SOLID (TYP)1-1/2" DIA. STEEL PIPE RAILING, PAINT1-1/2" DIA. STEEL PIPE, WELDED TO VERTICAL POSTS, GRIND SMOOTH, PAINTCORE DRILL POST, SET W/ EPOXY GROUT SOLID (TYP)1-1/2" DIA. STEEL PIPE RAILING, PAINT1-1/2" DIA. STEEL PIPE, WELDED TO VERTICAL POSTS, GRIND SMOOTH, PAINTC OF STEPLC OF STEPLCIP STAIRS,SEE0' - 11"0' - 11"0' - 11"0' - 11"0' - 11"0' - 3"0' - 3"0' - 3"0' - 3"0' - 11"0' - 11"3"x3" CHAMFER @ LOWER STEP @ EACH RISER LEVEL OF AISLE STEPS 0' - 11"0' - 11"0' - 11"0' - 11"0' - 11"0' - 7"0' - 7"0' - 7"1' - 9"PRECAST STADIA RISERS, SEE STRUCTURALSEALANT W/ BACKER ROD, BOTH SIDES(2) VERT. -#4 REBAR SET IN EPOXY PER STAIR TREAD (1) HORI. -#4 REBAR TIE(2) SEAT BRACKET ANCHORS, VERIFY W/ BLEACHER SEAT CONTRACTORC.I.P. CONCRETE STEPS, TYP.1 1/4"8 3/8"PRECAST STADIA RISERS, SEE STRUCTURALSEALANT W/ BACKER ROD, BOTH SIDES(1) HORI. -#4 REBAR TIE(2) SEAT BRACKET ANCHORS, VERIFY W/ BLEACHER SEAT CONTRACTORSTANDING RAIL, SEE DETAIL 8/A7.2 C.I.P. CONCRETE STEPS, TYP.0' - 11"1 1/4" SCHED. 40 STEEL POST; SPACED 5'-0" O.C. MAX.; PTDSTEEL REINFORCEMENT CHANNEL AT UNDERSIDE OF PAN @ PAN STAIRS OR CORE DRILL AS REQ'D; PTDVARIEST/O TREAD1 1/4" SCHED 40 STL HANDRAIL; PTD2" CONCRETE REINFORCED STEEL PANSTEEL RECEIVER SLEEVE WELDED TO BOTTOM OF PAN; KEEP TOP OF SLEEVE FLUSH WITH TOP OF TREAD;WELD POST INTO SLEEVE1 1/4" SCHED. 40 STEEL POST; SPACED 5'-0" O.C. MAX.; PTDSTEEL REINFORCEMENT CHANNEL AT UNDERSIDE OF PAN @ PAN STAIRS OR CORE DRILL AS REQ'D; PTD1 1/4" SCHED 40 STL HANDRAIL; PTD2" CONCRETE REINFORCED STEEL PANSTEEL RECEIVER SLEEVE WELDED TO BOTTOM OF PAN; KEEP TOP OF SLEEVE FLUSH WITH TOP OF TREAD;WELD POST INTO SLEEVE1 1/4" SCHED. 40 STEEL POST; SPACED 5'-0" O.C. MAX.; PTDSTEEL REINFORCEMENT CHANNEL AT UNDERSIDE OF PAN AS REQ'D; PTD1 1/4" SCHED 40 STL HANDRAIL; PTDREINFORCED STEEL TREADSTEEL RECEIVER SLEEVE WELDED TO BOTTOM OF PAN; KEEP TOP OF SLEEVE FLUSH WITH TOP OF TREAD;WELD POST INTO SLEEVE1 1/4" SCHED 40 STL MID-RAIL; PTD3' - 0"1 1/4" SCHED 40 STL HANDRAILRETURN ENDS (TYP)EQEQEQEQVARIEST/O TREAD1 1/4" SCHED. 40 STEEL POST; SPACED 5'-0" O.C. MAX.; PTDSTEEL REINFORCEMENT CHANNEL AT UNDERSIDE OF PAN AS REQ'D; PTD1 1/4" SCHED 40 STL HANDRAIL; PTDREINFORCED STEEL TREADSTEEL RECEIVER SLEEVE WELDED TO BOTTOM OF PAN; KEEP TOP OF SLEEVE FLUSH WITH TOP OF TREAD;WELD POST INTO SLEEVE1 1/4" SCHED 40 STL MID-RAIL; PTD1 1/4" SCHED 40 STL HANDRAILRETURN ENDS (TYP)COUNTERTOP FASTENED TO TOP OF WALL AS REQUIRED AND TO RETURN AS FACE OF WALL1/4" CLEAR PLEXIGLASS SET IN COUNTERTOP 1/4" DADOSEALANT ON BOTH SIDESWOOD BLOCKING AS NECESSARYSEALANT ON BOTH SIDESMETAL STUD WALL GYP. BD. FINISH AND PAINT3" STEEL TUBES PLACED 4' -0 O.C. MAXELECTRICAL BOX IN WALL, SEE ELECTRICAL FOR SPACING, BURY CONDUIT BELOW DECK FLOOR2" +-2' - 6" 3"1' - 7" 2"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.310/13/2023220025.00C2023-151 1/2" = 1'-0"1BLEACHER PLATFORM AT DASH BOARDS1 1/2" = 1'-0"2BLEACHER -TYP RAILING3/4" = 1'-0"3ARENA STEPS -CHAMFERED AT AISLES1 1/2" = 1'-0"4BLEACHER -SEATING STEP DETAIL1 1/2" = 1'-0"6INTERMEDIATE HANDRAIL @ CONC PAN STAIR1 1/2" = 1'-0"8INTERMEDIATE HANDRAIL @ STL TREAD STAIR1 1/2" = 1'-0"5PRESS BOX EDGE WALL10/04/2023BID DOCUMENT SET
2'-0"1'-6"VERIFY ALL DIMENSIONS PER MANUFACTURER10"CONCRETE SLABRESILIENT ATHLETIC FLOORING PLUG; CUT TO FIT COVER AND ADHERE FULLYRESILIENT ATHLETIC FLOORINGMETAL FLOOR SLEEVENON-SHRINK GROUTVERIFY ALL DIMENSIONS PER MANUFACTURERVOLLEYBALL STANDARDS; SIZE MAY VARY; VERIFY WITH MANUFACTURERCONCRETE SLABRESILIENT ATHLETIC FLOORINGNON-SHRINK GROUTSLEEVE FLOORPLATE TO BE FLUSH WITH CONCRETE FLOORSEE RCPB.O. MASONRY LINTELSEE STRUCTURAL FOR BOND BEAM AND LINTEL REQUIREMENTSDEEP BOND BEAMS AT SIMILAR CONDITION -SEE STRUCTURAL5/8" GB ON METAL STUDS AT 16" O.C.3/8" SEALANT JOINTSEE STRUCTURAL FOR BOND BEAM AND LINTEL REQUIREMENTSDEEP BOND BEAMS AT SIMILAR CONDITION -SEE STRUCTURAL5/8" GB ON METAL STUDS AT 16" O.C.3/8" SEALANT JOINT0' - 1 3/4"0' - 4 1/4"0' - 4 1/4"0' - 1 3/4"0' - 1 3/4"0' - 4 1/4"0' - 4 1/4"0' - 1 3/4"1' - 0"1' - 0"5/8" DIA. HOLES W/ 1/2" DIA. EXPANSION BOLTS (TYP)1/4" STEEL PLATE; GRIND ALL EDGES SMOOTH5" DIA. STEEL PIPE; PAINT(4) -1/2"x2"x2" STEEL PLATES; WELD TO PLATE AND PIPE12"x12"x1/2" STEEL PLATE5/8" DIA. HOLES W/ 1/2" DIA. EXPANSION BOLTS (TYP)1/4" STEEL PLATE; GRIND ALL EDGES SMOOTH5" DIA. STEEL PIPE; PAINT(4) -1/2"x2"x2" STEEL PLATES; WELD TO PLATE AND PIPE12"x12"x1/2" STEEL PLATEINSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLANROOF TYPE, REFER TO WALL SECTIONS CLIP ANGLES-SEE STRUCTPRECAST PLANK, SEE STRUCTURAL1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTIONINSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLANROOF TYPE, REFER TO WALL SECTIONS CLIP ANGLES-SEE STRUCTPRECAST PLANK, SEE STRUCTURALNOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTIONCLIP ANGLES-SEE STRUCTPRECAST PLANK WITH 2" CONC. TOPPING OR PRECAST STADIA, SEE STRUCTURAL1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM STRUCTURE W/ STRUCTURAL FOR DEFLECTIONCLIP ANGLES-SEE STRUCTPRECAST PLANK WITH 2" CONC. TOPPING OR PRECAST STADIA, SEE STRUCTURALNOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM STRUCTURE W/ STRUCTURAL FOR DEFLECTIONINSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLANSTEEL DECKING -SEE STRUCTURALROOF TYPE, REFER TO WALL SECTIONS BEAM BEYONDCLIP ANGLES-SEE STRUCTPRECAST PLANK WITH 2" CONC. TOPPING, SEE STRUCTURAL1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTIONINSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLANSTEEL DECKING -SEE STRUCTURALROOF TYPE, REFER TO WALL SECTIONS BEAM BEYONDCLIP ANGLES-SEE STRUCTPRECAST PLANK WITH 2" CONC. TOPPING, SEE STRUCTURALNOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION3/8" TEMPERED GLASS; EASEEXPOSED EDGESLINE OF STEEL GUARDRAIL POSTBEYOND; PTD1" X 1" ALUMINUM GLAZING CHANNELSETTING BLOCK AT BOTTOM RAIL CONDITION ONLYGASKET BOTH SIDES; TYP. FOR BOTTOM AND SIDES CHANNELS1 1/2" X 1 1/2" STEEL RAIL BEYOND; PTD3/8" TEMPERED GLASS; EASEEXPOSED EDGESLINE OF STEEL GUARDRAIL POSTBEYOND; PTD1" X 1" ALUMINUM GLAZING CHANNELSETTING BLOCK AT BOTTOM RAIL CONDITION ONLYGASKET BOTH SIDES; TYP. FOR BOTTOM AND SIDES CHANNELS1 1/2" X 1 1/2" STEEL RAIL BEYOND; PTD8CL1' - 7 3/8"8 3/8"STEEL STRUCTURAL BEAM110 ' -2 3/4"ANGLE CL110 ' -6"TOP OF GIRT3/4"3/4"STEEL ANGLESWRAP LEGS OF ANGLES W/ 1/4" THICK ADHESIVE BACKED NEOPRENE SHEETSALUMINUM FRONT SET STOREFRONT SYSTEMSEALANT AND BACKER RODALUMINUM TRIM BY WINDOW SUPPLIER6" CONCRETE SLAB -SEE STRUCTURALCONCENTRATED SLURRY WATER PROOFING COATMODIFIED SLURRY WATER PROOFING COATSEALING STRIP "KNOCK-OUT"1/2" EXPANSION MATERIAL W/ SEALANT3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALLSLEEVES FOR GATE POST W/ 4" x 8" x 1/4" STEEL PLATE AND EXPANSION BOLTS1 1/4" DIA. STEEL PIPE3/4" DIA. STEEL PIPE1 1/4" DIA. STEEL PIPEWATER PROOFING0' - 8"0' - 1 1/2"93' -4"B/O PIT100' -0"ICE AND FIELDHOUSE LEVEL2'-0"3'-6"103' -6"T.O. GUARDRAIL2'-0"+/- (WATER LEVEL)1 1/2".0' - 6"6" CONCRETE SLAB -SEE STRUCTURALCONCENTRATED SLURRY WATER PROOFING COATMODIFIED SLURRY WATER PROOFING COATSEALING STRIP "KNOCK-OUT"1/2" EXPANSION MATERIAL W/ SEALANT3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALLSLEEVES FOR GATE POST W/ 4" x 8" x 1/4" STEEL PLATE AND EXPANSION BOLTS1 1/4" DIA. STEEL PIPE3/4" DIA. STEEL PIPE1 1/4" DIA. STEEL PIPEWATER PROOFINGWALL TYPE TO BE VERIFIED BY OWNER DEPENDING ON WHAT RESURFACER IS SELECTED. COORDINATE WITH B32 AND COJ FOR DETAIL ONCE RESURFACER IS CHOSEN. 6" CONCRETE SLAB -SEE STRUCTURAL MODIFIED SLURRY WATER PROOFING COATSEALING STRIP "KNOCK-OUT"1/2" EXPANSION MATERIAL W/ SEALANT3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALLWATER PROOFING96' -0"B/O PIT100' -0"ICE /MULTIPURPOSE LEVEL2'-0"+/- (WATER LEVEL)1 1/2".VARIABLE PER BRAND3'-6"8"0' - 6"103' -6"T.O. WALL6" CONCRETE SLAB -SEE STRUCTURAL CONCENTRATED SLURRY WATER PROOFING COATMODIFIED SLURRY WATER PROOFING COATSEALING STRIP "KNOCK-OUT"1/2" EXPANSION MATERIAL W/ SEALANT3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALLICE REGENERATOR CHARGER WATER PROOFINGConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.410/13/2023220025.00C2023-151 1/2" = 1'-0"8VOLLEYBALL SLEEVE1 1/2" = 1'-0"6CEILING AT MASONRY LINTEL1 1/2" = 1'-0"7BOLLARD -INTERIOR (TYP)1 1/2" = 1'-0"4CMU WALL TERMINATION DETAIL AT PRECAST1 1/2" = 1'-0"5CMU WALL TERMINATION DETAIL AT STADIA1 1/2" = 1'-0"3CMU WALL TERMINATION DETAIL12" = 1'-0"10GLASS ANCHORING DETAIL3" = 1'-0"9DETAIL @ STORFRONT1 1/2" = 1'-0"2ICE MELT PIT DETAIL1 1/2" = 1'-0"1ICE MELT PIT DETAILS -PLUG IN STAND10/04/2023BID DOCUMENT SET
1'-2"2X4 PLASTIC WOOD2X4 PLASTIC WOODATTACH TO CMU WALL W/ TAPCON4"3/8" METAL STUD @ 3" o.c.CL2X4 PLASTIC WOOD2X4 PLASTIC WOODATTACH TO CMU WALL W/ TAPCON3/8" METAL STUD @ 3" o.c.3 1/2"3/4" SOLID SURFACE COUNTERTOP W/ COVED BACK & SIDESPLASH1x4 WOOD STUDP-LAM BASE VALANCE PANEL STAINLESS STEEL SINK BYPLUMBING CONTRACTORSEE INTERIOR ELEVATION1 1/2"1"SEE INTERIOR ELEVATION2' - 3" MIN.MIN.8"MIN.11"MIN.9"P-LAM BASE REMOVEABLE SLOPED PANEL NOTE: SEE ELEVATION FOR UPPER CABINET TYPE AND SIZESEE PLUMBING FOR FAUCET AND SINKPOWER OUTLET REQUIRED FOR AUTOSENSOR FAUCET,SEE ELEVATION AND POWER PLAN. COORDINATE W/ REAR3/4" P-LAM COUNTERTOP W/COVED BACK & SIDESPLASH1x4 WOOD STUDP-LAM BASE CABINET W/ADJUSTABLE PLAM SHELFBASE (AS SCHED.)SEE FINISH PLANSEE INTERIOR ELEVATION1 1/2"1"2' - 0"4"3"PVC EDGE BAND PERFINISH SCHEDULENOTE: SEE ELEVATION FOR UPPER CABINET TYPE AND SIZESEE INTERIOR ELEVATION1 1/2"1"2' - 0"4"3"P-LAM BASE CABINET W/ADJUSTABLE PLAM SHELVESNOTE: SEE ELEVATION FOR UPPER CABINET TYPE AND SIZESEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE FOR CASEWORK CONFIGURATIONS, BACKSPLASH, COUNTER TOP, EDGE DETAIL AND MATERIAL SELECTIONS. TYP.P-LAM SHELF AND COAT ROD AS SPECIFIED. SEE FINISH SCHEDULE FOR MATERIAL AND FINISH (TYPICAL)MAXIMUM3' - 10"1' - 8"5' - 6"(MINIMUM 1'-0")SEE ELEVATIONSEE ELEVATION1' - 4"1' - 0"8"1' - 0"5mm HOLES DRILLED 32mm O.C. W/ METAL SPOON TYPE SHELF SUPPORTS.PLASTIC LAMINATE WALL CABINET W/ ADJUSTABLE PLASTIC LAMINATE SHELF & LOCKABLE DOORSINSIDE CLEAR TO BE NO LESS THAN 12" SEE INTERIOR ELEVATIONNOTE: SEE ELEVATION FOR BASE CABINET TYPE AND SIZE2' - 2".1' - 3"5mm HOLES DRILLED 32mm O.C. W/ METAL SPOON TYPE SHELF SUPPORTS.PLASTIC LAMINATE WALL CABINET W/ ADJUSTABLE PLASTIC LAMINATE SHELVES. REFER TO ELECTRICAL AND INTERIOR ELEVATIONS FOR REQUIRED DEVICES AND LOCATIONS.INSIDE CLEAR TO BE NO LESS THAN 12"1"NOTE: SEE INTERIOR ELEVATIONS FOR BASE CABINET TYPE AND SIZE2' - 0"1"CEILING AND GRID SELECTIONS PER ROOM FINISH SCHEDULE. HEIGHTS PER REFLECTED CEILING PLAN.3' - 0".1' - 2"7' - 1"UNDER CABINET LIGHTING, WHERE INDICATED. REFER TO ELEVATIONS AND ELECTRICAL DRAWINGS.2' - 0"LAMINATE PLASTIC FASCIA ASSEMBLY.8" CMU WALL W/ HORIZONTAL JT.REINFORCING @16" O.CFINISHED FLOOR AS SCHEDULEDSPORTS EQUIPMENT - HOOKS 66" A.F.F7 5/8"RECYCLED PLASTIC SEAT PLANK STEEL 90 DEGREE BRACKET. 11-3/4" X 11-1/2". (4) 3/8" HOLES FOR BENCH FASTING TO BRACKET. VERTICAL LEG (2) 9/16 X 1-1-1/2" SLOTS FOR ANCHORING ON WALLCONCRETE FILL BOTTOM 3 CMU BLOCKS WHERE BENCHES ARE MOUNTEDSPORTS EQUIPMENT - HOOKS ADA 48" A.F.FSEE FLOOR PLANS FOR LOCATIONSWOOD LOOK CEILING PANELSWOOD LOOK WALL PANELSGYPSUM BOARD CEILING GYPSUM BOARD SOFFIT 2'X2' ACT PANELS 3 5/8" MTL STUD PLACED 16" ON CENTERWOOD LOOK TRIM2' - 10" 1' - 8"1" 1' - 4" 2 1/4"GYPSUM BOARD U-TRIM (200-A)PLYWOOD & STEEL STUD FRAMING CAP IS NOT DESIGNED FOR STORAGE1/2" DRYWALL (PAINT & INSTALL PERPENDICULAR TO FRAMING) ON 8" STEEL STUD FRAMING @ 1'-4" O.C.CMU WALL SEE WALL TYPE M8 TOP OF PLYWDVARIES ON WALL TYPESTEEL STUD FRAMING TO BE VERIFIED BY ENGINEER LICENSED IN WISCONSINACOUSTICAL BATT INSULATIONNOTE: 1/2" FTP PLYWOOD TO BE INSTALLED AT SERVER ROOM - DUST CAP ONLY OVER SERVER ROOMFIRST FLOOR100' -0"ADD BLOCKING AS NEEDED BY WALL TYPE 3/8" WALL BASE AS PER FINISH SCHEDULEWOOD LOOK WALL PANELVARYING WALL TYPES BEYONDVERIFY DETAIL PER MANUFACTURERS INSTALLATION INSTRUCTIONSMETAL CHANNEL PLACED 24" O.C.6"+ - 1 1/8"L BRACKET TRIM ON EXPOSED EDGE OF TOP AND BOTTOM OF WOOD LOOK PANELSFIRST FLOOR100' -0"5.83' - 6" 3' - 3 3/4" 11 5/8"5' - 4"10"2' - 10"9' - 0"3 7/8"DECORATIVE METAL PANEL TRIM OVER WOOD LOOK WALL PANELIN- WALL SUPPORTED BACKETSROLL DOWN GATESOLID SURFACE COUNTERTOP TO CARRY OVER TO FACE OF RECEPTION6"3"SOLID SURFACE ON EXTERIOR OF WATERFALL5.85.83' - 6" 3' - 3 3/4" 11 5/8"1' - 0"ROLL DOWN GATESOLID SURFACE COUNTERTOP TO CARRY OVER TO FACE OF RECEPTIONPLAM INTERIOR WING WALL AND SOLID SURFACE CAP BEYONDWALL TO MATCH THICKNESS OF STANDING COUNTER WITH NO LIP GREATER THAN 1/2"3' - 8"3 7/8"DECORATIVE METAL PANEL TRIM OVER WOOD LOOK WALL PANEL6"3"WALL EDGE BEYONDBASE PER FINISH SCHEDULE3/4" P.LAM. BASE CABINET W/ INTERIOR FINISH (TYP.). P.LAM. ON ALL EXPOSED SURFACES (TYP.)FRT WOOD BLOCKING3"1' - 4"OPEN4" 1' - 0"3/4" PLAM BACK & TOP W/ INTERIOR FINISH (TYP.). PLAM ON ALL EXPOSED SURFACES (TYP.)OPENCOAT HOOKS 66" A.F.F6' - 3"COAT HOOKS ADA 44" A.F.FGYP WALLFRT WOOD BLOCKINGFRT WOOD BLOCKING1 1/2"1 1/8"WOOD LOOK METAL PANELCARRIER (FREE OF DRYWALL GRID) MOUNTED DIRECTLY TO STUD OR CONCRETE WALL SURFACESTAINLESS STEEL CORNER GUARDEND TRIM FOR WOOD LOOK WALL PANELConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.510/13/2023220025.00C2023-151 1/2" = 1'-0"13HOCKEY STICK RACK1" = 1'-0"3BASE -SINK / REMOVABLE SLOPED PANEL1" = 1'-0"4BASE / 6" DRAWER1" = 1'-0"6BASE / OPEN WITH SHELVES1" = 1'-0"7SHELF AND COAT ROD1" = 1'-0"8UPPER CABINET -DOORS1" = 1'-0"9UPPER CABINET -OPEN SHELVES1" = 1'-0"5TEAM ROOM BENCH DETAIL1" = 1'-0"12LOBBY / LINK CEILING TRANSITIONS -TYPICAL1 1/2" = 1'-0"10DUST CAP DETAIL1 1/2" = 1'-0"1METAL PANEL @ WALL BASEGRID1/2" = 1'-0"14SKATE RENTAL DESK @ ENTRY -ADA HEIGHT1/2" = 1'-0"15SKATE RENTAL DESK @ ENTRY -STANDING HEIGHT1" = 1'-0"11SHOE CUBBY1 1/2" = 1'-0"2TYPICAL WOOD LOOK WALL PANEL CORNER10/04/2023BID DOCUMENT SET
JUNCTION BOX, SEE ELEC3' - 6"8 GA PERFORATED METAL PANEL; 1/4" DIA. HOLES @ 3/8" STAGGERED PATTERN. PROVIDE IN THREE(3) PANELS, TOTAL OF 12'-0" LONG. VERIFY LENGTH WITH FINAL SCOREBOARD SELECTION. SOLID STEEL STOP @ PERIMETER, CONT.PROVIDE HOLE IN BEAM FOR POWER/ DATA FEED. COORDINATE SIZE AND LOCATION W/ ELECTRICALCONDUIT, SEE ELECTSCOREBOARD SUB-STRUCTURE BY SCOREBOARD PROVIDER/INSTALLER3 3/4"PROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S)JUNCTION BOX, SEE ELEC8 GA PERFORATED METAL PANEL; 1/4" DIA. HOLES @ 3/8" STAGGERED PATTERN. PROVIDE IN THREE(3) PANELS, TOTAL OF 12'-0" LONG. VERIFY LENGTH WITH FINAL SCOREBOARD SELECTION. SOLID STEEL STOP @ PERIMETER, CONT.PROVIDE HOLE IN BEAM FOR POWER/ DATA FEED. COORDINATE SIZE AND LOCATION W/ ELECTRICALCONDUIT, SEE ELECTSCOREBOARD SUB-STRUCTURE BY SCOREBOARD PROVIDER/INSTALLERSCOREBOARDPROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S)3/4" ENGINEERED QUARTZ COUNTERTOP1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO8"ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION1"1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE2 1/2"2"GLASS2' - 6"3 1/2"1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD112' - 6"T/O SLABSTEEL BEAM, SEE STRUCTURALCOMPOSITE DECK ASSEMBLY, SEE STRUCTURAL1-1/2"W x DEPTH OF BEAM STIFFENER @ 4'-0" O.C.; PAINT4"3' - 2"1 1/2" x 1 1/2" STEEL TUBE RAIL, PTDPROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTDCOMPOSITE DECK ASSEMBLY, SEE STRUCTURAL1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD4" KICK PLATE2"10"2"1"1 1/2" SQUARE STEEL TUBE POST; PTD1 1/2" SQUARE STEEL TUBE POST; PTDPRECAST PLANK OR STADIA1/4" X 1" STEEL SPACER PLATE, PTD; SEE DETAIL FOR MORE INFORMATION1 1/2" SQUARE STEEL TUBE POST; PTD1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTDPROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD3' - 2"4"3 1/2"GLASS2' - 6"2"2 1/2"2" 1' - 0"6"3' - 6"3/4"2"5"1 1/2" SQUARE STEEL TUBETOP RAIL, PAINTED1 1/2" SQUARE STEEL TUBEPOST1 1/2" SQUARE STEEL TUBEBOTTOM RAIL1/4" x 4" x 13 1/2" STEEL PLATECONCOURSEBLEACHERS1 1/2" X 1 1/2" STEEL ANGLE, CONT; BOTH SIDES3/4" ENGINEERED QUARTZ COUNTERTOP1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO8"ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATIONELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH1"CONCOURSEBLEACHERSELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH1 1/2" HSS POCKET FOR VERTICAL STEEL TUBE BOTTOM RAIL, 4" CONTINUOUS KICKPLATE1' - 0"2"2"3' - 6"6"4"1 1/2" SQUARE STEEL TUBETOP RAIL1 1/2" SQUARE STEEL TUBEPOST1 1/2" SQUARE STEEL TUBEBOTTOM RAIL1/4" x 4" x 13 1/2" STEEL PLATECONCOURSEBLEACHERS1 1/2" SQUARE STEEL TUBETOP RAIL1 1/2" SQUARE STEEL TUBEPOST1/4" x 4" x 13 1/2" STEEL PLATECONCOURSEBLEACHERS1 1/2" HSS POCKET FOR VERTICAL STEEL TUBE BOTTOM RAIL, 4" CONTINUOUS KICKPLATE100'-0"ICE LEVEL(43" MIN)3' - 7"(51" MAX)4' - 3"102'-0"FIRST ROW103'-6"T.O. DASHER100'-0"ICE LEVEL(43" MIN)3' - 7"(51" MAX)4' - 3"102'-0"FIRST ROW103'-6"T.O. DASHEREYE LEVEL (MAX)EYE LEVEL (MIN)43" AFFADA - MIN EYE LEVEL51" AFFADA - MIN EYE LEVEL2' - 11 7/8"B32 SCOPE OF WORKB32 SCOPE OF WORKEYE LEVEL (MAX)EYE LEVEL (MIN)90ELEVATIONROUTE PLUGMOLD THRU POWER STRIP SLOT PROVIDED IN FIXTUREEND CAP VIEWPOWER STRIP SLOT PROVIDED IN FIXTURE FOR ROUTING POWER STRIP THRU FIXTURE.ASSEMBLE POWER STRIP PRIOR TO INSTALLING. ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL SLOT FROM END CAPS.COORDINATE WALL MOUNTED JUNCTION BOX LOCATION WITH RAIL IN THE FIELD. JUNCTION BOX SHALL LINE UP WITH DRINK RAIL TO MINIMIZE FLEXIBLE CONDUIT LENGTH. PROVIDE FINAL CONNECTIONS. INSTALL PLUGMOLD 2000 SERIES STEEL MULTIOUTLET ASSEMBLY MODEL NUMBER BK20GB509TRUSBA. (OR ACCEPTED SUBSTITUTE). INSTALL 5' LENGTHS IN BLACK FINISH WITH ALTERNATING RECEPTICLES AND USB OUTLETS ON 9" CENTERS. INSTALL ALL NECESSARY COUPLINGS, CONNECTORS AND COVER CLIPS TO BE USED FOR CONNECTING EACH 5' SECTION OF MULTIOUTLET ASSEMBLY RACEWAY.PSFIXTURE RAIL WALLCONCEAL FLEXIBLE CONDUIT INSIDE FIXTURE, AS REQUIREDROUTE CONDUIT FOR POWER FEED FROM WALL MOUNTED JUNCTION BOX SHOWN DRAWINGS TO FIXTURE RAIL WALL WIRE CHANNEL. COORDINATE EXACT POWER FEED LOCATION WITH FIXTURE CONTRACTOR ON SITE.ASSEMBLE POWER STRIP PRIOR TO INSTALLING. ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL SLOT FROM END CAPS.FLOOR PLAN100'-0"ICE LEVELICE RINK DASHER BOARDS, REFER TO ICE DRAWINGSEXPANSION MATERIAL WITH SELANT AND BACKER ROD, ICE FLOOR PROFILE AND DASHER BOARD CONSTRUCTION BY OTHERS, REFER TO ICE DRAWINGSCONCRETE FLOOR W/ THICKENDED RINK EDGE, SEE STRUCTURAL1'-2"ICE RINK SLAB SECTION, REFER TO ICE DRAWINGS2" (MIN)1' - 4" +/-VAPOR BARRIER AT PERIMETER OF SLAB EDGEJUNCTION BOX, SEE ELECPROVIDE HOLE IN BEAM FOR POWER/ DATA FEED. COORDINATE SIZE AND LOCATION W/ ELECTRICALCONDUIT, SEE ELECTSCOREBOARD SUB-STRUCTURE BY SCOREBOARD PROVIDER/INSTALLERPROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S)0' - 3 3/4"0' - 1 1/2"2' - 11 1/4"0' - 1 1/2"112' - 6"T/O SLAB3'-6"1 1/2" x 1 1/2" x 3/16" STEEL ANGLE RAIL, PTD1" x 1" STEEL TUBE PICKETS, PTD; WELD @ TOP AND BOTTOM RAIL ANGLES; SPACED 4" O.C. MAX.1 1/2" x 1 1/2" x 3/16" STEEL ANGLE RAIL, PTDCOMPOSITE DECK ASSEMBLY, SEE STRUCTURALSTEEL BEAM VARIES,SEE STRUCTURAL1 1/2" x 1 1/2" x 3/16" PAIRED STEEL ANGLE POSTS @ 4'-0" O.C., PTD; SEE DETAIL FOR POST ARRANGEMENT/----JUNCTION BOX, SEE ELECPROVIDE HOLE IN BEAM FOR POWER/ DATA FEED. COORDINATE SIZE AND LOCATION W/ ELECTRICALCONDUIT, SEE ELECTSCOREBOARD SUB-STRUCTURE BY SCOREBOARD PROVIDER/INSTALLERSCOREBOARDPROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S)1 1/2" x 1 1/2" x 3/16" STEEL ANGLE RAIL, PTDCOMPOSITE DECK ASSEMBLY, SEE STRUCTURALSTEEL BEAM VARIES,SEE STRUCTURAL1 1/2" x 1 1/2" x 3/16" PAIRED STEEL ANGLE POSTS @ 4'-0" O.C., PTD; SEE DETAIL FOR POST ARRANGEMENT3/4" ENGINEERED QUARTZ COUNTERTOP1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO8"ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION1"1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE4"2 3/8"3"2' - 7 3/8"1 1/4"1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD112' - 6"T/O SLABSTEEL BEAM, SEE STRUCTURALCOMPOSITE DECK ASSEMBLY, SEE STRUCTURAL1-1/2"W x DEPTH OF BEAM STIFFENER @ 4'-0" O.C.; PAINT1 1/2" x 1 1/2" STEEL TUBE RAIL, PTDPROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTDSTEEL BEAM, SEE STRUCTURALCOMPOSITE DECK ASSEMBLY, SEE STRUCTURALPROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 2" 1' - 0"6"2' - 4"3/4"2"4"1"1 1/2" SQUARE STEEL TUBETOP RAIL, PAINTED1 1/2" SQUARE STEEL TUBEPOST1 1/2" SQUARE STEEL TUBEBOTTOM RAIL1/4" x 4" x 13 1/2" STEEL PLATECONCOURSEBLEACHERS1 1/2" X 1 1/2" STEEL ANGLE, CONT; BOTH SIDES3/4" ENGINEERED QUARTZ COUNTERTOP1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO8"ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATIONELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH1"1 1/2" SQUARE STEEL TUBEPOSTCONCOURSEBLEACHERS1 1/2" X 1 1/2" STEEL ANGLE, CONT; BOTH SIDESELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH1 1/2" HSS POCKET FOR VERTICAL STEEL TUBE BOTTOM RAIL, 4" CONTINUOUS KICKPLATEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR DETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A7.610/13/2023220025.00C2023-151 1/2" = 1'-0"2GUARDRAIL @ CONCOURSE SCOREBOARD - DRINKRAIL1 1/2" = 1'-0"3GUARDRAIL @ CONCOURSE TRACK1 1/2" = 1'-0"4RAILING @ CMU CONCOURSE TRACK1 1/2" = 1'-0"6STANDING DRINK RAIL1 1/2" = 1'-0"8STANDING RAIL1" = 1'-0"10SIGHTLINES FRONT ROW @ ICE RINK1/2" = 1'-0"9USB RAIL DETAIL1" = 1'-0"11THICKENED FLOOR SLAB @ ICE RINK1 1/2" = 1'-0"1STEEL PICKET GUARDRAIL @ CONCOURSE TRACK - DRINKRAIL1 1/2" = 1'-0"5GUARDRAIL @ STAIRS EXTENDED GLASS1 1/2" = 1'-0"7DRINK RAIL - ADA SEATING10/04/2023BID DOCUMENT SET
A9.016816a1227 SFMAIN TEAMROOM1322M82M82M8M4M62M82M8M410' - 10 3/4"7 5/8"7' - 0"4' - 0" 3' - 10 3/4" 10' - 0 5/8" 5 5/8" 1' - 5 3/4"18' - 6 3/8"19' - 10 3/4"2' - 10 3/8" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 1' - 0 3/8"12' - 0" A9.01453 SFUNISEX TLT1282M82M62M122M8A128.1 A10.2311 5/8"6 3/8"3' - 4"3' - 4 3/8"7 5/8"1' - 1 3/4"5 5/8" 7' - 4 3/8"7 5/8"8' - 11 3/4"T073958 SFUNISEX TLT14174 SFJ.C.142 A9.01911 5/8"7' - 10 3/4"7 5/8"8' - 4 3/8"7 5/8"7 5/8" 7' - 4 3/8"5 5/8"1' - 0 3/4"2M122M82M6 A10.23A141.1A142.19' - 6 3/8"18' - 6"42M819a A9.01718206 SFWET TEAM RR1397 5/8" 11' - 4 3/8" 7' - 9 5/8"13' - 0"7 5/8"5' - 4"3' - 4 3/4"3' - 0"7 5/8"2M82M82M6 A10.23A139.2A139.1M4M48 3/8"3 5/8"3' - 0 1/2"9 3/4"3' - 0"10 1/2"3' - 0"8' - 3 5/8"2M8468 SFMEN'S166503 SFWOMEN'S16568 SFFAMILY TLT162 A9.023 A9.025 A9.0217 5/8"5' - 0"7' - 9 1/4"2' - 4 1/4"6' - 10 1/2"5' - 0"13' - 4 7/8"5 5/8"1' - 5"5 5/8"12' - 6 1/8"2M8M62M12 A10.235' - 1"25a24M62M82M82M12ROLL DOWN METAL SECURTIY GATE3838M6T08T0811 5/8"5' - 8 1/2" 5 5/8" 9' - 4" 5 5/8" 26' - 5 1/4"7 5/8"33T0822A162.1A155.938M620205' - 1"5' - 1 7/8"5' - 1 7/8"17' - 0"20A159.10 A9.0172 SFMENS106A7' - 5 7/8"9' - 0"4' - 7 1/2" 6' - 3" 8' - 9"14' - 5"1' - 6"10' - 11"26' - 7 3/4"26' - 10"19' - 7 1/2"2M65' - 0"15' - 4"5' - 0 1/4"383' - 0"3 7/8"7 7/8" 3' - 8 1/4"38226 SFWOMENS106B32M62M6M6F2T08T08 A9.019' - 4"2' - 0"2' - 4"F2M64343F243F2 A10.2172020647 SFMEN'S121 A9.010 A9.0761' - 4"34' - 9 3/4"64' - 11"M6W1313' - 4" 16' - 0" 12' - 0"5' - 5 3/4"1"2' - 1"3' - 3 1/8" 6' - 4 3/4" 8' - 9 3/8" 18' - 1" 27' - 3"62' - 11 3/8" A9.051' - 2"F23316 A6.5 A10.2151059 SFWOMENS12243' - 6"4' - 1 3/4"3' - 6"4' - 1 3/4"3' - 6 3/4"10' - 4 5/8"7' - 6 1/2"3' - 6 3/4"5' - 7 3/8"2' - 6"2' - 6"2' - 6"11' - 0"6' - 10 3/8"5' - 8"MIN3' - 0"MIN5' - 0"TYP.2' - 11"3' - 0" MIN5' - 0" MINWELLNESSROOM119FAMILYRESTROOM120A119.1A120.19' - 1 3/4"9' - 0" 9' - 4"8' - 10" 8' - 10 3/8" 45' - 3"20383838202018' - 0"F2M6M6M8M6 A9.0152' - 1" 6' - 3 3/4"18' - 4"17' - 0"T083' - 8"TYP.3' - 0"3820T085' - 10"1' - 6"3' - 8"TYP3' - 0"MIN3' - 0"MIN5' - 0"1' - 8"1' - 8"8' - 8 7/8"STAINLESS STEEL CASE OPENING A10.215Sim A9.01113205 SFWET TEAM RR1245 5/8"11 3/4"5 5/8"6' - 8 3/8" 7 5/8" 11' - 3 3/8" 7 5/8"6' - 0"3' - 4"3' - 0"7 5/8"11' - 8 3/8"7 5/8"21' - 2"2M82M82M82M62M8M4 A10.23A124.1A124.23' - 0"1' - 3 1/8"3' - 1 1/2"1' - 3 3/4"3' - 0"6' - 8 1/4"8' - 1 3/4"5' - 0"3 1/2"3' - 6" A9.0920136 SFREFEREE RR1467 5/8"8' - 4 3/8"7 5/8"2M82M82M82M8M4A146.1 A10.237 5/8"8 3/4"7 5/8"13' - 11 3/8"3 5/8"2' - 9"7 5/8"11 3/4"7 5/8"21' - 3"1' - 0"3' - 1"1' - 0"3' - 3 3/8"52 SFFAMILY RR106381A106.12033 A10.216NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED FLOOR PLANS-RESTROOMSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.010/13/2023220025.00C2023-151/4" = 1'-0"4ROOM 132 -MAIN TEAM ROOM -ENLARGED1/4" = 1'-0"5ROOM 128 -TLT -ENLARGED1/4" = 1'-0"8ROOMS 141 & 142 -TLT -ENLARGED1/4" = 1'-0"9ROOM 139 -WET TEAM ROOM RR -ENLARGED1/4" = 1'-0"3FIRST FLOOR PLAN -NORTH EAST RESTROOMS -ENLARGED1/4" = 1'-0"1ROOMS 106A/B - ENLARGED1/4" = 1'-0"2FIRST FLOOR PLAN -WEST RESTROOMS -ENLARGED1/4" = 1'-0"6ROOM 124 -WET TEAM ROOM RR -ELEVATION1/4" = 1'-0"7ROOM 146 -REFEREE RR -ENLARGEDKEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER4 FLOOR SINK WITH FRP PANEL TO 4'-0" A.F.F. (2) SIDES20 JUMP SEAT33 ADA PUSH BUTTON DOOR OPENER38 BABY CHANGING STATION, PROVIDE ADJ ASCENT COAT HOOK AT 48" AFF39 TRASH AND RECYCLING - FF&E43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1T07 PAPER TOWEL DISPENSER, SURFACE MOUNTEDT08 ELECTRIC HAND DRYER1/4" = 1'-0"10ROOM 106 -FAMILY RESTROOM -ENLARGED10/04/2023BID DOCUMENT SET
GCHCHCH
CH
CH HCSA159.4A160.1A160.210" 8' - 0" 7 5/8" 10' - 0 3/8"7 5/8"29' - 11 3/4"7 5/8"45' - 6 3/8" 11 5/8"10"17' - 10 3/8"7 5/8"8' - 8"15' - 11" 3' - 4"10 5/8" 1' - 1 1/4"3' - 4" 19' - 4 3/4" 3' - 3" 2' - 10 3/4"1' - 5 7/8"3' - 4"96' - 3 3/8"2M82M82M12 A7.125 A7.125 A7.1257 5/8" 22' - 6" 12' - 0" 12' - 0"1' - 8 3/4"2' - 0 1/4"A159.3A160.4A160.3A159.11175 SFLOADING/RECEIVING/STORAGE160797 SFWARMING ROOM159273 SFSTORAGE158143 SFELECTRIC15730128' - 0"69 SFAV CLOSET157 (A) A7.127F4A158.1A157aA157.1A159.2A157.2F426' - 5 1/2"SEE FOOD SERVICE SHEET FS101 FOR EQUIPMENT PLANFOOD SERVICE EQUIPMENT WILL BE UNDER SCOPE OF FF&E2M842 SFJ.C.163A163.17 5/8"7' - 0 3/8"7 5/8"2' - 0 1/8"414' - 4"3' - 4"10' - 4"20' - 6"6' - 8"9' - 8 1/8"2M82M82M83' - 0"1 A5.0 A9.1116' - 4" 14' - 8" 7' - 0"12' - 8"2' - 5 3/4"12' - 0"16' - 0"12' - 0"8' - 0"63' - 11 3/4"20' - 0"43' - 11 3/4"28' - 0"14' - 6" 14' - 9 3/8"12' - 8"21' - 5"6' - 5 1/8"21' - 4 1/4"5' - 6"11' - 8 1/4"3' - 4"10"5' - 6"12' - 3"3' - 4"4"A104.1A102.1A103.1A105.1W8W10W10A2D4bA2A2A235353939152 SFSTOR104171 SFFIRST AID105665 SFMEETING ROOM(B)103666 SFMEETING ROOM(A)10249' - 9 5/8"5' - 0"7' - 0 3/4"A12 A9.112A2A1A2A2A2A2A2A2A109.1A110.1A111.1A112.117' - 6" 18' - 9" 11' - 8" 16' - 9"5' - 0" 20' - 8 1/4" 4' - 0" 20' - 7 1/2" 6' - 6"64' - 8"8' - 10"7' - 0"11' - 0"26' - 10"12 A10.2 A9.1239F22' - 0" 7' - 3"2' - 0" 6' - 6"5' - 6" 4' - 5 1/8" 14' - 10 1/4" 4' - 10 7/8" 8' - 8 3/4" 2' - 0" 6' - 6"3935A2A1bA1A107.1A107.2A107.3SKATE SHARPENER3' - 6"2' - 0 1/2"1' - 3 1/4"3' - 8"15' - 4 1/4"BL2BL4BL3BL33' - 0" 5' - 2 1/4"30' - 3 1/2" 20' - 0 1/4" 2' - 10" 3' - 8" 7' - 3"2' - 0 1/2"BL1BL1BL1350 SFSKATE RENTAL108371 SFADMIN112112 SFOFFICE110158 SFOFFICE111240 SFCHECK-IN/RENTAL107101 SFCOPY AREA112 (A)4' - 8"4' - 8"4' - 8"4' - 4 7/8"A1A1b5' - 8"2' - 1 1/2"9' - 11"97399714 A7.515 A7.542" HIGH WING WALL104 A9.131' - 4"APPLY PLAM TO INTERIOR FACE OF WALLWATERFALL SOLID SURFACE ON ADA HEIGHT SIDE OF WING WALL5' - 0 1/2" 4' - 0" 20' - 0" 6' - 0" 2' - 4" 6' - 0" 13' - 6" 6' - 0" 1' - 9 1/2"43PROVIDE COAT HOOK OFFICE DOORPROVIDE COAT HOOK OFFICE DOOR A9.1131' - 5 3/8"A243184 SFBREAKROOM1091 A5.11 A5.0A115.1A114.1A116.1A115.3A115.2A2A2A2A2A229' - 4 1/4" 8' - 11"38' - 3 1/4"26' - 8" 11' - 0"8' - 10"5' - 8"2' - 3"8' - 10 1/8"4' - 10 3/8"30' - 5 1/2" A7.12944' - 0"9' - 5 1/4"59 SFJ.C.114153 SFBEER SALES116196 SFCONCESSIONS115 (B)481 SFFOOD PREP115 (A)53 SFELECTRICAL113A116.2A2A2A2 A9.1511' - 7" 7' - 1 1/2"7' - 4 3/4"1' - 8"4' - 0 3/4"1' - 8"18' - 7 1/4"6' - 0"SEE FOOD SERVICE SHEET FS101 FOR EQUIPMENT PLANFOOD SERVICE EQUIPMENT WILL BE UNDER SCOPE OF FF&EA113.143434310510577 SFLOCKERALCOVE101 (A)82.00°7' - 5"12' - 0"18' - 7 1/2"A2PROVIDE MOP SHELF ABV.NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED FLOOR PLANS-ADMINISTRATION ANDCONCESSIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.110/13/2023220025.00C2023-151/4" = 1'-0"3FIRST FLOOR PLAN -LOADING/ RECIEVING -ENLARGED1/4" = 1'-0"4FIRST FLOOR PLAN -MEETING ROOMS-ENLARGEDKEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER4 FLOOR SINK WITH FRP PANEL TO 4'-0" A.F.F. (2) SIDES30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O35 WALL MOUNTED TV SCREEN39 TRASH AND RECYCLING - FF&E43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.197 SKATE STORAGE RACKING - FF&E ITEM104 FF&E ITEM105 RENTABLE LOCKERS- FF&E ITEM - PLASTIC LAMINATE TO MATCH ADJACENT CUBBIES1/4" = 1'-0"2FIRST FLOOR PLAN -SKATE RENTAL/ADMIN -ENLARGED1/4" = 1'-0"1FIRST FLOOR PLAN -CONCESSIONS-ENLARGEDREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDNCHCHCHCHCHCHCHCHCHCHCHCDNCHCHCHCHCHCHCHCHCHCHCHCDNCHCHCHCHCHCHCHCHCHCHCHCDNCHCHCHCHCHCHCHCHCHCHCHCDNCHC190' - 0"103' - 8"12' - 2"60' - 0"44' - 0"60' - 0"12' - 2"13' - 6" 30' - 0" 13' - 4" 30' - 0"30' - 0"20' - 0"30' - 0"19' - 0"30' - 0"20' - 0"30' - 0"20' - 0"14' - 9 3/4" 60' - 0"454545454545454517' - 0"36' - 0"14' - 0"36' - 0"13' - 0"36' - 0"14' - 0"36' - 0"17' - 0"52' - 0"52' - 0"10' - 6" 36' - 0" 7' - 4" 36' - 0" 13' - 10"188' - 4"8 A7.412' - 0"105' - 4"8989898989479898989847473' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"30' - 0"104' - 0"30' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"27' - 0" 30' - 0" 30' - 0" 22' - 0"SEE SHEET R101 & R503 FOR VOLLEYBALL SLEEVES WITHIN ICE SYSTEM190' - 0"103' - 8"TRENCH DRAINFLOOR DRAIN454545454545454589898989894798989898474783a837' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"8' - 2" 84' - 0"10' - 2" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"10' - 2"44' - 0"18' - 0"44' - 0"18' - 0"44' - 0"10' - 2"13' - 6" 30' - 0" 13' - 4" 30' - 0"12' - 2"60' - 0"44' - 0"60' - 0"12' - 2"16' - 0" 84' - 0" 19' - 0" 84' - 0" 16' - 0"19' - 9 3/4" 50' - 0" 27' - 0"20' - 0"30' - 0"20' - 0"30' - 0"19' - 0"30' - 0"20' - 0"30' - 0"20' - 0"14' - 9 3/4" 60' - 0" 22' - 0"5' - 1 5/8" 20' - 0" 10' - 0" 20' - 0" 10' - 0"20' - 0"12' - 0"29' - 2"44' - 0"14' - 4"44' - 0"14' - 4"44' - 0"29' - 2"190' - 0"103' - 8"188' - 4"454545454545454589898989894798989898474710' - 2"44' - 0"18' - 0"44' - 0"18' - 0"44' - 0"10' - 2"10' - 2" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"4' - 9 3/4" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"12' - 0"29' - 2"44' - 0"14' - 4"44' - 0"14' - 4"44' - 0"29' - 2"MIN3' - 0"84' - 0"MIN3' - 0"MIN3' - 0" 50' - 0"MIN3' - 0"MIN3' - 0" 30' - 0"MIN3' - 0"MIN6' - 0"60' - 0"MIN6' - 0"3' - 0" 20' - 0" 3' - 0"VARIES6' - 10"44' - 0"VARIES6' - 10"REGULATION BASKETBALL COURT (50x84)REGULATION VOLLEYBALL COURT (29.5x59)REGULATION PICKLEBALL COURT (20x44) 2"LINE OVERLAY HIERARCHY DIAGRAM190' - 0"103' - 8"7' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"16' - 0"84' - 0"19' - 0"84' - 0"16' - 0"19' - 9 3/4" 50' - 0" 27' - 0"SCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATING4545454545454545188' - 4"103' - 8"8989898989479898989847474' - 8"3' - 6"8' - 2"3' - 4"5' - 8 3/4"8' - 2" 84' - 0"5' - 9 3/4"5' - 9 3/4"3' - 4"12' - 6"12' - 6"3' - 4"SEE DASHER BOARD DRAWINGS FOR DETAILS454545454545454589898989897' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"8' - 2" 84' - 0"
NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1" = 20'-0"ENLARGED FLOOR PLANS-SPORT COURTSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.210/13/2023220025.00C2023-151" = 20'-0"6REGULATION VOLLEYBALL COURT DIAGRAM1" = 20'-0"5LINE OVERLAY DIAGRAM1" = 20'-0"4REGULATION PICKLBALL COURT DIAGRAM1" = 20'-0"2COURT SIZES1" = 20'-0"7REGULATION BASKETBALL COURT DIAGRAM1" = 20'-0"3INDOOR TURF (WITH DASHER BOARDS)KEYNOTES PER SHEET#45 PERMANENT SPORT COURT WALL PADDING- MOUNTED 1' - 0" AFF 6' - 0" TALL PADS. PADS LOCATED ON A CORNER SHOULD BE MOUNTED ALIGNED WITH FINISHFLOOR AND UP 7' - 0" AFF47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING.83 TEMPORARY RUBBER TILE FLOORING83a PERMANENT RUBBER TILE FLOORING89 SCOREBOARD BY OTHERS98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITIONWALL IS IN USE.10/04/2023BID DOCUMENT SET
UPDNHCHCHCGCHCHCH
CH
CH CHCS1 A5.1LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167RESURFACER/SHOPTOOLS/LAUNDRY170REFRIGERATION172Y.H. STORAGE137ELEC134MAIN COACH133WOMEN'S165F.S. STORAGE175MULTI-USECONVENTIONSPACE156MULTI-PURPOSEAREA154NE COURT YARD84' - 4 3/4"11' - 10 1/8"95' - 5 3/4"46' - 11 1/8"4 A5.03 A5.0ABEFHJKMPQCDN1232 A5.1F.3F.9GG.8LL.6M.4SE COURT YARD89' - 4"MALLCONNECTION164MECHANICAL168STORAGE135(A)MERCYHEALTHARENA136METER/RISER179MAIN TEAMROOM132WET TEAMROOM #1138ICE RINKCIRCULATION135PASSAGE144F.4F.6ELECTRICAL169TEMP STORAGE174HOCKEYSTORAGE173IT/GENSTORAGE176M.38' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4" 31' - 7" 23' - 4 3/4" 10' - 2" 4' - 5" 39' - 1 1/2" 2' - 6" 18' - 10"404' - 0"83' - 1" 56' - 2 1/2" 18' - 10"28' - 0"8' - 0"58' - 8 1/2"19' - 9 1/2" A8.34VERIFY EXISTING CONSITION44' - 0"L.4L.8AV CLOSET157 (A)VESTIBULE171AV CLOSET167 (B)ICE RINKCIRCULATION135CLOSET172(A)L.7NE SESWNWBUILDING DIAGRAMNOT TO SCALE1 A5.1EFHJKCD12F.3F.9GG.8L46' - 11" 50' - 9" 40' - 0"28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4"12' - 0"12' - 3 3/8"50' - 11 3/4"F.4F.6120' - 0"8' - 8"A164.234' - 7"GENERAL NOTE: AFTER DEMO -FIELD VERIFY THE MALL FINISHED FLOOR ELEVATION & PROVIDED WSCC FINISHED FLOOR GRADE MATCH. NOTIFY ARCHITECT FOR INFORMATION IF NECESSARYVERIFY CONDITION OF INTERIOR WALL AND REFINISH TO MATCH EXISTING IF ANY DAMAGE OCCURS DURING CONSTRUCTION. 1 A6.52 A6.53 A6.55 A6.54 A6.512' - 9 1/2"135.00°135.00°EXISTING WALL OF MALLEXISTING WALLNEW INFILL CMU/ INTERIOR TO FINISH TO ALIGN WITH INTERIOR OF THE MALLOPENING TO ICE ARENA ENTRANCE3 A6.54 A6.517' - 2 5/8" 17' - 4 3/8"14' - 0"<CLG 01>EXISTING4 A5.01F.9F.6MATCH CERAMIC TILE FLOOR MALL FLOORING AND SHALL INSTALL TILE FULL WIDTH OF ENTRY IN LOCATION INDICATED. ALIGN JOINTS WITH JOINTS IN MALL CONCOURSE FLOOR. MALL DEVELOPER TO EXTEND CONCOURSE FLOORING TO THIS POINT AND PROVIDE OR REPAIR EXPANSION JOINT AS NEEDED. NEW CMU & GYP. WALL TO COVER SEARS OPENING. MATCH EXISTING MALL INTERIOR.PRECAST OVERHEAD1' - 1 1/2"2M8135.00°135.00°COLUMN -SEE STRUCTURALEXISTING EXTERIOR MALL2" GAP10" PRECAST WALLEXISTING MALL5' - 5" 13' - 10" 20' - 9"GENERALBUILDINGSTORAGE167MALLCONNECTION16410COLUMN -SEE STRUCTURALDISTANCE FROM OUTSIDE OF EXISTING FOUNDATION WALL TO EXIST COL 103 A6.54 A6.5NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMALL CONNECTIONLAYOUT PLAN -NE & SEWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.310/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -NE & SE QUAD -COURT YARD1/8" = 1'-0"2MALL CONNECTION1/4" = 1'-0"3MALL ENTERENCE ELEVATION1/4" = 1'-0"4ENLARGED PLAN AT MALL CENNECTION TRANSITION10/04/2023BID DOCUMENT SET
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7
T
e
c
t
o
n
i
c
C
o
p
y
r
i
g
h
t
2
0
0
7 A7.3318 E.Q TREADS @11" MIN16' - 6"4' - 0"18 E.Q TREADS @11" MIN16' - 6"4' - 0"3 A8.4H3G.8A200.1A200.24' - 0" 1' - 0" 4' - 0"10"4' - 2"10"5' - 8"6 E.Q. TREADS @ 11" MIN6' - 5" 9' - 4"4' - 0"9 E.Q. TREADS @ 11" MIN.7' - 4"5' - 8"7' - 6"7' - 8"14 E.Q. TREADS @ 11" MIN.12' - 10"4' - 0"9' - 2 1/2"STAIR FABRICATOR TO SPECIFY STAIRS AND SUPPORT SYSTEM20' - 6"4' - 2"12' - 1" 9' - 4"3 E.Q TREADS @11" MIN2' - 9" 5' - 4"18 E.Q TREADS @11" MIN16' - 6"6' - 0"HANDRAIL RETURN TO GUARDHANDRAIL RETURN TO GUARD2M12CLEAR HEIGHT6' - 8" MIN.6' - 10 1/2" 4' - 5"2' - 3"7' - 4"14 E.Q. RISERS @ 7" MAX.12' - 6"CLCL7 EQ. RISERS @ 7" MAX.3' - 10"5' - 1" 11' - 11" 7' - 11 5/8" 6" 4 3/8"4' - 2"7 E.Q. TREADS @ 11" MIN.6' - 5" 14' - 1"11' - 6"1' - 0"STAIR FABRICATOR TO SPECIFY STAIRS AND SUPPORT SYSTEM463013' - 2"FIRST FLOOR100' -0"MEZZANINEFLOOR LEVEL112' -6" A7.346"6"6"6"902' - 9" 7' - 2" 2' - 9" 2' - 9" 2' - 9" 2' - 9" 2' - 9" 3' - 6 1/4"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"2' - 0"11" 11" 11"7"7"7"5' - 5 5/8"10' - 5"11" 11" 11"TYP.TYP.1 A8.4LANDING5' - 4"18 E.Q TREADS @11" MIN16' - 6"6' - 0"9' - 1 3/4" A7.333 E.Q TREADS @11" MIN2' - 9"4' - 6 5/8"R 27' - 11 3/4"12 E.Q TREADS @11" MIN11' - 0"4' - 0"6 E.Q. TREADS @ 11" MIN.5' - 6"4' - 0"6 E.Q. TREADS @ 11" MIN.5' - 6"4' - 0" A7.3318 E.Q TREADS @11" MIN16' - 6"4' - 0"A170.4 A7.476" BOLLARD DIM.TYPICAL @ D.I.DFOUNDATIONEXT.DOOR - OVERHEAD12' X 12' A7.121 A7.1201' - 6"A156.5 A7.471' - 6"6"6"EXTERIOR BOLLARDSFIRST FLOOR100' -0"HG.8MEZZANINEFLOOR LEVEL112' -6"16' - 3"7' - 2"5' - 0"425' - 4"7' - 2"HOIST BEAM12' - 10"<FLOOR 01><INSUL 03><8" CMU 02>PROVIDE STEEL WALL MOUNTED ACCESS LADDERPACK SOLID WITH 1 HOUR RATED FIRE SAFING1' - 9 7/8"95 ' -0"B/O SOFFITKL19' - 2 3/4"633 A8.4H3G.89' - 2 1/2"MATCHLINE BBA135.2STAIR FABRICATOR TO SPECIFY STAIRS AND SUPPORT SYSTEMNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED FLOOR PLANSAND SECTIONS -STAIRSAND O.H. DOORSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.410/13/2023220025.00C2023-151/4" = 1'-0"9NW -Seating Assembly Stairs -Lower1/4" = 1'-0"11STADIA SEATING ACCESS STAIR -FIRST FLOOR -NE1/4" = 1'-0"12MULTIPURPOSE AREA EGRESS STAIR MEZZANINE FLOOR PLAN -NE1/4" = 1'-0"5MAIN RINK STAIR FIRST FLOOR PLAN -SW1/4" = 1'-0"3MULTIPURPOSE AREA EGRESS STAIR SECTION -NE1/4" = 1'-0"1MAIN RINK STAIR SECTION -SW1/4" = 1'-0"8MAIN RINK STAIR MEZZANINE FLOOR PLAN -SW1/4" = 1'-0"14STADIA SEATING ACCESS STAIR 2 -SE1/4" = 1'-0"10STADIA SEATING ACCESS STAIR 1 -SE1/4" = 1'-0"6STADIA SEATING ACCESS STAIR 2 -NE1/4" = 1'-0"15STADIA SEATING ACCESS STAIR -NE1/4" = 1'-0"16RESURFACER ROOM -OVERHEAD DOOR1/4" = 1'-0"13MULTI-USE CONVENTION SPACE -OVERHEAD DOOR1/4" = 1'-0"4ELEVATOR PITKEYNOTES PER SHEET#30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O42 HYDRAULIC PASSENGER ELEVATOR46 ROOF ACCESS LADDER, WALL-MOUNT GALVANIZED STEEL LADDER (PAINT)ON EACH SIDE OF THE PARAPET WALL (2ND LADDER ONLY REQUIRED ONTHE ROOF SIDE OF THE PARAPET DEPENDING UPON THE PARAPET HEIGHT)W/PLATFORM, 3'-6" HIGH HANDRAILS ABOVE PLATFORM63 RACKING PROVIDED BY YOUTH HOCKEY90 STADIA SEATING BY PRECAST<8" CMU02>8" CMU 1 HOUR RATED W/HORIZONTAL REINFORCING @ 1'-4" O.C.VERTICALLY<FLOOR01>REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTEDGRANULAR FILL<INSUL03>1/2" EXPANSION FELT1/4" = 1'-0"2MAIN RINK STAIR SECTION -NE1/4" = 1'-0"7MULTIPURPOSE AREA EGRESS STAIR FIRST FLOOR PLAN -NE10/04/2023BID DOCUMENT SET
HCHCHCHCDNDNHCHCHCDNFIRST FLOOR100' -0"PL.82' - 10 1/2"2' - 0"1' - 0"FIRST FLOOR100' -0"T.O. LOW WALL116' -6"MEZZANINEFLOOR LEVEL112' -6"EMBED BALUSTER INTO CONCRETE RAMPL.82' - 0"3' - 0"2' - 2"FIRST FLOOR100' -0"DASHER BOARDS BEYONDTRIM SPACE BETWEEN RAMP AND DASHER BOARD SO THERE IS NO GAPTYP.EMBED BALUSTER INTO CONCRETE RAMPEXTEND 1' -0" PAST RAILL.42' - 0"1SK1.4FIRST FLOOR100' -0"RAMP AND SUPPORTS BY BLEACHER MANUFACTURER10"3' - 0"2' - 10"29' - 10"FF.35' - 0"24' - 0 1/4"5' - 0"5' - 0" 10' - 0"1" / 1'-0"[No Slope]1" / 1'-0"DN2 A8.510" 12' - 0"5' - 0 3/4" 6' - 11 1/4"2M851" / 1'-0"24' - 0"R 27' -11 3/4"1' - 0"15' - 11 5/8"9' - 7 7/8" 1' - 0"4 A8.51 ' - 0 "28' - 10"1' - 0"WALL MOUNTED HANDRAIL WITH NO BALUSTERS L.425' - 1 3/4"2M8P37 A8.55 A8.51" / 1'-0"1" / 1'-0"1' - 0" 24' - 0" 1' - 0" 8' - 0" 1' - 0" 17' - 9" 6' - 3"1' - 0"7' - 2"A135.1W20BL21' - 0" 5' - 2"1' - 0"20' - 6 7/8"R 27' -11 3/4"WALL MOUNTED HANDRAIL WITH NO VERTICAL BALUSTERL.81' - 0" 17' - 7 1/2" 7' - 4 1/2" 4' - 6" 6' - 5"2M12NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED FLOOR PLANSAND SECTIONS -RAMPSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.510/13/2023220025.00C2023-151/4" = 1'-0"7SE QUAD RAMP SECTION -EAST1/4" = 1'-0"5SE QUAD RAMP SECTION -WEST1/4" = 1'-0"4SW QUAD RAMP SECTION -EAST1/4" = 1'-0"2FIRST FLOOR PLAN -NW QUAD -RAMP SECTION1/4" = 1'-0"3FIRST FLOOR PLAN -NW QUAD -RAMP1/4" = 1'-0"1FIRST FLOOR PLAN - SW QUAD -RAMP1/4" = 1'-0"6FIRST FLOOR PLAN - SE QUAD -RAMPGENERAL RAMP NOTES1. SLOPE OF RAMPS TO BE AN ACCORDANCE WITH IBC SECTION 10122. HANDRAILS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS ON BOTH SIDES. 3.HANDRAILS ALONG RINK DASHER COARDS SHALL MATCH THE CURVATURE OF THE RINK AS BUILT.10/04/2023BID DOCUMENT SET
F123F.3GGENERAL BUILDING STORAGE2606 SFF.6TWO SETS OF TIRES STACKED 6 HIGH PROVIDED BY YOUTH HOCKEY2479 SFGENERALBUILDINGSTORAGE167503 SFWOMEN'S165468 SFMEN'S16668 SFFAMILY TLT162224 SFHOCKEYSTORAGE17384 SFTEMP STORAGE17498 SFF.S. STORAGE17598 SFIT/GENSTORAGE1767 5/8"8' - 5 3/4"7 5/8"8' - 6"10"7' - 4 3/8"7 5/8"10" 11' - 6 5/8" 7 5/8"11 5/8" 11' - 5" 7 5/8" 30' - 4 3/8" 7 5/8"10"19' - 7 7/8"11 5/8"27' - 2"68697273716667662 A5.72 A5.58' - 10" 11' - 10 1/2" 2' - 4 1/4" 13' - 4 7/8" 12' - 1 7/8"6' - 8 1/8" 37' - 4 1/8" 51' - 7 3/8"135.00°135.00°9' - 1 3/8" 9' - 1 5/8" 8' - 2 3/8" 28' - 3 1/4" 12' - 1 7/8"135.00°BOLLARDS2 A6.53 A6.55 A6.54 A6.554 SFAV CLOSET167 (B)MALLCONNECTION16436' - 5 5/8"5' - 0"8' - 2 7/8"1' - 5"12' - 4 1/8"71' - 1 3/4"15' - 4 3/8"5' - 9 3/8"7 5/8"13' - 2 7/8"HJK31443 SFRESURFACER/SHOPTOOLS/LAUNDRY1704 INTERMEDIATE SIZE NETS BY OWNER666' - 11 1/4" 6' - 1 3/8" 9' - 1 1/4" 6' - 1 3/8"1 1/4"135.00°135.00°1 3 5 .0 0 °135.00°18' - 4" 8' - 10"13' - 0 3/8" 6' - 2" 7' - 11 5/8"A171.1A172aA171.277 SFVESTIBULE17118 SFCLOSET172(A)154 SFSTORAGE135(A)OPEN PITSLOPE TOWARDS DRAIN2" RECESS PITCH FOR DRAIN2' - 0"2' - 0"SLOPE TOWARDS DRAIN7' - 2" 21' - 3"28' - 0"6' - 7 1/2" 7 5/8" 3' - 2 1/4"1M8NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED FLOOR PLANS-YOUTH HOCKEY &STORAGE ROOMSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.610/13/2023220025.00C2023-151/4" = 1'-0"2ENLARGED YOUTH HOCKEY EXTENDED STORAGE1/4" = 1'-0"1ENLARGED YOUTH HOCKEY NET STORAGE -MAIN ARENAKEYNOTES PER SHEET#66 4 REGULATION NETS67 TEMP BOARDS PROVIDED BY YOUTH HOCKEY - 192 LINEAR FEET68 TURF CARTS - 14 TOTAL 15' X 48" ROLLS69 PLEXI GLASS CARTS - 6 TOTAL 8' X 5' CARTS71 DASHER BOARDS 10 TOTAL 8'X8' DASHER CARTS72 HIGH DENSITY POLYPROPYLENE STACKING CHAIR - 320 CHAIRS REQ: 40 PER DOLLY73 60" ROUND FOLDING TABLE - DINING: 40 TABLESREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
JK1 A8.729' - 4 1/2" 7 3/4"7 3/4"20' - 7 1/2"2' - 3"6"2' - 9"Y.H STORAGE582 SF29' - 4 3/8"0"2' - 0" DEEP BY 5' - 0" HIGH RACKINGA137.12 A8.41175 SFLOADING/RECEIVING/STORAGE16027' - 2"10"43' - 10 1/4"727475788177781011021007 5/8"1' - 0 1/2"11 5/8"JK21' - 3"23' - 3 1/2"11"11' - 7"11"4' - 4"1' - 9"1' - 9"1' - 9"2' - 0"5' - 2"3' - 5"22' - 10 3/8"7 5/8"6' - 4"PASSAGEY.H STORAGEMEZZANINESEATINGPLEXI ON ICE RINK WALLSTRUCTURAL FRAMING GIRDER - 96LHPV ARRAYRACKING BY YOUTH HOCKEY FOAM DIVIDERS BY YOUTH HOCKEY 1 A6.512' - 5 7/8"NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"ENLARGED SECTION ANDPLANS -YOUTH HOCKEYROOMSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.710/13/2023220025.00C2023-15KEYNOTES PER SHEET#72 HIGH DENSITY POLYPROPYLENE STACKING CHAIR - 320 CHAIRS REQ: 40 PER DOLLY74 RECTANGULAR FOLDING TABLE - ANCILLARY SHADE - 96" X 24"75 VOLLEYBALL EQUIPMENT77 RECTANGULAR FOLDING TABLE - 1 PER BOOTH - 96" X 24"78 STORAGE TRANSPORTATION CARTS81 SKATE ASSIST STORAGE100 20' X 48" OVERALL MOVEABLE PLATFORM STORAGE101 MOVEABLE PLATFORM STEPS STORAGE (3 TOTAL)102 MOVEABLE PLATFORM RAMP STORAGE (3 TOTAL)1/4" = 1'-0"2ENLARGED YOUTH HOCKEY ROOMS -FLOOR PLAN #11/4" = 1'-0"3ENLARGED YOUTH HOCKEY NET STORAGE -FLOOR PLAN SHIPPING/RECIEVING1/4" = 1'-0"1MEZZANINE / Y.H STORAGE / SEATING -SECTIONREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDNGCHCHCHCHCH CHCSHCHCHCHCHCHCHCHCHCHCDNGCHCHCHCHCH CHCSHCHCHCHCHCHCHCHCHCHCDNGCHCHCHCHCH CHCSHCHCHCHCHCHCHCHCHCHCDNGCHCHCHCHCH CHCS10' - 0"WARMING ROOM15914' - 8"LOADING/RECEIVING/STORAGE16064 ROWS OF 22 CHAIRS = 1,408 TOTAL SEATS20 X 50 PLATFORM15 NET/PERSONOCC = 6774 ROWS OF 21 CHAIRS = 1,554 TOTAL SEATS20' X 48' PLATFORM15 NET/PERSONOCC = 67FIXED SEATINGOCC. = 2425' - 0"9' - 10 5/8"6' - 1 5/8"16x20 PLATFORM15 NET/PERSONOCC = 1434 ROWS OF 12 CHAIRS = 408 TOTAL SEATS12616' - 0"7' - 6"16' - 0"7' - 11 3/4"8' - 0"12272' - 0" 13' - 8"33 8'x12' BOOTHS14x20 STAGE15 NET/PERSONOCC = 1932 TABLES-256 SEATS10' - 0"WARMING ROOM15914' - 8"LOADING/RECEIVING/STORAGE160OCC. = 22134 ROWS OF 21 CHAIRS = 714 TOTAL SEATS20 X 50 PLATFORM15 NET/PERSONOCC = 67121210FIXED SEATINGOCC. = 24234 8'x12' BOOTHSOCC. = 4844' - 11 3/8"12' - 4"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"8' - 0" 10' - 0" 72' - 0"121212121212222TOTAL = 88 61212121212121011' - 9 3/4" 72' - 0" 13' - 0"20' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"12' - 0"16' - 0"15' - 0"10' - 0"WARMING ROOM15914' - 8"LOADING/RECEIVING/STORAGE16015 SF/PERSON NETOCC. = 727TOTAL = 82 15 SF/PERSON NETOCC. = 903FIXED SEATINGOCC. = 24210' - 0"WARMING ROOM15914' - 8"LOADING/RECEIVING/STORAGE16016x24PLATFORM15 NET/PERSONOCC. = 23 114 TABLES-912 SEATSTOTAL= 125 TABLES -1000 SEATS12x30PLATFORM15 NET/PERSONOCC. = 248' - 1 1/8"15' - 6 3/4" 82' - 2"5' - 1 3/8"177' - 8 5/8"5' - 6"FIXED SEATINGOCC. = 2428' - 0"NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1" = 20'-0"ENLARGED FLOOR PLANS-CONVENTION DIAGRAMSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.810/13/2023220025.00C2023-151" = 20'-0"2LARGE CONVENTION -MAX SEATING DIAGRAM1" = 20'-0"3MULTIPLE CONVENTIONS -COMBINATION DIAGRAM1" = 20'-0"1LARGE CONVENTION -BOOTH SETUP DIAGRAM1" = 20'-0"4LARGE CONVENTION -DINING TABLE DIAGRAMTOTAL OCCUPANTS: 2,188 TOTAL OCCUPANTS: 3,654TOTAL OCCUPANTS: 2,674 TOTAL OCCUPANTS: 2,51710/04/2023BID DOCUMENT SET
JA202.1A202.26 A8.9M8W16W161' - 0"32' - 0"1' - 0"11' - 2" A8.942' - 5" 9' - 2"4' - 10 1/2"21' - 6"4' - 10 1/2"380 SFSPONSOR SUITE20234' - 0"43SHIM BACKER ROD AND SEAL WHERE MULLION MEETS COLUMN3 7/8"HOLD OFF SLAB EDGE 3" MIN8' - 0"PRESS BOX203A203.1A203.25 A8.9M8W16W1611' - 2"1' - 4"24' - 0" A8.9316' - 0"3 7/8"7 5/8"8' - 9"7 5/8"3 7/8"6' - 0"1' - 10" 7' - 6 1/8" 7 5/8" 2' - 4"AV CLOSET210A210.1BENCH SEATING2' - 4"3' - 0"2' - 9"3' - 0"25' - 4"11143SHIM BACKER ROD AND SEAL WHERE MULLION MEETS COLUMN3 1/2"HOLD 3" MIN OFF OF SLAB EDGE9' - 0"1"1' - 3"2' - 1" A7.35 A8.92 A8.9212' - 8"7 5/8"6' - 5"43DECORATIVE WOOD LOOK METAL PANEL TRIM9' - 0"GYP SOFFIT1' - 4"2' - 1"9' - 8" 2' - 1"11 5/8"6' - 4"9' - 0"1"1' - 3"434312' - 5"DECORATIVE WOOD LOOK METAL PANEL TRIM2' - 5"25' - 4"3' - 4"9' - 1"5' - 7 1/2" 10' - 8" 5' - 7 1/2" 1' - 8 1/2"1' - 8 1/2"43WOOD ACCENT TO MATCH ENTRY1' - 6"4"3' - 6"34' - 0"3' - 4"9' - 1"1' - 4 1/2" 4' - 10 1/2" 21' - 6" 4' - 10 1/2" 1' - 4 1/2"TV MOUNTED 5' -4" AFFENGINEERED QUARTZ COUNTER ON IN-WALL SUPPORT BRACKETS AND WATERFALL EDGEUNDERCOUNTER REFRIGERATOR PROVIDED BY OWNER434"2' - 6"TRANSPARENT BACKSPLASH ON SOLD SURFACE COUNTERTOP 3 5/8" METAL STUD5/8" MOISTURE RESISTANT GYPSUM BOARD10"X5" HSSMULLIONS BEYOND1' - 4"CLSTUD FACE7"109 ' - 0"B/O SOFFIT<CLIP ANGLE>LIGHT GAGE KICKERS AD REQUIRED5/8" MOISTURE RESISTANT GYPSUM BOARD ON 3 5/8" METAL STUD FRAMING AT 1' - 4" O.C. (TYP)110 ' - 2 1/2"T/O HSSPROVIDE METAL STUD FRAMING TO HANG ACT SYSTEMPROVIDE STENCILED NOTE ON MOISTURE RESISTANT GYPSUM BOARD CAP, NO STANDING OR STORAGEPROVIDE PREFINISHED ALUMINUM TRIM RING AROUND COLUMN PENETRATION AT MOISTURE RESISTANT GYPSUM BOARD (TYP)MOISTURE RESISTANT ACOUSTIC CEILING TILEMIN1"NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedENLARGED FLOOR PLANSAND ELEVATIONS -SPONSOR SUITE ANDPRESS BOXWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.910/13/2023220025.00C2023-151/4" = 1'-0"8ROOM 202 -SPONSOR SUITE-ENLARGED1/4" = 1'-0"7ROOM 203 -PRESS BOX -ENLARGED1/4" = 1'-0"5PRESS BOX SECTION1/4" = 1'-0"6SPONSOR SUITE SECTION1/4" = 1'-0"3ROOM 203 -PRESS BOX BACK WALL -ELEVATION1/4" = 1'-0"4ROOM 202 -SPONSOR SUITE -ELEVATION1/4" = 1'-0"1ROOM 203 -PRESS BOX -ELEVATION1 1/2" = 1'-0"2SOFFIT DETAIL @ PRESS BOX AND SPONSOR SUITE10/04/2023BID DOCUMENT SET
T01T09T06T10T11T01T02T06T06T10T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T0638T12T20T05T07T0820T01T09T06T10T11T05T12T23T08T20T20W13T20T20T05T05T05T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T01T06T01T06T11T10T09T10T11T10T09T06T01T01T06T10T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T06T02T02T06T11T01T10T06T09T04T02T10T06T18T04T18T04T10T04T18T04T18T05T12T12T12T05T08T23T23T23T04T01T07T01T09T06T10T11T18T05T04T12T09T11T10T06T01T2386T24T11T22T04T18T06T05T12T01T09T10T11T2386T22T24T11 A7.55103aT01T09T06T10T11T05T12T23T24T116' - 11"86T12T05T01T09T06T10T11T23866' - 11"T22T24T11T20T05T20T05T20T05T2038T08T08T0820T20T05T20T20T20T20T05T05T0538T08T20T20T05T05T08T11T10T09T06T01T01T06T10T02T06T02T06T06T02T04T04T04T04T04T04T11T10T06T01T09T04T12T20T20T05T11T10T09T06T01T02T06T06T06T02T12T08T05T05T20T20T20T01T06T09T10T11T08T11T09T10T02T12T20T08T06T05BEYONDT07T12T07T05T20Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR ELEVATIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A9.010/13/2023220025.00C2023-151/4" = 1'-0"23ROOM 165 -WOMEN'S -ELEVATION 11/4" = 1'-0"21ROOM 162 -TLT -ELEVATION1/4" = 1'-0"14ROOM 128 -WOMEN TLT -ELEVATION1/4" = 1'-0"7ROOM 121 -MEN'S -ELEVATION 11/4" = 1'-0"6ROOM 122 -WOMEN'S -ELEVATION 21/4" = 1'-0"10ROOM 122 -WOMEN'S -ELEVATION 11/4" = 1'-0"25ROOM 166 -MEN'S -ELEVATION 11/4" = 1'-0"16ROOM 132 -MAIN TEAM ROOM -ELEVATION 21/4" = 1'-0"8ROOM 132 -MAIN TEAM ELEVATION 11/4" = 1'-0"17ROOM 139 -WET TEAM ROOM RR -ELEVATION 11/4" = 1'-0"18ROOM 139 -WET TEAM ROOM RR -ELEVATION 21/4" = 1'-0"11ROOM 124 -WET TEAM ROOM -ELEVATION 11/4" = 1'-0"13ROOM 124 -WET TEAM ROOM RR -ELEVATION 21/4" = 1'-0"9ROOM 146 -REFEREE RR -ELEVATION 11/4" = 1'-0"20ROOM 146 -REFEREE RR -ELEVATION 23/8" = 1'-0"26TYPICAL MOUNTING HEIGHTS1/4" = 1'-0"19ROOM 141 -WOMENS TLT -ELEVATIONKEYNOTES PER SHEET#20 JUMP SEAT38 BABY CHANGING STATION, PROVIDE ADJ ASCENT COAT HOOK AT 48" AFF86 PRECAST STADIA SEATING103a SPORTS EQUIPMENT HOOK ADA, 48" AFFT01 WALL MOUNTED TOILET, ADA COMPLIANTT02 WALL MOUNTED TOILET, STANDARDT04 FLOOR MOUNTED URINAL, ADA HEIGHTT05 SOAP DISPENSER, SURFACE MOUNTED.T06 TOILET TISSUE DISPENSER, DOUBLE ROLLT07 PAPER TOWEL DISPENSER, SURFACE MOUNTEDT08 ELECTRIC HAND DRYERT09 GRAB BAR - 36"T10 GRAB BAR - 42"T11 GRAB BAR - 18" VERTICALT12 FRAMELESS MIRROR WITH METAL CLIP FASTENERST18 24" DEEP WALL MOUNTED SOLID PLASTIC URINAL PARTITIONT20 THROUGH STYLE VANITY W/ ADA COMPLIANT SLOPED LOWER CABINETT22 SHOWER ADA SEATT23 WALL MOUNTED SINK W/ ADA COMPLIANT VANDAL GUARD SHROUDT24 GRAB BAR - WRAP AROUND SHOWER TRANSFER TYPE1/4" = 1'-0"16aROOM 132 -MAIN TEAM ROOM -ELEVATION 31/4" = 1'-0"25aROOM 166 -MEN'S -ELEVATION 21/4" = 1'-0"24ROOM 165 -WOMEN'S -ELEVATION 2ALL RESTROOM PARTITIONS SHALL BE CEILING MOUNTED1/4" = 1'-0"5ROOM 121 -MEN'S -ELEVATION 21/4" = 1'-0"1ROOM 106A -TOILETS -ELEVATION 11/4" = 1'-0"2ROOM 106B -TOILETS -ELEVATION 11/4" = 1'-0"3ROOM 106B -TOILETS -ELEVATION 21/4" = 1'-0"22ROOM 162 -FAMILT TLT1/4" = 1'-0"19aROOM 141 -WOMENS TLT -ELEVATION 21/4" = 1'-0"4ROOM 120 -FAMILY RM -ELEVATION 11/4" = 1'-0"15ROOM 119 -WELLNESS RM -ELEVATION 110/04/2023BID DOCUMENT SET
A118.1A118.2A118.3W3A114.1A115.1A116.12' - 6"4' - 10"2' - 8"7' - 0"437' - 8"359' - 3 1/8" 8' - 0" 4' - 1 1/2" 3' - 10" 4' - 5" 3' - 4"7"A117.5A117.2W12352"12' - 4"2"39' - 10 3/4"8' - 2"10' - 0"4' - 5 1/2"4' - 10 5/8"2' - 10 1/8"A117.4A117.3A115.2A.F.F19' - 4"9' - 4"10' - 0"43A117.12' - 8"4' - 10"2' - 6"1051057' - 4 1/2" 28' - 10 1/2" 12' - 8"48' - 11"MONITORSMONITORS4' - 0"3' - 4"7' - 3"2' - 0"6' - 6"2' - 0"6' - 6"2' - 0"34' - 9"3' - 4"1' - 6 1/4"4' - 9 3/4"13' - 7 1/2"4343W15W15W15A107.11' - 11 1/2"2' - 4 7/8"2' - 4 7/8"2' - 4 7/8" 2' - 4 7/8" 1' - 6 1/4"WOOD LOOK CEILING CLOUD ABOVE15' - 0"24' - 2 1/4"1' - 0"9' - 0"10' - 0"2' - 8"7' - 2"4"2' - 10"2' - 8" 2' - 8" 16' - 0 1/4"7' - 2"4"2' - 10"16' - 1" 2' - 8" 2' - 8"2' - 8"3535A102.1A103.13939T07T05T05T076' - 5 1/8"2' - 10"10"2' - 0" 6' - 6" 2' - 0" 8' - 1 1/2"7 1/4"4' - 6"4 7/8"14' - 4 1/2"4 7/8"4' - 6"7 1/4"4' - 10 3/4"A107.1W15W153' - 8"5' - 4"9' - 0"GYP WALL2' - 8" 1' - 6" 1' - 6" 1' - 4"7' - 0" 3' - 1 3/8"2' - 8 5/8" 3' - 0" 1' - 4" 3' - 1 3/8"2' - 10"4"1' - 10"2' - 6"T05T0739104104104105 8' - 2" 3' - 0"4"6' - 2"6"1' - 4"1' - 2"24 PLAM CUBBIES W VINYL BASE4"3' - 0"2"3' - 0"6"7' - 0"9' - 6"6"4" 9" 6" TYP REPEATING PATTERN11"9" 4" 11" 6"1 A7.5U CHANNEL TRIM ON EXPOSED EDGE OF TOP AND BOTTOM OF WOOD LOOK PANELS A7.521' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0" 10"6' - 3"3/4"TYP.8"3/4"PLAM SHOE CUBBY BASEPHONE LOCKERS11 A7.5113114115115a1' - 4"A105.1T05T07Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedINTERIOR ELEVATIONSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A9.110/13/2023220025.00C2023-15KEYNOTES PER SHEET#35 WALL MOUNTED TV SCREEN39 TRASH AND RECYCLING - FF&E43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1104 FF&E ITEM105 RENTABLE LOCKERS- FF&E ITEM - PLASTIC LAMINATE TO MATCH ADJACENT CUBBIES113 DIGILOCK CURVE 2-1/8" X 3-7/8"114 8"X10" PHONE LOCKERS115 COAT STORAGE/SHOE CUBBY HOOKS @66" A.F.F115a COAT STORAGE/SHOE CUBBY ADA @48" A.F.FT05 SOAP DISPENSER, SURFACE MOUNTED.T07 PAPER TOWEL DISPENSER, SURFACE MOUNTED1/4" = 1'-0"9ROOM 117 -ICE ARENA LOBBY -SOUTH1/4" = 1'-0"7ROOM 117 -ICE ARENA LOBBY -WEST1/4" = 1'-0"8ROOM 117 - ICE ARENA LOBBY -EAST1/4" = 1'-0"4ROOM 101 - MAIN LOBBY -SOUTH1/4" = 1'-0"1ROOM 101 - MAIN LOBBY -WEST1/4" = 1'-0"11MEETING ROOM INTERIOR ELEVATION1/4" = 1'-0"2ROOM 107 -SKATE RENTAL/CHECK IN1/4" = 1'-0"6ROOM 109 -BREAK ROOM1/4" = 1'-0"5CUBBIES AND LOCKERS1/2" = 1'-0"10WOOD LOOK WALL PANEL PATTERN -TYPICAL1/4" = 1'-0"3ROOM 112 -ADMINREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 1/4" = 1'-0"12ROOM 105 -FIRST AID ELEVATION1/4" = 1'-0"13ROOM 112(A) -COPY AREA ELEVATION10/04/2023BID DOCUMENT SET
STRUCTURE / DECKCONTINUOUS SEALANT - EA. SIDE. 3-5/8" MTL STUD @ 16" O.C. WITH INSULATION5/8" GYP. BD. EA. SIDESEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS - BOTH SIDESFLOORA1DRYWALL PARTITION4 7/8"CONTINUOUS SEALANT - EA. SIDE.WITHOUT INSULATION.A1bSTRUCTURE / DECKCONTINUOUS SEALANT EACH SIDE6" MTL STUD @ 16" O.C. WITH INSULATION5/8" GYP. BD. EA. SIDE SEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS - BOTH SIDES.FLOORA2DRYWALL PARTITION7 1/4"CONTINUOUS SEALANT - EA. SIDE.WITHOUT INSULATION.A2bSTRUCTURE / DECK3-5/8" MTL STUDS @ 16" O.C. WITH INSULATION5/8" GYP. BD. EA. SIDECONTINUOUS SEALANT - EA. SIDESEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS - BOTH SIDESFLOOR6"KICKERS AS REQUIRED4 7/8"B1DRYWALL PARTITIONWITHOUT INSULATION.B1bSTRUCTURE / DECK6" MTL STUDS @ 16" O.C. WITH INSULATION5/8" GYP. BD. EA. SIDESEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS - BOTH SIDESFLOOR6"KICKERS AS REQUIRED7 1/4"B2DRYWALL PARTITIONCONTINUOUS SEALANT - EA. SIDEWITHOUT INSULATION.B2bSTRUCTURE / DECKCONTINUOUS SEALANT2-1/2" MTL STUD @ 16" O.C. WITH INSULATION5/8" GYP. BD.SEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS. FLOOR3 1/8"D4DRYWALL PARTITIONCONTINUOUS SEALANTWITHOUT INSULATION.D4bSTRUCTURE / DECKCONTINUOUS SEALANT3-5/8" MTL STUD @ 16" O.C. WITH INSULATION5/8" GYP. BD. ONE SIDESEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS. FLOORD5DRYWALL PARTITIONCONTINUOUS SEALANTWITHOUT INSULATIOND5bSTRUCTURE / DECKCONTINUOUS SEALANT. 6" MTL STUD @ 16" O.C. WITH INSULATION5/8" GYP. BD.SEE REFLECTEDCEILING PLANSEAL ENTIRE WALL PERIMETER & AT ALL PENETRATIONS.FLOORD6DRYWALL PARTITIONCONTINUOUS SEALANT6 5/8"WITHOUT INSULATION.D6bTypical Wall Types - Masonry (CMU)STRUCTURE / DECKCONTINUOUS JOINT SYSTEMAT FIRE RATED CONSTRUCTION(UL DESIGN # HW-D-0041)8" CMU WALL W/ HORIZONTAL JT.REINFORCING @ 16" O.C.SEE REFLECTEDCEILING PLANFLOORSTRUCTURE / DECKCONTINUOUS JOINT SYSTEMAT FIRE RATED CONSTRUCTION(UL DESIGN # HW-D-0041)10" CMU WALL W/ HORIZONTAL JT.REINFORCING @ 16" O.C.SEE REFLECTEDCEILING PLANFLOOR9 5/8"M82 HOUR FIRE RATED CMU - (UL DESIGN NO. U905)M108" MASONRY PARTITION (CMU)10" MASONRY PARTITION (CMU)7 5/8"STRUCTURE / DECKCONTINUOUS JOINT SYSTEMAT FIRE RATED CONSTRUCTION(UL DESIGN # HW-D-0041)6" CMU WALL W/ HORIZONTAL JT.REINFORCING @ 16" O.C.SEE REFLECTEDCEILING PLANFLOORM62 HOUR FIRE RATED CMU - (UL DESIGN NO. U906)6" MASONRY PARTITION (CMU)5 5/8"2M62M83 HOUR FIRE RATED CMU - (UL DESIGN NO. U904)3M82 HOUR FIRE RATED CMU - (UL DESIGN NO. U905)2M103 HOUR FIRE RATED CMU - (UL DESIGN NO. U904)3M10STRUCTURE / DECKCONTINUOUS JOINT SYSTEMAT FIRE RATED CONSTRUCTION(UL DESIGN # HW-D-0041)4" CMU WALL W/ HORIZONTAL JT.REINFORCING @ 16" O.C.SEE REFLECTEDCEILING PLANFLOORM42 HOUR FIRE RATED CMU - (UL DESIGN NO. U906)4" MASONRY PARTITION (CMU)3 5/8"2M4STRUCTURE / DECKCONTINUOUS JOINT SYSTEMAT FIRE RATED CONSTRUCTION(UL DESIGN # HW-D-0041)12" CMU WALL W/ HORIZONTAL JT.REINFORCING @ 16" O.C.SEE REFLECTEDCEILING PLANFLOORM1212" MASONRY PARTITION (CMU)2 HOUR FIRE RATED CMU - (UL DESIGN NO. U905)2M123 HOUR FIRE RATED CMU - (UL DESIGN NO. U904)3M12Typical Wall Types - Standard Walls11 5/8"Typical Wall Types - Furring Walls1 1/2" MTL. FURRING @ 16" O.C.5/8" GYP. BD.CONTINUOUS SEALANTSEE REFLECTEDCEILING PLANFLOOR6"NEW OR EXISTING WALL2 1/8"F2FURRING PARTITIONEXTEND GYP. BD. and STUDS TO DECK.F2b3 5/8" MTL. FURRING @ 16" O.C.5/8" GYP. BD.CONTINUOUS SEALANTSEE REFLECTEDCEILING PLANFLOOR6"NEW OR EXISTING WALL4 1/4"F4FURRING PARTITIONEXTEND GYP. BD. and STUDS TO DECK.F4b4 1/4"1M81 HOUR FIRE RATED CMU - (UL DESIGN NO. U905)WITH INSULATION, FRP UP TO 4' AND 6" BASEA1cConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1 1/2" = 1'-0"WALL TYPESWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A10.010/13/2023220025.00C2023-1510/04/2023BID DOCUMENT SET
HARDWARE GROUPS:• SEE SPECIFICATIONS FOR HARDWARE GROUP DESCRIPTIONS• SECTION 08 71 00 PART 2.11• THE LETTER IN THE DESIGNATION REFERS TO THE TYPE OF FUNCTION• SECTION 08 71 00 PART 2.2VGFGFLUSH DOOR W/ VISION GLASSFULL GLASS DOORGFR1STANDARD FRAME GENERAL NOTE: SEE SCHEDULE FOR DOOR GLAZING TYPE1."HM" INDICATES HOLLOW METAL, "ALUM" INDICATES ALUMINUM, "SP" INDICATES SOLID PLASTIC, "FRP" INDICATES FIBERGLASS REINFORCED POLYESTER.2."G" INDICATES GLASS -PROVIDE SAFETY GLAZING WHERE REQUIRED BY CODE 3.DOOR TYPES ARE SHOWN AS SINGLE DOORS. DOUBLE DOORS (INDICATED ON THE SCHEDULE AS "PR") ARE (2) OF THE SPECIFIED DOOR TYPE, U.N.O.4.ALL HOLLOW METAL DOORS SHALL BE PRIMED AND PAINTED, U.N.O. SEE ROOM FINISH SCHEDULE.5.ALL RATED FIRE DOORS, FRAMES AND HARDWARE SHALL BE POSITIVE PRESSURE TESTED ACCORDING TO NFPA 252 OR UL10C.GENERAL NOTE: NO SCALE1.ALL HOLLOW METAL DOOR FRAMES SHALL BE PRIMED AND PAINTED, SEE ROOM FINISH SCHEDULE.2.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS3.OPPOSITE HAND MAY APPLY -SEE PLANSFRAME TYPESDOOR TYPES6" VARIES 6"AS SCHEDULEDAS SCHEDULEDJ4OVERHEAD SECTIONAL INSULATED DOORHOLLOW METAL2" AS SCHEDULED 2"AS SCHEDULED2"AS SCHEDULED2"2"AS SCHEDULEDDGDOUBLE FULL GLASS DOORAS SCHEDULED6" VARIES6" 6"VARIES6"AS SCHEDULED1' - 0" VARIES 6"1' - 0" VARIES 6"FR2FR3FR4FFLUSH DOORAS SCHEDULEDAS SCHEDULEDAS SCHEDULEDAS SCHEDULEDG GG6" 6"3' - 10" 2' - 6" VARIESHOLLOW METAL HOLLOW METAL HOLLOW METALFRAME WITH BORROWED LITE FRAME WITH BORROWED LITE FRAME WITH BORROWED LITE2"AS SCHEDULED2"1' - 6"2"2"AS SCHEDULED2" EQ 2" EQ 2"2"AS SCHEDULED2"2' - 6"2"2"AS SCHEDULED2"EQ2"EQ2"2"AS SCHEDULED2"3' - 2"2"AS SCHEDULED2"2"EQ2"EQ2"HGFLUSH DOOR W/ HALF GLASSG6"VARIES6"AS SCHEDULEDAS SCHEDULED3' - 7" VARIES 8"AS SCHEDULED3 1/2" AS SCHEDULED 3 1/2"CDOVERHEAD COILING DOORAS SCHEDULEDAS SCHEDULEDFLUSH DOORDFAS SCHEDULEDAS SCHEDULEDSLIDING GLASSSGFR6CENTER MULLION FRAME AND DOUBLE CENTER MULLION FRAMEHOLLOW METALAS SCHEDULED2"2"AS SCHD2"AS SCHD2"AS SCHEDULEDAS SCHEDULEDSLIDING GLASS TYPE 2S2Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"DOOR AND FRAME TYPESWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A10.110/13/2023220025.00C2023-15DOOR AND FRAME SCHEDULENUMBERDOOR FRAME FIRE RATING HARDWARECOMMENTSSIZE (Note: Door Width 1 & 2 / Door Type 2 only applicablewith double & uneven doors)MATERIAL FINISH TYPE MATERIAL FINISH FRAME TYPE LABEL SET NO.OVERALLWIDTHDOORWIDTH 1DOORWIDTH 2HEIGHTA100.1 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 74A100.2 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 73A100.3 12' - 4" 9' - 4" AL SG AL W1 PER MANUF.A100.4 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 41A100.5 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 41A100.6 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41A100.7 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41A100.8 12' - 4" 9' - 4" AL SG AL W2 PER MANUF.A100.9 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41A100.10 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41A101.1 3' - 0" 3' - 0" 8' - 0" AL FG AL W4 36A101.2 3' - 0" 3' - 0" 9' - 10" AL DG AL W14 39A101.3 3' - 0" 3' - 0" 9' - 10" AL DG AL W14 50A101.4 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DG HM FR1 36A102.1 3' - 0" 3' - 0" 7' - 2" WD VG HM FR1 43A103.1 3' - 0" 3' - 0" 7' - 2" WD VG HM FR1 43A104.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 12A105.1 3' - 0" 3' - 0" 7' - 2" HM VG HM FR1 10A106.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 06A107.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 28A107.2 24' - 2 1/4" 9' - 0" PER MANUF. CD PER MANUF. CD PER MANUF.A107.3 3' - 0" 3' - 0" 7' - 2" HM NG HM FR1 07A109.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 07A110.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 07A111.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 07A112.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 31A113.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 26A114.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A115.1 3' - 6" 3' - 6" 7' - 2" HM F HM FR1 30A115.2 6' - 11" 4' - 10" PER MANUF. CD PER MANUF. CD PER MANUF.A115.3 12' - 11" 4' - 10" PER MANUF. CD PER MANUF. CD PER MANUF.A116.1 8' - 11" 4' - 10" PER MANUF. CD PER MANUF. CD PER MANUF.A116.2 3' - 6" 3' - 6" 7' - 2" HM VG HM FR1 34A117.1 12' - 4" 9' - 4 3/4" AL SG AL PER MANUF. 57A117.2 3' - 0" 3' - 0" 9' - 10" AL DG AL W12 50A117.3 3' - 0" 3' - 0" 9' - 10" AL DG AL W12 50A117.4 12' - 4" 9' - 4 3/4" AL SG AL PER MANUF. PER MANUF.A117.5 8' - 2" 9' - 6" AL S2 AL PER MANUF. PER MANUF.A118.1 3' - 0" 3' - 0" 10' - 0" AL FG AL W3A 41A118.2 3' - 0" 3' - 0" 10' - 0" AL FG AL W3A 41A118.3 3' - 0" 3' - 0" 10' - 0" AL FG AL W3A 42A118.4 3' - 0" 3' - 0" 10' - 1" AL FG AL W3 40A118.5 3' - 0" 3' - 0" 10' - 1" AL FG AL W3 40A118.6 3' - 0" 3' - 0" 10' - 1" AL FG AL W3 56A119.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 06A120.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 75A123.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A124.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 15A124.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 14A125.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A126.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A127.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A128.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 04A129.1 3' - 0" 3' - 0" 7' - 2" HM VG HM FR1 11A131.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 11A132.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33A133.1 3' - 0" 3' - 0" 7' - 2" HM VP HM FR1 33A133.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 62A134.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 55A134.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 36A135.1 6' - 2" 3' - 1" 3' - 1" 7' - 2" HM F HM FR1 49A135.2 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 37A137.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 61A138.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A139.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 17A139.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 16A140.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A141.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 04A142.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A143.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33A144.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 03A144.2 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 03A145.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A146.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 05A147.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A148.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A149.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34A150.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 30A151.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33A152.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 12A153.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A155.1 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 53A155.2 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52A155.3 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52A155.4 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52A155.5 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52A155.6 3' - 0" 3' - 0" 7' - 2" AL FG AL W18 51A155.7 3' - 0" 3' - 0" 7' - 2" AL FG AL W18 60A155.8 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52A155.9 7' - 6" 9' - 0" PER MANUF. PER MANUF. PER MANUF. PER MANUF.A156.1 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47A156.3 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47A156.4 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47A156.5 14' - 0" 14' - 0" PER MANUF. J4 PER MANUF. J4 58A156.6 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47A157.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A157.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 22A157a 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A158.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A159.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 63A159.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 09A159.3 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 20A159.4 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 64A159.10 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 37 VERIFY IF THRESHOLD, DOOR SWEEP, ANDGASKETING ARE NEEDEDA160.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 10A160.2 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. FR1 PER MANUF.A160.3 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 32A160.4 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 20A162.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 06A163.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A164.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 48A164.2 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 48A164.3 5' - 9" 2' - 10 1/2" 2' - 10 1/2" 7' - 2" AL DG AL W19 44A164.4 5' - 9" 2' - 10 1/2" 2' - 10 1/2" 7' - 2" AL DG AL W19 45 electrified hardware/strike or magnetic lock placed on themost left hand lief/door.A167.1 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. J4 PER MANUF.A167.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 65A167.3 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 27A168.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 25A169.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A170.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 24A170.2 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. J4 PER MANUF.A170.4 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. J4 PER MANUF.A170.5 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. J4 PER MANUF.A171.1 3' - 6" 3' - 6" 7' - 2" HM HG HM FR1 02A171.2 3' - 6" 3' - 6" 7' - 2" HM F F HM FR1 1 HOUR 70A171.3 3' - 6" 3' - 6" 7' - 2" HM F HM FR1 29A172.1 8' - 2" 4' - 1" 4' - 1" 7' - 2" HM DF HM FR6 21A172a 3' - 6" 3' - 6" 7' - 2" HM F HM FR1 1 HOUR 66A173.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 67A174.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 59A175.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 59A176.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 28A179.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 69A200.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 54A200.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 08A202.1 2' - 11 1/2" 2' - 11 1/2" 8' - 10" AL FG AL W16 13A202.2 2' - 7 3/4" 2' - 7 3/4" 8' - 10" AL FG AL W16 35A203.1 3' - 0" 3' - 0" 8' - 10" AL FG AL W16 13A203.2 3' - 0" 3' - 0" 8' - 10" AL FG AL W16 13A204.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23A204.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 08A210.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 68DOOR AND FRAME SCHEDULE ADD ALT 1NUMBERDOOR FRAME FIRE RATING HARDWARECOMMENTSSIZE (Note: Door Width 1 & 2 / Door Type 2 only applicablewith double & uneven doors)MATERIAL TYPE MATERIAL FRAME TYPE LABEL SET NO.OVERALLWIDTHDOORWIDTH 1DOORWIDTH 2HEIGHTA101.5 3' - 0" 3' - 0" 7' - 2" AL SG AL W4 36A186.1 3' - 0" 3' - 0" 7' - 2" HM FG HM FR2 52A186.2 3' - 0" 3' - 0" 7' - 2" HM FG HM FR2 52A186.3 6' - 2" 3' - 1" 3' - 1" 7' - 2" AL F AL W15 47A187.1 3' - 0" 3' - 0" 7' - 2" WD HG HM FR2 43A188.1 3' - 0" 3' - 0" 7' - 2" WD HG HM FR2 43A189.1 3' - 0" 3' - 0" 7' - 0" HM F HM FR1 12A190.1 3' - 0" 3' - 0" 7' - 0" HM VG HM FR1 10A191.1 3' - 0" 3' - 0" 7' - 0" HM F HM FR1 75DOOR AND FRAME SCHEDULE ADD ALT 2NUMBERDOOR FRAME FIRE RATING HARDWARECOMMENTSSIZE (Note: Door Width 1 & 2 / Door Type 2 only applicablewith double & uneven doors)MATERIAL TYPE MATERIAL FRAME TYPE LABEL SET NO.OVERALLWIDTHDOORWIDTH 1DOORWIDTH 2HEIGHTA151.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM VP HM FR1 33A182.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 INCLUDES 60" HIGH KICK PLATEA183.1 3' - 0" 3' - 0" 7' - 2" HM HG HM FR1 33A184.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 INCLUDES 60" HIGH KICK PLATEDOOR AND FRAME SCHEDULE ADD ALT 3NUMBERDOOR FRAME FIRE RATING HARDWARECOMMENTSSIZE (Note: Door Width 1 & 2 / Door Type 2 only applicablewith double & uneven doors)MATERIAL TYPE MATERIAL FRAME TYPE LABEL SET NO.OVERALLWIDTHDOORWIDTH 1DOORWIDTH 2HEIGHTA180.1 3' - 0" 3' - 0" 7' - 2" HM HG HM FR1 33A181.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 INCLUDES 60" HIGH KICK PLATEA185.1 3' - 0" 3' - 0" 7' - 2" HM HG HM FR1 3310/04/2023BID DOCUMENT SET
2"SEALANT TYP. BOTH SIDESFRAME AS SCHEDULED. (3) ANCHORS PER JAMB. TYP. DOOR AS SCHEDULED. REFER TO PLAN FOR WALL TYPES.PER WALL TYPE1/2"1/2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATION OR ROOM FINISH SCHEDULE OR BOTH.DBL. STUDS @ JAMBS. TYP.REFER TO PLAN FOR WALL TYPES. METAL STUD BOX LINTEL FOR OPENINGS ≥ 42". METAL RUNNER TRACK ONLY FOR OPENINGS < 42".SEALANT TYP. BOTH SIDESFRAME AS SCHEDULED. DOOR AS SCHEDULED. PER WALL TYPE1/2"1/2"2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATIONS OR ROOM FINISH SCHEDULE OR BOTH.WALL PER WALL TYPES. METAL STUD BOX LINTEL FOR OPENING ≥ 42"METAL RUNNER TRACK ONLY FOR OPENING < 42".SEALANT TYP. BOTH SIDESHOLLOW METAL WINDOW FRAME AS SCHEDULED. GLASS AS SCHEDULED. PER WALL TYPE1/2"1/2"2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATIONS OR ROOM FINISH SCHEDULE OR BOTH.HOLLOW METAL STOPS AS REQUIRED. SEE PLAN FORCMU PARTITION TYPECMU PARTITION, SIZE VARIESRAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALDOOR AS SCEDULEDFRAME, SEE SCHEDULE-GROUT FULL AS REQDBULLNOSE BLOCK, TYP AT JAMBSSEE PLAN FORCMU PARTITION TYPECMU PARTITION, SIZE VARIESRAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALDOOR AS SCEDULEDFRAME, SEE SCHEDULE-GROUT FULL AS REQDBULLNOSE BLOCK, TYP AT JAMBSDOOR AS SCHED.MASONRY WALL -SEESTRUCT. FOR LINTELREQUIREMENTSSEALANTFRAME, SEE SCHEDULE-GROUT FULL AS REQD0' - 0 1/2"DOOR AS SCHED.MASONRY WALL -SEESTRUCT. FOR LINTELREQUIREMENTSSEALANTFRAME, SEE SCHEDULE-GROUT FULL AS REQDEXTERIORPRECAST PANELINSULATED OVERHEAD DOORTREATED 2x6 WOOD BLOCK, PAINTEDOVERHEAD DOOR TRACKH.M. FRAME, FILL W/ GROUT1'-0"EXTERIORPRECAST PANELINSULATED OVERHEAD DOORTREATED 2x6 WOOD BLOCK, PAINTEDOVERHEAD DOOR TRACKH.M. FRAME, FILL W/ GROUTSEE PLAN FORCMU PARTITION TYPECMU PARTITION, SIZE VARIESRAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALDOOR AS SCEDULEDFRAME, SEE SCHEDULE-GROUT FULL AS REQDBULLNOSE BLOCK, TYP AT JAMBSSEE PLAN FORCMU PARTITION TYPECMU PARTITION, SIZE VARIESRAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALDOOR AS SCEDULEDFRAME, SEE SCHEDULE-GROUT FULL AS REQDBULLNOSE BLOCK, TYP AT JAMBS6" EXT. BOLLARDINSULATED OVERHEAD DOOROVERHEAD DOOR TRACKH.M. FRAME FILLED WITH GROUTPRECAST PANEL1' - 0"20 A7.11'-0"6" EXT. BOLLARDINSULATED OVERHEAD DOOROVERHEAD DOOR TRACKH.M. FRAME FILLED WITH GROUTPRECAST PANELBENT STEEL PLATEWALL TYPES AND LOCATIONS AS INDICATED ON FLOOR PLAN.DOOR AS SCHEDULEDFRAME AS SCHEDULEDDBL. STUDS @ JAMBS. 4"2"PRECAST PANEL, HOLD BACK INSULATION 6" MIN.OVERHEAD COILING SHUTTER BOX, ANCHOR AS REQ'D PER MANUFACTUREROVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER GUIDEPRECAST PANEL, HOLD BACK INSULATION 6" MIN.OVERHEAD COILING SHUTTER BOX, ANCHOR AS REQ'D PER MANUFACTUREROVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER GUIDEOVERHEAD COILING SHUTTEROVERHEAD COILING SHUTTER TRACKPRECAST PANEL, HOLD BACK INSULATION 6" MIN.3"x3"x1/4"x5'-0" GALV. STEEL ANGEL, GRIND ANCHORAGE SMOOTH, PAINTOVERHEAD COILING SHUTTEROVERHEAD COILING SHUTTER TRACKPRECAST PANEL, HOLD BACK INSULATION 6" MIN.3"x3"x1/4"x5'-0" GALV. STEEL ANGEL, GRIND ANCHORAGE SMOOTH, PAINTEXPANSION ANCHOR BOLT8" CMU BLOCK WALL;SEE STRUCTURALSIM @ OPENING HEAD3/4" PLYWOOD PANELING ON 7/8" HAT CHANNELS @ 16" O.C.; STAIN & SEALDOOR AND FRAME, SEE SCHEDULESEALANT, BOTH SIDES1"SEALANT, BOTH SIDES1/2"8" CMU BLOCK WALL;SEE STRUCTURALSIM @ OPENING HEAD3/4" PLYWOOD PANELING ON 7/8" HAT CHANNELS @ 16" O.C.; STAIN & SEALDOOR AND FRAME, SEE SCHEDULESEALANT, BOTH SIDESSEALANT, BOTH SIDES2"11 3/4"RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALSTAINLESS STEEL HOLLOW METAL FRAMEFURRING WALLCMU WALL 2"10 1/8"RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALCMU WALLFURRING WALLWOOD LOOK METAL PANELSTAINLESS STEEL HOLLOW METAL FRAMEEND TRIM FOR WOOD LOOK WALL PANELEXTRUDED ALUMINUM THRESHOLD SET ONTO SEALANT BEDEXTEND MEMBRANE FLASHING UNDER THESHOLD AND 8" MINIMUM DOWN EXTERIOR FACE OF FOUNDATION WALLCONCRETE ENTRY STOOP - PITCH AWAY AT 1/4"/FTDOOR AS SCHEDULEDFIRST FLOOREL. 100'-0"1/2" COMPRESSIBLE FILLERBACKER ROD AND SEALANT0' - 4"10" INSULATED PRECAST CONCRETE WALL PANEL.CONTINUOUS PERIMETER SEALANT EACH SIDE.HOLLOW METAL FRAME AS SCHEDULED - GROUT SOLID. PAINTED.DRIP. EQEQHOLLOW METAL DOOR AS SCHEDULED - INSULATED. PAINTED.2"EXTERIOR10" INSULATED PRECAST CONCRETE WALL PANEL.CONTINUOUS PERIMETER SEALANT EACH SIDE.HOLLOW METAL FRAME AS SCHEDULED - GROUT SOLID. PAINTED. ATTACH WITH FLUSH FASTENERS.DRIP. HOLLOW METAL DOOR AS SCHEDULED - INSULATED. PAINTED.2"EQ.EQ.EXTERIORSTAINLESS STEEL HALLOW METAL FRAMERAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICALSTUD WALL2"9 1/8"3"3"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedDOOR AND FRAMEDETAILSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A10.210/13/2023220025.00C2023-151 1/2" = 1'-0"7HM DOOR JAMB1 1/2" = 1'-0"6HM DOOR HEAD1 1/2" = 1'-0"9HM BORROWED LIGHT HEAD -JAMB/SILL SIM3" = 1'-0"3HM JAMB -INT CMU13" = 1'-0"1HEAD -CMU1 1/2" = 1'-0"11OVERHEAD DOOR HEAD3" = 1'-0"2JAMB -CMU1 1/2" = 1'-0"10OVERHEAD DOOR JAMB1 1/2" = 1'-0"8TYPICAL HM DOOR JAMB OFFSET1 1/2" = 1'-0"12COILING DOOR HEAD DETAIL1 1/2" = 1'-0"13COILING DOOR JAMB3" = 1'-0"14CONCESSION DOOR @ JAMB/HEAD3" = 1'-0"15WEST RESTROOMS -STAINLESS STEEL CASE OPENING -JAMB 23" = 1'-0"17ROOMS 106A/B - STAINLESS STEEL CASE OPENING -JAMB1 1/2" = 1'-0"18ENTRY DOOR -THRESHOLD1 1/2" = 1'-0"5HOLLOW METAL DOOR HEAD -PRECAST1 1/2" = 1'-0"4HOLLOW METAL DOOR JAMB -PRECAST3" = 1'-0"16FAMILY RR 106 -STAINLESS STEEL CORNER GUARD3" = 1'-0"19ADD ALT 1 -CORNER GUARD10/04/2023BID DOCUMENT SET
2"6' - 0"2"9' - 8"4"2"3' - 10 1/2"2"3' - 0"2"3' - 0"2"3' - 11"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 11"2"3' - 0"2"3' - 0"2"3' - 10 1/2"2"4' - 0 1/2"2"6' - 2"2"3' - 11"2"12' - 8"2"3' - 11"2"6' - 2"2"4' - 0 1/2"GL-1GL-1GL-1GL-1GL-341' - 11"16' - 4"GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-34"9' - 8"2"6' - 0"2" 2' - 8"2"3' - 0"2"3' - 0"2"3' - 0"2"2' - 8" 2"GL-3 GL-3 GL-3 GL-3 GL-3GL-13' - 0"2"3' - 0"2"3' - 0"15' - 4"16' - 4"2"GL-1GL-1 GL-1 GL-14"9' - 6"2"2"1' - 2"2"3' - 0"2"6' - 2"2"3' - 0"2"1' - 2"2"GL-110' - 0"GL-1GL-1GL-1GL-1GL-115' - 6"16' - 0"2" 3' - 10" 4' - 0" 4' - 0" 3' - 10" 2"GL-9GL-9GL-9GL-92"8' - 2"2"1' - 8"10' - 2"2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"1' - 8"GL-32" 3' - 8"2" 4' - 0"16' - 4"GL-32"5' - 8 1/2"2"1 1/2"2"8' - 2"2"1' - 8"2"3' - 10" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 10"2"GL-7GL-7GL-8GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-852' - 0"16' - 4"2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"32' - 4"GL-7GL-7GL-7GL-8GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-8GL-7GL-7GL-7GL-72" 3' - 10 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 3' - 10 1/2" 2"1' - 8"16' - 4"2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"1' - 8"GL-7GL-7GL-7GL-7GL-7GL-8GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-7GL-8GL-8GL-816' - 4"1 1/4" 3' - 8 1/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 6 7/8" 2"33' - 11 1/2"BUTT GLAZED CORNER MULLION8' - 6"1' - 8"2"8' - 2"2"14' - 8"2" 3' - 6" 3' - 8" 3' - 8" 3' - 6" 2"GL-7GL-7GL-7GL-71' - 8"8' - 6"2"8' - 2"2"12' - 0"2" 3' - 10" 4' - 0" 3' - 10" 2"GL-7GL-7GL-72"5' - 6 1/2"2"1 1/2"2"2' - 2"8' - 0"2" 3' - 0" 2" 4' - 3 5/8" 4' - 4 5/8" 4' - 7 1/4"16' - 7 3/8"GL-7 GL-7 GL-7GL-3GL-1 GL-7 GL-78' - 4"2"1' - 8"BUTT GLAZED CORNER MULLIONGL-3GL-17' - 4"6' - 7"2"5' - 7"2"5' - 7"2"6' - 7"2"2"3' - 0" 2" 3' - 0" 2"25' - 0"6' - 6"GL-3GL-2GL-2GL-3GL-3GL-3GL-3GL-3A.F.F3' - 10"2"3' - 2"2"3' - 6"6' - 0"2"5' - 8"2"GL-32"8' - 6"4"4 1/2" 3' - 6 1/2" 2" 3' - 6 1/2" 2" 3' - 0" 4 1/2"11' - 2"GL-19' - 0"GL-1COORDINATE WITH STRUCTURAL BEAMS AND WOOD LOOK METAL WALL PANEL2"9' - 8"2"10' - 0"GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-12"3' - 0"2"3' - 0"2"3' - 0"2"2' - 10"2"12' - 8"12' - 8"WALL10"2"5' - 8"2"2" 11' - 8" 2"12' - 0"GL-1AFF3' - 0"6' - 0"7' - 2"2"2' - 8"2"2"5' - 9"2"5' - 9"2"12' - 0"GL-3GL-36' - 0"6' - 0"GL-1GL-1GL-1GL-12"2' - 6"2"6' - 10"4"10' - 0"2" 11"2"3' - 0"2"3' - 0"2"GL-3GL-3GL-3GL-3GL-1GL-1GL-1GL-111" 5"8' - 11"2"8' - 6"4"2' - 0"9' - 0"2" 1' - 8" 2"GL-1AFF3' - 10"2"3' - 2"2"3' - 6"6' - 0"2" 5' - 8" 2"GL-3GL-17' - 4"2"4' - 0 1/2"1 1/2"A.F.F3' - 0"GL-11 1/2"2' - 9 3/4"1 1/2"2' - 9 3/4"1 1/2"6' - 0"GL-14' - 4"AFF3' - 0"2"4' - 0"2"2"3' - 8"2"4' - 0"2"3' - 10 1/2"2"3' - 0"2"3' - 0"2"3' - 11"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 11"2"3' - 0"2"3' - 0"2"3' - 10 1/2"2"3' - 10 1/2"2"6' - 2"2"3' - 11"2"12' - 8"2"3' - 11"2"6' - 2"2"4' - 0 1/2"3' - 6"2"1' - 6"1' - 0"2"9' - 8"4"GL-1GL-334SEE WALL SECTION FOR CANOPY AND WALL TYPE INFORMATION41' - 11"GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-3GL-1GL-1GL-1GL-134GL-1GL-3GL-3GL-3GL-3GL-32" 2' - 8" 3' - 2" 2" 3' - 0" 2" 3' - 0" 2" 2' - 8" 2"15' - 4"4"9' - 8"2"1' - 10"2"4' - 0"2"16' - 4"GL-1GL-1GL-1GL-1Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"WINDOW TYPESWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A10.310/13/2023220025.00C2023-151/4" = 1'-0"23STOREFRONT -TYPE W21/4" = 1'-0"25STOREFRONT -TYPE W3A1/4" = 1'-0"7INTERIOR STOREFRONT -TYPE W141/4" = 1'-0"11STOREFRONT -TYPE W131/4" = 1'-0"21STOREFRONT -TYPE W81/4" = 1'-0"18STOREFRONT -TYPE W51/4" = 1'-0"20STOREFRONT -TYPE W71/4" = 1'-0"19STOREFRONT -TYPE W61/4" = 1'-0"12STOREFRONT -TYPE W101/4" = 1'-0"13STOREFRONT -TYPE W111/4" = 1'-0"17STOREFRONT -TYPE W41/4" = 1'-0"16CURTAIN WALL -TYPE W171/4" = 1'-0"2BORROWED LIGHT -TYPE BL21/4" = 1'-0"10INTERIOR STORFRONT -TYPE W161/4" = 1'-0"9INTERIOR STOREFRONT -TYPE W121/4" = 1'-0"5MEZZANINE BORROWED LIGHT -TYPE BL51/4" = 1'-0"14STOREFRONT -TYPE W191/4" = 1'-0"8INTERIOR STOREFRONT -TYPE W181/4" = 1'-0"1BORROWED LIGHT -TYPE BL11/4" = 1'-0"15EXTERIOR WINDOW -TYPE W20WINDOW TYPESGENERAL NOTES:1. ALL ALUMINUM STOREFRONT TO BE THERMALLY BROKEN INSULATED GLAZING SYSTEM2. ALL GLASS AND FRAMES IN RATED WALLS SHOULD BE RATED TO MATCH THE WALL3. GLAZING IN ALL FIXED AND OPERABLE DOORS (SWINGING OR SLIDING DOORS) TO BE SAFETY GLAZING (TEMPERED OR HEAT -STRENGTHENED)BORROWED LITE TYPESTHE TERM "BORROWED LITE" SHALL REFER TO ANY INTERIOR WALL OPENING IN WHICH WOOD, ALUMINUM OR HOLLOW METAL IS USED TO FRAME ANY TYPE OF GLASS OR MIRROR. BORROWED LITES SHALL NOT INCLUDE MIRRORS IN RESTROOMS.GENERAL NOTES:1. ALL HOLLOW METAL FRAMES SHALL BE PRIMED AND PAINTED U.N.O. SEE ROOM FINISH SCHEDULE2. ALL GLASS AND FRAMES IN RATED WALLS SHOULD BE RATED TO MATCH THE WALL3. PROVIDE TEMPERED GLASS AT ALL CODE REQUIRED LOCATIONSGLASS TYPE GLAZING STYLESGL-1 SAFETY GLAZING TEMPERED FLOAT GLASSGL-2 SPANDREL TO MATCH JANESVILLE GREENGL-3 1" INSULATED CLEAR TEMPERED WINDOW UNITGL-7 FRONT GLAZED STRUCTURAL SILICONE GLAZING STOREFRONT SYSTEMGL-8 FRONT GLAZED STRUCTURAL SILICONE GLAZING STOREFRONT SYSTEM - TINTED TO MATCH JANESVILLE GREENGL-9 FRONT GLAZED FSTRUCTURAL SILICONE GLAZING SYSTEM) - FROSTED GLAZING, SEE SPECIFICATIONS1/4" = 1'-0"3BORROWED LIGHT -TYPE BL31/4" = 1'-0"4BORROWED LIGHT -TYPE BL41/4" = 1'-0"22STOREFRONT -TYPE W11/4" = 1'-0"24STOREFRONT -TYPE W3KEYNOTES PER SHEET#34 CANOPY10/04/2023BID DOCUMENT SET
INTERIOR REMARKS1. SEE FINISH PLAN FOR EPOXY FLOOR TO RUBBER FLOOR TRANSITION EPOXY FLOOR TO FLASH COVE UP WALL 4"H FOR INTEGRAL COVE BASE. FEATHER FLOOR TO BE FLUSH WITH RUBBER FLOOR TILE.2. COUNTER AT WINDOW EQM-1 3. SEE FINISH PLAN FOR WALL FINISH LOCATIONS4. SEE FINISH PLAN FOR FLOOR PATTERN5. AT CEILINGS PAINT ALL EXPOSED STRUCTURE, DUCTWORK, MECHANICALS, PLUMBING, ELECTRICAL, CONDUIT, ETC. P-36. AT CEILINGS PAINT ALL EXPOSED STRUCTURE, DUCTWORK, MECHANICALS, PLUMBING, ELECTRICAL, CONDUIT, ETC. P-47. CHECK-IN DESK TO BE SSM-3 SOLID SURFACE MATERIAL VERTICAL FRONT, TRANSACTION TOP AND WORKSUFACE. INTERIOR VERTICAL PANEL BELOW WORKSUFACE PL-18. RF-1 TO BE WALL TO WALL LOOSE LAY INSTALL WITHOUT DASHER BOARDS ON CONCRETE, REMOVED AND STORED.. TURF TO BE INSTALLED WITHIN DASHER BOARDS AND LOOSE LAID ON CONCRETE AND TO BE REMOVED AND STORED.9. METAL WALL PANELS MWP-2 TO CONTINUE TO THE TOP OF THE WALL ABOVE THE ACT CEILING WHERE WALLS OF THE SPONSOR SUITE AND PRESS BOX ARE VISIBLE IN THE ARENA. SEE SECTION 2/A5.010. P-4 ON GYPSUM SOFFIT ABOVE SPONSOR SUITE AND PRESS BOX ACT CEILING. SEE SECTION 2/A5.011. PT-3 AT DRINKING FOUNTAIN TO BE INSTALLED VERTICAL ASHLAR, UP TO 7'4"H, ALIGN WITH TOP OF ADJACENT DOOR FRAME. SEE FINISH PLAN12. SEE FINISH PLAN FOR PT-2 APPLICATION13. PAINT FIRST COURSE AT FLOOR P-3 OR EP-4 AS INDICATED ON ROOM FINISH SCHEDULE14. PAINT FIRST COURSE AT FLOOR P-3. REMAINDER OF WALL P-5. APPLY P-3 AT SAME HEIGHT AS ON CMU ON PRECAST WALLS.15. WHEN RF-1 IS INSTALLED, EXTENT OF MATERIAL TO PROVIDE FULL COVERAGE OF ARENA TO ABUT SEATING AND RUBBER TILE FLOORING SO COURT LAYOUTS ARE FULLY COVERED, INCLUDING OUT OF BOUND AREA16. TOILET PARTITION TP-117. TOILET PARTITION TP-218. PROVIDE TR-3 TRIM AT FLOOR TO WALL TILE TRANSITION AND TR-1 AT FLOOR TILE TRANSITION TO ADJACENT MATERIALS; TR-4 AT EXPOSED TILE EDGES19. NOT USED20. OPERABLE PARTITION TO BE FWC-121. ELEVATOR WALL PANELS TO BE STEEL, METAL PANEL CEILING WITH RECESSED CAN LIGHTS AND FLAT RAIL BARGENERAL NOTES:- INTERIOR FINISH SCHEDULE FOLLOWS PLAN NORTH WHEN REFERRING TO NORTH, EAST, SOUTH, WEST WALLS, NOT TRUE NORTH.- CAULK ALL WALL TO RFT-1 JOINTS, TYP.- PAINT METAL RAILINGS AND EXPOSED METAL BLEACHER / STAIRS P-5- HOLLOW METAL DOOR AND WINDOW FRAMES TO BE PAINTED P-5- DRINK RAIL COUNTERS TO BE EQM-1- WOOD DOORS TO BE STAINED STN-1- SUBMIT 8" X 10" COLOR FINISH SAMPLES OF ALL ITEMS FOR ARCHITECT'S APPROVAL BEFORE WORK PROCEEDS.- VERIFY ALL STOPPING AND STARTING POINTS FOR COLORS AND FINISHES WITH ARCHITECT BEFORE WORK PROCEEDS.- ALL GRILLES, FIRE EXTINGUISHER CABINETS, LOUVERS, VENTS, ETC. SHALL BE PAINTED TO MATCH WALL COLOR OR CEILING COLOR ON WHICH THEY OCCUR.- FLOORING MATERIAL TRANSITIONS. TO BE CENTERED ON DOOR UNLESS OTHERWISE NOTED.- WHEN FINISH FLOORING SEAMS / JOINTS OF DIFFERENT THICKNESS, FEATHER SUBSTRATE TO ENSURE FLUSH FINISHED FLOOR.Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"FINISH SCHEDULEWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A11.010/13/2023220025.00C2023-15ROOM FINISH SCHEDULEROOMNUMBERROOM NAME FLOOR BASEWALLSCEILING SOFFIT CABINETS COUNTERTOP APRONWINDOWTREATMENTREMARKSROOMNUMBERNORTH EAST SOUTH WEST100 VESTIBULE CPT-1 RB-2 P-1 P-1 P-1 P-1 MCP-1 100101 MAIN LOBBY CPT-1 / RFT-1 RB-2 P-1 / MWP-1 P-1 / MWP-1 P-1 P-1 / P-2 / PT-3 MCP-1 / P-3 / AP-1 WT-1 3, 4, 5, 11 101101 (A) LOCKER ALCOVE RFT-1 RB-2 P-1 P-1 P-1 - P-1 PL-3 SSM-1101 (A)102 MEETING ROOM (A) CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 WT-1 20 102103 MEETING ROOM (B) CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 WT-1 20 103104 STOR SCONC RB-1 P-1 P-1 P-1 P-1 ACT-1 104105 FIRST AID RFT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 105106 FAMILY RR RFT-1 RB-1 PT-3 PT-3 PT-3 PT-3 ACT-1 106106A MENS RFT-1 RB-1 EP-2 EP-2 EP-2 EP-2 / PT-2 ACT-1 SSM-2 PL-4 12, 16 106A106B WOMENS RFT-1 RB-1 EP-2 EP-2 EP-2 EP-2 / PT-2 ACT-1 SSM-2 PL-4 12, 16 106B107 CHECK-IN/RENTAL CPT-1 RB-1 P-2 P-1 P-1 P-1 ACT-1 PL-1 SSM-3 3, 7 107108 SKATE RENTAL CPT-1 RB-1 P-1 P-1 P-2 P-1 ACT-1 PL-3 3 108109 BREAKROOM LVT-1, 2 RB-1 P-1 P-1 P-1 P-5 ACT-1 PL-1 SSM-1 4109110 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 110111 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 111112 ADMIN CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 112112 (A) COPY AREA CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 PL-2 112 (A)113 ELECTRICAL SCONC - - - - - - 113114 J.C. SCONC RB-1 EP-1 EP-1 EP-1 EP-1 ACT-2 114115 (A) FOOD PREP EPF-1 EPF-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-2115 (A)115 (B) CONCESSIONS EPF-1 EPF-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-2 EQM-1 2 115 (B)115 (C) DRY STORAGE EPF-1 EPF-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-2 115 (C)116 BEER SALES EPF-1 EPF-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-2 EQM-1 2 116117 ICE ARENA LOBBY CPT-1 / RFT-1 RB-2 P-1 / MWP-1 P-1 / P-2 / PT-1 P-1 MWP-1 P-3 / AP-1 P-1 WT-1 3, 4, 5 117118 VESTIBULE CPT-1 RB-2 P-1 P-1 - P-1 P-3 5 118119 WELLNESS ROOM RFT-1 - EP-3 EP-3 EP-3 EP-3 ACT-1 SSM-2 PL-4 13 119119 WELLNESS ROOM RFT-1 - EP-3 EP-3 EP-3 EP-3 ACT-1 SSM-2 PL-4 13 119120 FAMILY RESTROOM RFT-1 - EP-3 EP-3 EP-3 EP-3 ACT-1 SSM-2 PL-4 13 120120 FAMILY RESTROOM RFT-1 - EP-3 EP-3 EP-3 EP-3 ACT-1 SSM-2 PL-4 13 120121 MEN'S RFT-1 - EP-2, EP-4 EP-2 , EP-4 EP-2, EP-4 EP-2, EP-4 ACT-1 SSM-2 PL-4 13,16 121122 WOMENS RFT-1 - EP-2, EP-4 EP-2 , EP-4 EP-2, EP-4 EP-2, EP-4 ACT-1 SSM-2 PL-4 13,16 122123 WET TEAM ROOM 4 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13123124 WET TEAM RR RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 124125 WET TEAM ROOM 3 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13125126 TEAM ROOM 5 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 126127 TEAM ROOM 4 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 127128 UNISEX TLT RFT-1 - EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 13 128129 TRAINING RFT-1 - EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 13 129130 PASSAGE RFT-1 - P-3, 5 P-3, 5 P-3, 5 P-3, 5 - 14 130131 LAUNDRY RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 131132 MAIN TEAM ROOM RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 132133 MAIN COACH RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 ACT-1 13 133133(A) CLOSET RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 133(A)134 ELEC SCONC - - - - - 134135 ICE RINK CIRCULATION SCONC / RFT-2 - P-3, 5 P-3, 5 P-3, 5 P-3, 5 - 4, 14 135135(A) STORAGE RFT-2 - P-3, 5 P-3, 5 - P-3, 5 - 13 135(A)136 MERCYHEALTH ARENA - - - - - - P-4 136136 (A) MERCYHEALTH ARENA NORTH SEATING SCONC - P-3, 5 -P-3, 5 P-3, 5 P-4 14 136 (A)136 (B) MERCYHEALTH ARENA SOUTH SEATING SCONC - P-3, 5 P-3, 5 P-3, 5 - P-4 14 136 (B)137 Y.H. STORAGE SCONC - P-1 P-1 P-1 P-1 - 137138 WET TEAM ROOM #1 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 138139 WET TEAM RR RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 139140 WET TEAM ROOM #2 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 140141 UNISEX TLT RFT-1 - EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 13 141142 J.C. SCONC RB-1 EP-1 EP-1 EP-1 EP-1 - 142143 YH COACH RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 143144 PASSAGE RFT-1 - P-3, 5 P-3, 5 P-3, 5 P-3, 5 - 4, 14 144145 REFEREE RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 145146 REFEREE RR RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 146147 TEAM ROOM 1 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1 / P-5 - 13 147148 TEAM ROOM 2 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 148149 TEAM ROOM 3 RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 149150 IT SCONC - P-1 P-1 P-1 P-1 - 150151 ICE RINK CIRCULATION SCONC / RFT-1 - P-3, 5 P-3, 5 P-3, 5 P-3, 5 - 4, 14 151152 ELEV RFT-1 - - - - - - 21 152153 GEN STORAGE SCONC - - - - - 153154 MULTI-PURPOSE AREA SCONC / RF-1 / TURF-1 - - - - - P-4 6, 8 154154 (A) MULTIPURPOSE SEATING SCONC - - P-1, 3 - P-1, 3 P-4 4, 6, 13 154 (A)154 (B) MULTIPURPOSE AREA CIRCULATION SCONC / RTF-1, 2 / RF-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 P-4 4, 6, 13, 15 154 (B)155 LOBBY / LINK CPT-1 RB-2 P-1 P-1 / MWP-1 P-1 P-1 ACT-1 / MCP-1 / P-3 P-1 3, 5 155156 MULTI-USE CONVENTION SPACE SCONC / RF-1 - P-1 P-1 P-1P-1 P-4 WT-2 6 156157 ELECTRIC SCONC - - - - - - 157157 (A) AV CLOSET SCONC - - - - - - 157 (A)158 STORAGE SCONC - - - - - - 158159 WARMING ROOM EPF-1 EPF-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-2 159160 LOADING/RECEIVING/STORAGE SCONC - - - - - - 160162 FAMILY TLT PT-1 PT-3 PT-3 PT-3 PT-3 PT-3 ACT-1 SSM-2 PL-4162163 J.C. SCONC RB-1 EP-1 EP-1 EP-1 EP-1 ACT-2 163164 MALL CONNECTION CPT-1 / PCONC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 / P-3 4, 5 164165 WOMEN'S PT-1 PT-2, 3 PT-3 PT-2 PT-3 PT-2, 3 ACT-2 SSM-2 PL-4 3, 17, 18 165166 MEN'S PT-1 PT-2, 3 PT-3 PT-2 PT-3 PT-2, 3 ACT-2 SSM-2 PL-4 3, 17, 18 166167 GENERAL BUILDING STORAGE SCONC - - - - - - 167167 (B) AV CLOSET SCONC - - - - - - 167 (B)168 MECHANICAL SCONC - - - - - - 168169 ELECTRICAL SCONC - - - - - - 169170 RESURFACER/ SHOP TOOLS/LAUNDRY SCONC - - - - - - 170171 VESTIBULE CPT-1 RB-2 P-1 P-1 P-1 P-1 - 171172 REFRIGERATION SCONC - - - - - - 172172(A) CLOSET SCONC - - - - - - 172(A)173 HOCKEY STORAGE RFT-1 - - - - - - 173174 TEMP STORAGE SCONC - - - - - - 174175 F.S. STORAGE RFT-1 - - - - - - 175176 IT/GEN STORAGE SCONC - - - - - - 176179 METER/RISER SCONC - - - - - - 179201 MEZZANINE SCONC - P-1 P-1 P-1 P-1 P-4 6 201202 SPONSOR SUITE LVT-3 RB-1 - - - MWP-2 ACT-1 P-4 EQM-1 3 202203 PRESS BOX CPT-2 RB-1 - MWP-2 - - ACT-1 P-4 SSM-1 3 203204 ROOF ACCESS - - - - - - - 204205 CORNER SUITE SCONC - - - - - P-4 6 205206 ADA AND COMPANION SCONC - - - - - P-4 6 206207 ADA AND COMPANION SCONC - - - - - P-4 6 207208 CORNER SUITE SCONC - - - - - P-4 6 208209 ADA AND COMPANION SCONC - - - - - P-4 6 209210 AV CLOSET SCONC - - - - - ACT-1 210COLOR AND MATERIAL SCHEDULECODE MATERIAL MANUFACTURER DESCRIPTION NUMBER/COLOR SIZEREMARKSACOUSTIC CEILING TILEACT-1 ACOUSTIC CEILING TILE USG MARS HIGH NRC TILE WITH SLT SHADOWLINE TAPER EDGE WITH 15/16" WHITE GRID 88138 / WHITE 24" x 24"ACT-2 ACOUSTIC CEILING TILE USG SHEETROCK LAY-IN GYPSUM CEILING PANELS WITH 15/16" WHITE GRID 3270 / WHITE24" X 48"ACOUSTIC PANELAP-1 ACOUSTIC PANEL FRASCH BAFL CLASSIC ACOUSTIC CELING BAFFLE, WITH CABLE TO DECK MOUNTING BLACK 12"D X 72"L ONE ROW BETWEEN AND PARALLELTO OPEN BAR JOISTS,SPACED 24"APART, LOWER EDGE ALIGN WITHLOWER EDGE OF JOISTCARPETCPT-1 CARPET MATS INC DIAGONAL TILE BLACK WALNUT 20" X 20" INSTALLATION: QUARTER TURNINSTALLATIONCPT-2 CARPET INTERFACE AERIAL COLLECTION AE311 104674 SMOKE 25CM X 1M OFFICE CARPET; ASHLARINSTALLATIONCORNER GUARDSCG-1 CORNER GUARDS INPRO TYPE 304 STAINLESS STEEL CORNER GUARDS, SURFACE MOUNTED 8'H X 3-1/2" X 3-1/2"ENGINEERED QUARTZ MATERIALEQM-1 ENGINEERED QUARTZMATERIALLX HAUSYS VIATERA SOPRANO 3CM OR AS NOTED ONDRAWINGEPOXY FLOORINGEPF-1 EPOXY FLOORING SIKA DECOFLAKE, DOUBLE BROADCAST WITH UV STABLE URETHANE TOP COAT, 6" INTEGRAL COVE BASEWITH ALUMINUM TOP CAP AND WATER PROOF MEMBRAINE, LIGHT TEXTURECUSTOM COLOR BLEND (4 COLORS) TO MATCHSHERWIN WILLIAMS, RESUFLOR DECO FLAKE BC,VELVET FEATHERFOOD SERVICEEPF-2 EPOXY FLOORING SIKA DECOFLAKE, DOUBLE BROADCAST WITH UV STABLE URETHANE TOP COAT, 6" INTEGRAL COVE BASEWITH ALUMINUM TOP CAP AND WATER PROOF MEMBRAINE., TEXTURE TO MEET COF RATING (ASTMC-1028) ON HIGH SIDE OF MODERATE FOR STATIC AND DYNAMIC RATING (STATIC: 0.40-0.59; DYNAMIC0.30-0.42)CUSTOM COLOR BLEND (4 COLORS) TO MATCHSHERWIN WILLIAMS, RESUFLOR DECO FLAKE BC,VELVET FEATHERSHOWER FLOORFABIC WALLCOVERINGFWC-1 FABIC WALLCOVERING MAHARAM TEK-WALL, TRUSS 399821 005 GILL 54"w FOR OPERABLE PARTITIONFIBER REINFORCED PANELSFRP-1 FIBER REINFORCED PANELS CRANE COMPOSITES GLASBOARD WITH SURFASEAL FINISH, CLASS A SMOOTH, WHITE 0.075" THICK INSTALL FULL HEIGHT TO CEILINGINTEGRALLY COLORED POLISHED CONCRETEPCONC-1 INTEGRALLY COLOREDPOLISHED CONCRETEINTEGRALLY COLORED POLISHED CONCRETE, CLASS B AGGREGATE, LEVEL 2 SATIN APPEARANCE DARK GRAY COLOR APPROVED BY ARCHITECTLUXURY VINYL TILELVT-1 LUXURY VINYL TILE INTERFACE NATIVE FABRIC FLAX 50CM X 50CM x 4.5MM ASHLAR INSTALLATIONLVT-2 LUXURY VINYL TILE INTERFACE BRUSHED LINES MOUSSE 25CM X 1M x 4.5MM ASHLAR INSTALLATIONLVT-3 LUXURY VINYL TILE INTERFACE BRUSHED LINES SANDALWOOD 25CM X 1M x 4.5MM ASHLAR INSTALLATIONMETAL CEILING PANELMCP-1 METAL CEILING PANEL ARMSTRONG METALWORKS TORSION SPRING, M15 PERFORATION WITH TECHZONE, AXIOM 16"H TRIM OAK (FXOK) 24" x 96" TECHZONE FINISHED IN OAK (FXOK)METAL WALL PANELMWP-1 METAL WALL PANEL ARMSTRONG METALWORKS LINEAR - SYNCHRO WITH #5574 TRIM AT PERIMETER OF WALL SURFACE (HORIZONTALAND VERTICAL EDGES)OAK (FXOK) 4", 6", 9", 11"W PLANKS X 9'-6"CUSTOM LENGTHREFER TO DETAIL DRAWING FORPATTERN REPEATMWP-2 METAL WALL PANEL ARMSTRONG METALWORKS LINEAR - SYNCHRO EXTERIOR PRODUCT WITH #5574 TRIM AT PERIMETER OF WALLSURFACE (HORIZONTAL AND VERTICAL EDGES)OAK (FXOK) 4", 6", 9", 11"W PLANKS X 9'-6"CUSTOM LENGTHREFER TO DETAIL DRAWING FORPATTERN REPEATPAINTP-1 PAINT HALLMAN LINDSAY POWER LUNCH 0572 GENERAL PAINTP-2 PAINT HALLMAN LINDSAY CUSTOM COLOR - WOODMAN'S DARK GREEN ACCENT PAINTP-3 PAINT HALLMAN LINDSAY SUBWAY METRO 0536 DARK CEILING PAINT / WALL BASEP-4 PAINT SHERWIN WILLIAMS PEARLY WHITE SW7009 LIGHT CEILING PAINTP-5 PAINT SHERWIN WILLIAMS GAUNTLET GRAY SW7019 ARENA ACCENT PAINTPAINT - EPOXYEP-1 PAINT - EPOXY HALLMAN LINDSAY POWER LUNCH 0572 TEAM ROOM TOILET ROOM PAINTEP-2 PAINT - EPOXY PPG STONEHENGE GREIGE 1025-5 PUBLIC TOILET ROOM PAINTEP-3 PAINT - EPOXY PPG MOTH GRAY 1024-4 PUBLIC TOILET ROOM PAINTEP-4 PAINT - EPOXY HALLMAN LINDSAY SUBWAY METRO 0536 WALL BASE PAINTPLASTIC LAMINATEPL-1 PLASTIC LAMINATE ARBORITE HIGH PRESSURE LAMINATE RIFT NATURAL OAK W449EV,NATURAL FINISHPL-2 PLASTIC LAMINATE ARBORITE HIGH PRESSURE LAMINATE INUKSHUK TAUPE, P345-RMPL-3 PLASTIC LAMINATE ARBORITE COMPACT LAMINATE INUKSHUK TAUPE, P345-RMPL-4 PLASTIC LAMINATE WILSONART HIGH PRESSURE LAMINATEPEWTER MESH 4878-38PORCELAIN TILEPT-1 PORCELAIN TILE VIRGINIA TILE CROSSVILLE, NOTORIOUS FILM NOIR, NTR06, UPS FINISH 24" X 36" INSTALL 1/3 OFFSET RUNNINGBOND, ORIENTATION ON FINISHPLANPT-2 PORCELAIN TILE VIRGINIA TILE ISLA,SHIBUSA CREMA 12" X 24" INSTALL: VERTICAL STACK BONDPT-3 PORCELAIN TILE VIRGINIA TILE CROSSVILLE, RETRO 2.0 EMPRESS WHITE, UPS FINISH 12" X 24" INSTALL: 1/3 OFFSET, HORIZONTALRUNNING BOND; CUT TO 6"H X 24"LAT TOILET ROOMSRESILIENT FLOORRF-1 RESILIENT FLOOR GERFLOR TARAFLEX SPORT M PLUS WITH PAINT GAME LINES (SEE A8.2 FOR COURT LAYOUTS) MAPLE 6381 LOOSE LAY INSTALLATION; SEESPECIFICATION FOR GAME LINESPAINT AND SHEET A8.2 FOR COURTLAYOUTSRUBBER FLOOR TILERFT-1 RUBBER FLOOR TILE NORTHWEST RUBBERBECKER ARENASPORTS FLOOR STAMINA EARTH 190 4' X 6' X 10MM (3/8") THICKRFT-2 RUBBER FLOOR TILE NORTHWEST RUBBERBECKER ARENASPORTS FLOOR STAMINA EARTH 190 4' X 6' X 10MM (3/8") THICK INTERLOCKING LOOSE LAY TILESRUBBER WALL BASERB-1 RUBBER WALL BASE TARKETT 4"H RUBBER COVE BASE BURNT UMBER 63RB-2 RUBBER WALL BASE TARKETT 6"H RESILIENT MILLWORK WALL BASE, MANDALAY PROFILE BURNT UMBER 63 6"H X .375" THICKSEALED CONCRETESC-1 SEALED CONCRETESOLID SURFACE MATERIALSSM-1 SOLID SURFACE MATERIAL HI-MACS NOBLE CANE W011SSM-2 SOLID SURFACE MATERIAL WILSONART FLINT ROCK 9207CSSSM-3 SOLID SURFACE MATERIAL HI-MACS MERINO GT914SPORTURFTURF-1 SPORTURF FAST GRASS AT755TOILET PARTITIONTP-1 TOILET PARTITION SCRANTON HINEY HIDERS LINEN ANTI-GRAFFITI FINISHTP-2 TOILET PARTITION SCRANTON HINEY HIDERS CONCRETE ANTI-GRAFFITI FINISHTRIMTR-1 TRIM SCHLUTER SCHIENE SATIN ANODIZED ALUMINUM FLOOR TILE TRIMTR-2 TRIM TARKETT REDUCER BLACK TRANSITION: RUBBER TOCONCRETETR-3 TRIM SCHLUTER DILEX-AHK SATIN ANODIZED ALUMINUM FLOOR TILE TO WALL TILETRANSITIONTR-4 TRIM SCHLUTER JOLLY SATIN ANODIZED ALUMINUM WALL TILE TRIMWINDOW TREATMENTWT-1 WINDOW TREATMENT MECHOSHADE MECHO/5 SYSTEM MANUAL SHADES, ECOVEIL SERIES OPENNESS AND COLOR TBD BY ARCHITECT SEE FINISH PLAN, WINDOWTYPES AND SECTIONSSEE SPECIFICATION FOR MOREDETAILWT-2 WINDOW TREATMENT MECHOSHADE MECHO ELECTROSHADE MOTORIZED SHADES,ECOVEIL SERIES OPENNESS AND COLOR TBD BY ARCHITECT SEE FINISH PLAN, WINDOWTYPES AND SECTIONSSEE SPECIFICATION FOR MOREDETAILWOOD STAINSTN-1 WOOD STAIN CUSTOM STAIN TO MATCH ARCHITECTS SAMPLE10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDNDNHCHCHCHCHCHCUPDNUPUPDNGCHCHCH
CH
CH CHCHCHCHC
HCHCH
CSMATCHLINE AAMATCHLINE AAMATCHLINE BBMATCHLINE BB1" / 1'-0"1" / 1'-0"SLOPESLOPESLOPERFT-1CPT-2CPT-2RFT-1RFT-1RFT-1CPT-2MWP-1MWP-1P-2P-2MWP-1MWP-1MWP-1MWP-1MWP-1MWP-1SCONCRFT-1RFT-1SCONCRFT-1SCONCSCONCRFT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-2WT-2WT-2WT-2J.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)OFFICE111SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MENS106AMEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167RESURFACER/SHOPTOOLS/LAUNDRY170REFRIGERATION172Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ICE ARENALOBBY117MEN'S121ELEC134MAIN COACH133MAIN TEAMROOM132LAUNDRY131TRAINING129UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147WOMEN'S165F.S. STORAGE175TEAM ROOM 2148J.C.142REFEREE145REFEREE RR146WET TEAM RR139MERCYHEALTHARENA136MULTI-PURPOSEAREA154MULTI-USECONVENTIONSPACE156GEN STORAGE153ICE RINKCIRCULATION151ICE RINKCIRCULATION135PASSAGE144PASSAGE130ELEV152BREAKROOM109OFFICE110ADMIN112MECHANICAL168STORAGE135(A)MALLCONNECTION164METER/RISER179ELECTRICAL169COPY AREA112 (A)TEMP STORAGE174HOCKEYSTORAGE173IT/GENSTORAGE176ELECTRICAL113DRY STORAGE115 (C)LOCKERALCOVE101 (A)MULTIPURPOSESEATING154 (A)MULTIPURPOSEAREACIRCULATION154 (B)AV CLOSET167 (B)AV CLOSET157 (A)VESTIBULE118CLOSET133(A)VESTIBULE171CLOSET172(A)RFT-1RFT-1RFT-2SCONCRFT-2SCONCRFT-2SCONCSCONCRFT-1SCONCRFT-1SCONCSCONCRFT-1RFT-1P-2RFT-1EPF-2PT-2LVT-15 PLANKS WIDE, ARROWS INDICATE LENGTH OF PLANK, LVT-2RFT-1EPF-2RFT-1EPF-2RFT-1EPF-2RFT-2SCONCSCONCRFT-2RFT-1PCONC-1CPT-1PT-2PT-2PT-2LENGTH OF FLOOR TILELENGTH OF TILECG-1CG-1WOMENS106BPT-3WOMENS122MWP-1ABOVE OPENING TO CHECK-INFAMILY RR106ALIGNALIGNFAMILYRESTROOM120WELLNESSROOM119ALIGNNE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR FINISH PLAN-OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A11.110/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -OVERALL .10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCUPCNE SESWNWBUILDING DIAGRAMNOT TO SCALEMATCHLINE AAMATCHLINE AAMATCHLINE BBMATCHLINE BB248' - 1 3/4" 8' - 0"17' - 9" 18' - 11" 63' - 1 3/4" 190' - 0" 48' - 9 1/2"64' - 0" 28' - 0" 293' - 4"MWP-2MWP-2SPONSOR SUITE202MERCYHEALTHARENA NORTHSEATING136 (A)PRESS BOX203MERCYHEALTHARENA SOUTHSEATING136 (B)ADA ANDCOMPANION209ADA ANDCOMPANION206CORNER SUITE205ADA ANDCOMPANION207CORNER SUITE20853 SFROOF ACCESS204ELEV152MEZZANINE201MEZZANINE201AV CLOSET210L.4L.8L.71SK1.4NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOOR FINISHPLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A11.210/13/2023220025.00C2023-151/16" = 1'-0"1SECOND FLOOR PLAN -OVERALL10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDNDNHCHCHCHCHCHCDNGCHCHCH
CH
CH CHCHCHCHC
HCHCH
CSUPDNUPUP1" / 1'-0"1" / 1'-0"SLOPESLOPESLOPEJ.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)OFFICE111SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167RESURFACER/SHOPTOOLS/LAUNDRY170REFRIGERATION172Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ICE ARENALOBBY117MEN'S121ELEC134MAIN COACH133MAIN TEAMROOM132LAUNDRY131TRAINING129UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147WOMEN'S165F.S. STORAGE175TEAM ROOM 2148J.C.142REFEREE145REFEREE RR146WET TEAM RR139MERCYHEALTHARENA136MULTI-PURPOSEAREA154MULTI-USECONVENTIONSPACE156GEN STORAGE153ICE RINKCIRCULATION151ICE RINKCIRCULATION135PASSAGE144PASSAGE130ELEV152BREAKROOM109OFFICE110ADMIN112MECHANICAL168STORAGE135(A)MALLCONNECTION164METER/RISER179ELECTRICAL169COPY AREA112 (A)TEMP STORAGE174HOCKEYSTORAGE173IT/GENSTORAGE176ELECTRICAL113DRY STORAGE115 (C)LOCKERALCOVE101 (A)MULTIPURPOSESEATING154 (A)MULTIPURPOSEAREACIRCULATION154 (B)AV CLOSET167 (B)AV CLOSET157 (A)VESTIBULE118CLOSET133(A)VESTIBULE171CLOSET172(A)20x6020x6020x6020x6030DIACAFE30DIACAFE30DIACAFE30DIACAFE30x7220x5430x5420x482DR36W30X6020x42120X2030x54 30x5420x4820x48BENCH20x6020x6020x6020x6020x6020x6020x6020x6020x6020x6020x6020x6020x6020x6020x6020x60BENCH BENCHBENCHBENCHStorage Seating for 3004 Table Carts(48 tables)10 Chair Dollies (300 Chairs)WOMENS106BMENS106A2 DR36W2DR30W2DR36W2DR30W5 DR42W5H36WSTORAGE BENCHSTORAGE BENCHSTORAGE BENCHSTORAGE BENCHSTORAGE BENCHSTORAGE BENCHSTORAGE BENCHSTORAGE BENCHPEDPEDPED PED PEDPEDPDPED PEDPED30X6020X422DR36W36DIALECTURELECTUREWALL MOUNTED FOLDING CHAIRNE SESWNWBUILDING DIAGRAMNOT TO SCALECOACHESOFFICE180ADD ALT TEAMROOM (A)181ADD ALT TEAMROOM (B)182COACHESOFFICE183ADD ALT TEAMROOM (C)184COACHESOFFICE18530X6020x4230X6020x4230X6020x422DR36W2DR36WMOBILE PEDPEDMOBILE PEDMOBILE PED2DR36WNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR FURNITUREPLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A13.010/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR FURNITURE PLAN1/16" = 1'-0"2FIRST FLOOR FURNITURE PLAN -ADD ALT 310/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCCUPNE SESWNWBUILDING DIAGRAMNOT TO SCALESPONSOR SUITE202MERCYHEALTHARENA NORTHSEATING136 (A)PRESS BOX203MERCYHEALTHARENA SOUTHSEATING136 (B)ADA ANDCOMPANION209ADA ANDCOMPANION206CORNER SUITE205ADA ANDCOMPANION207CORNER SUITE20853 SFROOF ACCESS204ELEV152MEZZANINE201MEZZANINE201AV CLOSET21030DIACAFE30DIACAFE30DIACAFE30DIACAFE1SK1.4NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedMEZZANINE FLOORFURNITURE PLANWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A13.110/13/2023220025.00C2023-151/16" = 1'-0"1MEZZANINE FLOOR FURNITURE PLAN10/04/2023BID DOCUMENT SET
UPHCHCHCHCHCHCHCHCHCHCDNDNDNUPUPHCHCHCHCHCHCSDSDSDDNNE SESWNWBUILDING DIAGRAMNOT TO SCALEMATCHLINE BBMATCHLINE BBMATCHLINE AAMATCHLINE AAAABBEEFFCCDD45685.87.29ADD ALT 2 SEE SHEET A2.6 - A2.81 A5.212ADD ALT 1MEETING ROOM(B)187ADD ALT 1MEETING ROOM(A)188ADD ALT 1 FIRSTAID190ADD ALT 1STORAGE1891' - 8 1/4"11' - 4 1/2"12' - 11"5' - 10"5' - 1"26' - 6"30' - 8"10 1/4"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6"EXPANDEDMULTIPURPOSEROOM18641' - 8 1/4" 63' - 8" 23' - 3"31' - 4"62' - 8 3/4"FAMILYRESTROOM191103' - 8 1/4"11' - 2"NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 1WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.410/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -OVERALL -ADD ALT 110/04/2023BID DOCUMENT SET
YES, 4'X4' JANITOR CLOSET PER OPS MGR.HCHCHCHCHCHCDNAAEEFF4568 A4.31MATCHLINE AAF.35.87.2963' - 8 3/4"103' - 8 1/4" 10"1 A5.2A186.2A186.3W17ABOVE10"7' - 5"40' - 0 3/4"7' - 5"7' - 0"7' - 5"A186.14758A189.140' - 10" 63' - 8" 12' - 10"21' - 4 5/8"3' - 8"31' - 4"62' - 8 3/4"6' - 0" 15' - 10" 5' - 2" 15' - 10" 6' - 0" 12' - 3 1/4"5' - 0"5' - 9 5/8"1' - 0"8' - 9"9' - 6"W12W12 A9.111SimA12A2A2A2A187.1A101.51' - 8 1/4"24' - 2 3/4"5' - 0"5"7' - 4" 12' - 0" 16' - 0" 12' - 0" 16' - 4"A188.139353539 A4.33 A4.34 A4.35 A7.1276338 SFEXPANDEDMULTIPURPOSEROOM186576 SFADD ALT 1MEETING ROOM(B)18798 SFADD ALT 1 FIRSTAID190104 SFADD ALT 1STORAGE189576 SFADD ALT 1MEETING ROOM(A)188A2DOOR AND WINDOW TO BE CENTERED IN PANEL FOR ADD ALT 111' - 4 1/2"12' - 11"5' - 10"5' - 1"26' - 6"30' - 8"5 3/4"104' - 10" 12' - 6" 12' - 0"92' - 4 1/2"A1271 SFFAMILYRESTROOM19118' - 10 5/8"1A191.1A190.1A1A2 A2.4a2F29898W6a11' - 2"2M8STAINLESS STEEL CORNER GUARD A10.219NE SESWNWBUILDING DIAGRAMNOT TO SCALE A2.4a3A2A1A2A191.138113' - 6 5/8"5' - 7 1/4"1' - 0 3/4"5' - 2 3/8" 7' - 9"71 SFFAMILYRESTROOM1912' - 6"T12T20T05T08T07T06T10T09T11T0120NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 1 -NW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.4a10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -NW QUAD -ADD ALT 1KEYNOTES PER SHEET#1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER20 JUMP SEAT35 WALL MOUNTED TV SCREEN38 BABY CHANGING STATION, PROVIDE ADJ ASCENT COAT HOOK AT 48" AFF39 TRASH AND RECYCLING - FF&E47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING.58 MOTORIZED SHADES98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACEABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHENPARTITION WALL IS IN USE.T01 WALL MOUNTED TOILET, ADA COMPLIANTT05 SOAP DISPENSER, SURFACE MOUNTED.T06 TOILET TISSUE DISPENSER, DOUBLE ROLLT07 PAPER TOWEL DISPENSER, SURFACE MOUNTEDT08 ELECTRIC HAND DRYERT09 GRAB BAR - 36"T10 GRAB BAR - 42"T11 GRAB BAR - 18" VERTICALT12 FRAMELESS MIRROR WITH METAL CLIP FASTENERST20 THROUGH STYLE VANITY W/ ADA COMPLIANT SLOPED LOWER CABINET1/4" = 1'-0"2ROOM 191 -FAMILY RR -ENLARGED1/4" = 1'-0"3ROOM 191 -FAMILY RR -ELEVATIONREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
SDSDSDAABBEEFFHJKMPQCCDDN1234568F.3F.9GG.8LL.6M.491 A5.2MATCHLINE AAMATCHLINE BBMATCHLINE BBMATCHLINE AACANOPYRDOF1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/4" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE+7+7 +7+7+8 +8+8+8+7+7+7+7+7+7+7+7 +7+8.5+8.5+8.5 +8.5TYP4' - 0"ADD ALT 2 SEE SHEET A2.6-2.81/8" SLOPE1/8" SLOPE4141411/4" SLOPE12F.4F.6M.3414111' - 4 1/2"18' - 9"31' - 7"30' - 8"188' - 4"28' - 0"20' - 3 1/2"329' - 0"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4" 31' - 7" 23' - 4 3/4" 10' - 2" 4' - 5" 39' - 1 1/2" 2' - 6" 18' - 10"404' - 0"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0"L.4L.8L.71/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE+7+7+7+71/4" SLOPENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/16" = 1'-0"ROOF PLAN -ADD ALT 1WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.510/13/2023220025.00C2023-151/16" = 1'-0"1ROOF PLAN -OVERALL -ADD ALT 1KEYNOTES PER SHEET#41 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN- SEE DETAIL 21/A7.010/04/2023BID DOCUMENT SET
AEFHJD45687F.3F.9GG.85.87.29MATCHLINE BBMATCHLINE AAMATCHLINE BBMATCHLINE AAC6C66338 SFEXPANDEDMULTIPURPOSEROOM186C3C4F.4F.6GWB11' -11" AFF13' -6" AFF12' -0" AFFSOFFIT9 -6" AFFSOFFIT9 -6" AFF13' -6" AFFSOFFIT9 -6" AFF13' -6" AFF12' -0" AFF12' -0" AFF8' -0" AFF8' -0" AFFADD ALT 1MEETING ROOM(B)187ADD ALT 1MEETING ROOM(A)188ADD ALT 1 FIRSTAID190ADD ALT 1STORAGE18957578' -0" AFFFAMILYRESTROOM1919' - 6"BULKHEADNE SESWNWBUILDING DIAGRAMNOT TO SCALECEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLAN -ADD ALT 1-NW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.3a10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR RCP -NW QUAD ADD/ALT 1KEYNOTES PER SHEET#57 MANUAL SHADESC6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOPLOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS ANDMAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES. FALLSIN THE SCOPE OF FF&E10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST -132' -4"T.O. PRECAST136' -0"AEDF.3T.O. PRECAST .121' -0"1 A5.2E6E140' - 10" 7' - 4" 12' - 0" 16' - 0" 12' - 0" 16' - 4" 2' - 0" 19' - 0" 2' - 3"W6aW12W12E62828E6E4E324' - 6"11' - 11"92' - 11"129' - 4"FIRST FLOOR100' -0"T.O. PARAPET123' -4"T.O. PARAPET -ENTRY128' -0"T.O. PRECAST -132' -4"456T.O. PRECAST .121' -0"E8E131' - 4"E6E4E6283' - 2 3/4"W17W17E82' - 9" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 5' - 7 3/4" 7' - 4"99' - 6" 6' - 6"1' - 0"55' - 4 3/4"E3E23FIRST FLOOR100' -0"T.O. PRECAST -132' -4"45614' - 9" 12' - 0" 12' - 0" 12' - 0"5' - 7 3/4"6' - 6"10"33' - 3"11"15' - 8 1/8"9' - 0 1/8"14' - 0"6' - 6"14' - 0"REVEAL5 E.Q 1' - 0"REVEAL14 E.Q 10 3/4"8' - 3"6' - 8"14' - 11"FIRST FLOOR100' -0"T.O. PRECAST -132' -4"AED12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 4 1/4" 12' - 0"33' - 3"11"12' - 10"20' - 5"INTERIOR PANELSEXTERIOR PANELSFIRST FLOOR100' -0"T.O. PRECAST -132' -4"45612' - 0" 7' - 1" 12' - 0" 11' - 9 3/4" 12' - 0" 7' - 0"7' - 5"2' - 0"33' - 3"31' - 3"11"REVEAL3 E.Q 1' - 9 1/4"REVEAL8 E.Q 1' - 3 3/8"7' - 5"REVEAL3 E.Q 1' - 9"10' - 5"FIRST FLOOR100' -0"2" 3' - 6 5/8" 2" 3' - 7 5/8" 2" 3' - 7 5/8" 2" 3' - 7 5/8" 2" 3' - 6 5/8" 2"19' - 0"2"6' - 0"2"8' - 2"2"14' - 8"1' - 8"W6aFIRST FLOOR100' -0"T.O. PRECAST -132' -4"33' - 3"4' - 0"4' - 0"4' - 0"12' - 0"11"7' - 4"6' - 8"14' - 11"TYP.1' - 0"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedEXTERIOR ELEVATIONS -ADD ALT 1WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.310/13/2023220025.00C2023-15DEMOLITION KEY NOTES#28 OVERFLOW SCUPPER - SEE DETAIL 21/A7.0E1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WET CAST EXPOSEDAGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO HAVE EXPOSED AGGREGATE SIZED 3/8STANDARDE3 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS. BASIS OF DESIGN -TRENDSTONE PLUS (COLOR: LIMESTONE)E4 4" X 16" RUNNING BOND PREMIUM FILLED AND POLISHED ARCHITECTURAL MASONRY UNITS. BASIS OF DESIGN -TRENDSTONE PLUS (COLOR: SHADOW GRAY)E6 COPING TO MATCH WALLE8 ROOF ACCESS DOORE23 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 29' - 4 1/2"1/16" = 1'-0"2WEST BUILDING ELEVATION -ADD ALT1/16" = 1'-0"1NORTH BUILDING ELEVATION -ADD ALT1/16" = 1'-0"3NORTH BUILDING PRECAST ELEVATION -ADD ALT1/16" = 1'-0"4WEST BUILDING PRECAST ELEVATION -ADD ALT1/16" = 1'-0"5SOUTH PRECAST -MULTI-USE CONVENTION SPACE -ADD ALT 11/4" = 1'-0"6STOREFRONT -TYPE W6A -ADD ALT 11/16" = 1'-0"7PRECAST PANEL 12'-0 @ 4'-0" INCREMENT TYP. PANEL -ADD ALT 110/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PRECAST -132' -4"4565.87.230' - 8" 26' - 6"5' - 1" 5' - 10"NE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedBUILDING/WALL SECTIONS-ADD ALT 1WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.210/13/2023220025.00C2023-151/16" = 1'-0"1BUILDING SECTION THROUGH MULTI-USE CONVENTION SPACE -ALT 1KEYNOTES PER SHEET#10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDN24"X60"24"X48"18"X60"CHHCH
CHCHCHCHCHCHCHCHCHCHCDN24"X60"24"X48"18"X60"CHHCH
CHCHCHCHCHCHCHCHCHCHCDN24"X60"24"X48"18"X60"CHHCH
CHCHCHCHCHCHCHCHCHCHCDN24"X60"24"X48"18"X60"CHHCH
CHCHCHCHCHCHCHCHCHCHCDN24"X60"24"X48"18"X60"CHHCH
C103' - 8"474747474747474717' - 2 7/8"36' - 0"24' - 0"36' - 0"24' - 0"36' - 0"24' - 0"36' - 0"17' - 0"8 A7.417' - 2"36' - 0"13' - 6"36' - 0"13' - 6"36' - 0"13' - 6"36' - 0"17' - 4"55' - 1"TYP.20' - 2" 20' - 0" 10' - 0" 10' - 0" 20' - 0" 23' - 6"16' - 2 3/4"30' - 0"32' - 0"30' - 0"32' - 0"30' - 0"32' - 0"30' - 0"18' - 0"14' - 9 3/4" 30' - 0" 10' - 0" 20' - 0" 22' - 0"20' - 0"30' - 0"20' - 0"30' - 0"19' - 0"30' - 0"20' - 0"30' - 0"20' - 0"98989898103' - 8"251' - 10 3/4"8' - 2" 84' - 0"7' - 0 3/4"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"20' - 2" 20' - 0" 10' - 0" 10' - 0" 20' - 0"16' - 2 3/4"30' - 0"32' - 0"30' - 0"32' - 0"30' - 0"32' - 0"30' - 0"18' - 0"10' - 0 3/4"44' - 0"18' - 0"44' - 0"18' - 0"44' - 0"18' - 0"44' - 0"10' - 2"10' - 2 1/4" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"19' - 9 3/4" 50' - 0" 27' - 0"4' - 9 3/4" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"12' - 0"14' - 9 3/4" 20' - 0" 10' - 0" 10' - 0" 20' - 0" 22' - 0"16' - 0"84' - 0"19' - 0"84' - 0"16' - 0"10' - 6 1/2"44' - 0"14' - 4"44' - 0"14' - 4"44' - 0"29' - 2"20' - 0"30' - 0"20' - 0"30' - 0"19' - 0"30' - 0"20' - 0"30' - 0"20' - 0"8383a98989898103' - 8"10' - 2" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"4' - 9 3/4" 20' - 0" 10' - 0" 20' - 0" 10' - 0" 20' - 0"12' - 0"29' - 2"44' - 0"14' - 4"44' - 0"14' - 4"44' - 0"29' - 2"10' - 0 3/4"44' - 0"18' - 0"44' - 0"18' - 0"44' - 0"18' - 0"44' - 0"10' - 2"9898REGULATION BASKETBALL COURT (50x84)MIN3' - 0"84' - 0"MIN3' - 0"MIN3' - 0" 50' - 0"MIN3' - 0"MIN3' - 0" 30' - 0"MIN3' - 0"MIN6' - 0"60' - 0"MIN6' - 0"3' - 0" 20' - 0" 3' - 0"VARIES6' - 10"44' - 0"VARIES6' - 10"REGULATION BASKETBALL COURT (50x84)REGULATION VOLLEYBALL COURT (29.5x59)REGULATION PICKLEBALL COURT (20x44) 2"LINE OVERLAY HIERARCHY DIAGRAM103' - 8"SCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATINGSCORER TABLEPLAYER SEATING474747474747474747477' - 0"250' - 2 3/4"8' - 2" 84' - 0"7' - 0 3/4"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"96' - 9 3/4"219' - 0"989898989898454545454545458989897' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 0 3/4"8' - 2" 84' - 0"45NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1" = 20'-0"ENLARGED FLOOR PLANS-SPORT COURTS -ADDALT 1WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A8.1010/13/2023220025.00C2023-151" = 20'-0"6REGULATION VOLLEYBALL COURT DIAGRAM -ADD ALT 11" = 20'-0"5LINE OVERLAY DIAGRAM -ADD ALT 11" = 20'-0"4REGULATION PICKLBALL COURT DIAGRAM -ADD ALT 11" = 20'-0"2COURT SIZES -ADD ALT 11" = 20'-0"7REGULATION BASKETBALL COURT DIAGRAM -ADD ALT 11" = 20'-0"3INDOOR TURF (WITH DASHER BOARDS) -ADD ALT 1KEYNOTES PER SHEET#45 PERMANENT SPORT COURT WALL PADDING- MOUNTED 1' - 0" AFF 6' - 0" TALL PADS. PADS LOCATED ON A CORNER SHOULD BE MOUNTED ALIGNED WITH FINISHFLOOR AND UP 7' - 0" AFF47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING.83 TEMPORARY RUBBER TILE FLOORING83a PERMANENT RUBBER TILE FLOORING89 SCOREBOARD BY OTHERS98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITIONWALL IS IN USE.10/04/2023BID DOCUMENT SET
HCHCHCHCDNNE SESWNWBUILDING DIAGRAMNOT TO SCALEWT-1WT-1EXPANDEDMULTIPURPOSEROOM186ADD ALT 1MEETING ROOM(B)187ADD ALT 1MEETING ROOM(A)188ADD ALT 1 FIRSTAID190ADD ALT 1STORAGE189P-2PT-1P-2NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR FINISH PLAN-ADD ALT 1WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A11.1.110/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR FINISH PLAN -ADD ALT 1ROOM FINISH SCHEDULE ADD ALT 1ROOMNUMBERROOM NAME FLOOR BASEWALLSCEILING SOFFIT CABINETS COUNTERTOPWINDOWTREATMENTREMARKS ROOM NUMBERNORTH EAST SOUTH WEST186 EXPANDED MULTIPURPOSE ROOM SCONC / RFT-1 - P-1 P-1 P-1 P-1 P-4 WT-2 A-3 186187 ADD ALT 1 MEETING ROOM (B) CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 WT-1 A-3 187188 ADD ALT 1 MEETING ROOM (A) CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 WT-1 A-3 188189 ADD ALT 1 STORAGE SCONC RB-1 P-1 P-1 P-1 P-1 ACT-1 OFFICE 189190 ADD ALT 1 FIRST AID RFT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 OFFICE 190191 FAMILY RESTROOM RESTROOM 19110/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCUPDNDNDNUPUPHCHCHCHCHCHCSDSDSDDNNE SESWNWBUILDING DIAGRAMNOT TO SCALEPQ135MATCHLINE BBMATCHLINE BBMATCHLINE AAMATCHLINE AA1' - 5"220' - 8"19' - 5 1/2"28' - 0"8' - 0"25' - 8"186' - 2"36' - 3 3/4"220' - 8"6' - 4" 33' - 2 7/8" 75' - 5 1/8" 36' - 7"11' - 11 7/8"7' - 2"83' - 10"6' - 4"24' - 4"6' - 4"84' - 2"6' - 10"83' - 1" 56' - 2 1/2" 18' - 10"12' - 0" 9' - 4" 12' - 0" 12' - 0"10 1/4"3' - 4"18' - 3 3/8"ADD ALT 1 SEE SHEET A2.41 A5.336LOCKER CORE &SHELL180A20' - 4"19' - 6"10"10"NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 2WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.610/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -OVERALL -ADD ALT 210/04/2023BID DOCUMENT SET
DNHCHCHCUPDNPQ13MATCHLINE AAMATCHLINE BBMATCHLINE BBMATCHLINE AA18' - 10"7' - 9 5/8"30' - 0"18' - 0"12' - 4 3/8"22' - 10"6' - 4"8' - 10 3/8"9' - 0"5' - 6"6' - 4"20' - 6 3/8" 6' - 5" 18' - 10"1" / 1'-0"1" / 1'-0" A8.49Sim A8.49Sim1 A5.3LOCKER CORE &SHELL180A25' - 8" 7' - 2"48' - 3 1/2"10"FLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 2 -SE QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.6a10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -SE QUAD -ADD ALT 210/04/2023BID DOCUMENT SET
DNHCHCHCUPUPPQ5 A4.44MATCHLINE AAMATCHLINE BB A8.05SimMATCHLINE AAMATCHLINE BB35' - 5 3/4"10"20' - 4"2' - 3"8' - 0"5' - 7"8' - 5 1/2"5' - 3 1/2"20' - 6"6' - 11 5/8" 20' - 7 3/8" 103' - 3 5/8" 20' - 8 3/8"7' - 8"8' - 4"18' - 0"18' - 0"18' - 0"21' - 10"6' - 4"5' - 10"9' - 0"1" / 1'-0" A7.127 A8.49Sim A8.49Sim A8.415Sim A8.415Sim1 A5.3 A7.127A151.1A184.1A183.1A182.1 A4.423351 SFLOCKER CORE &SHELL180A8"18' - 10"10"18' - 10" 10"108' - 0"NE SESWNWBUILDING DIAGRAMNOT TO SCALEFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 2 -SW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.6b10/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLAN -SW QUAD -ADD ALT 210/04/2023BID DOCUMENT SET
SDSDSDPQ12351 A5.3MATCHLINE AAMATCHLINE BB MATCHLINE BBMATCHLINE AACANOPY1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/8" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE.+7+7 +7+7+8 +8+8+8+7+7+7+7+7+7+7+7 +7+8.5+8.5+8.5 +8.5TYP4' - 0"TYP4' - 0"ADD ALT 1 SEE SHEET A2.641621/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE41NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/16" = 1'-0"ROOF PLAN -ADD ALT 2WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.710/13/2023220025.00C2023-151/16" = 1'-0"1ROOF PLAN -OVERALL ADD ALT 2KEYNOTES PER SHEET#41 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - SEE DETAIL 21/A7.062 ROOF CRICKET AROUND RTU10/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"35E8E8212' - 8"T.O. PRECAST .121' -0"E1E19E1961E17E17E17FIRST FLOOR100' -0"PQT.O. PRECAST .121' -0"E10E16118' - 10"NE SESWNWBUILDING DIAGRAMNOT TO SCALEFIRST FLOOR100' -0"5T.O. PRECAST .121' -0"5"12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 6' - 2"21' - 11"11"REVEAL5 E.Q 1' - 0"FIRST FLOOR100' -0"PQT.O. PRECAST .121' -0"9' - 5"9' - 5"21' - 11"7' - 4"11"REVEAL13 E.Q 1' - 5"FIRST FLOOR100' -0"T.O. PRECAST -132' -4"33' - 3"4' - 0"4' - 0"4' - 0" REVEAL TYP.11 E.Q 1' - 0"12' - 0"11"7' - 4"6' - 8"14' - 11"Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedEXTERIOR ELEVATIONS -ADD ALT 2WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A4.410/13/2023220025.00C2023-15DEMOLITION KEY NOTES#61 UNIT MOUNTED MECHANICAL SCREENE1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WET CAST EXPOSEDAGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO HAVE EXPOSED AGGREGATE SIZED 3/8STANDARDE8 ROOF ACCESS DOORE10 HOLLOW METAL DOORE17 10" INSULATED LOAD BEARING PRECAST WALL W/ EXPOSED AGGREGATE FINISH. APPLY SEALER FULL HEIGHT ASACCENTE19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3"1/16" = 1'-0"4SOUTH BUILDING ELEVATION -ADD ALT 21/16" = 1'-0"5WEST BUILDING ELEVATION -ADD ALT 21/16" = 1'-0"1SOUTH PRECAST -ADD ALT 21/16" = 1'-0"2WEST PRECAST -ADD ALT 21/16" = 1'-0"3PRECAST PANEL 12'-0 @ 4'-0" INCREMENT TYP. PANEL -ADD ALT 210/04/2023BID DOCUMENT SET
FIRST FLOOR100' -0"T.O. PRECAST136' -0"PQMEZZANINEFLOOR LEVEL112' -6"T.O. PRECAST .121' -0"2' - 6"18' - 6"18' - 10" 10"10" 18' - 0"QFIRST FLOOR100'-0"DECK BRG118'-4"TOP OF PRECAST120'-0"20' - 0"<FND 01><FLOOR 01><INSUL 03><EXT WALL 03><COPING 01>NE SESWNWBUILDING DIAGRAMNOT TO SCALEConsultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedBUILDING/WALL SECTIONS-ADD ALT 2WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A5.310/13/2023220025.00C2023-151/8" = 1'-0"1BUILDING SECTION THROUGH CORE AND SHELL -SOUTH ADD ALT 21/2" = 1'-0"2INSULATED PRECAST WALL PANEL10/04/2023BID DOCUMENT SET
HCHCHCHCHCHCHCHCHCHCDNDNHCHCHCHCHCHCSDSDSDUPDNUPUPDNNE SESWNWBUILDING DIAGRAMNOT TO SCALEABEFHJKMPQCDN12345687F.3F.9GG.8LL.6M.45.87.29MATCHLINE BBMATCHLINE BBMATCHLINE AAMATCHLINE AA64' - 0" 28' - 0"15' - 10"2' - 11"31' - 7"30' - 8"188' - 4"28' - 0"20' - 3 1/2"8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 109' - 0" 7' - 2" 21' - 3" 74' - 2 1/2" 53' - 8 1/2" 2' - 6" 18' - 10"1' - 5"28' - 0"190' - 0"220' - 8"104' - 10" 12' - 6" 109' - 0" 158' - 10"19' - 5 1/2"28' - 0"8' - 0"212' - 8"36' - 1 1/8"220' - 8"6' - 4" 33' - 2 7/8" 75' - 5 1/8" 36' - 7"11' - 11 7/8"7' - 2"83' - 10"6' - 4"24' - 4"6' - 4"84' - 2"6' - 10"18' - 6 1/2"11' - 4 1/2"12' - 11"2' - 11"2' - 11"5' - 1"26' - 6"30' - 8"3' - 3"75' - 0"32' - 0"61' - 0"13' - 10"31' - 3"20' - 3 1/2"83' - 1" 56' - 2 1/2" 18' - 0"10"10 1/4"3' - 4"74' - 10"32' - 0"75' - 0" A9.23Sim A9.22Sim A4.44Sim A4.45SimADD ALT 1 SEE SHEET A2.434COACHESOFFICE185ADD ALT TEAMROOM (C)184COACHESOFFICE183ADD ALT TEAMROOM (B)182ADD ALT TEAMROOM (A)181COACHESOFFICE18012F.4F.6M.319' - 8"18' - 10" 10"10"12' - 4 3/8"7 5/8"29' - 8 3/8"7 5/8"8' - 2"2' - 4 7/8"5' - 2 3/4"6' - 10"7 5/8"39' - 9 5/8"31' - 10 3/8"38' - 7 1/2"7 5/8"8' - 7 3/4"25' - 8"7' - 4"7 5/8"10' - 0 3/8"8' - 2" 7 5/8"5' - 7 3/4"L.4L.8L.7NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 3WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.810/13/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLAN -OVERALL -ADD ALT 310/04/2023BID DOCUMENT SET
DNHCHCHCUPDNPQ123MATCHLINE AAMATCHLINE BBMATCHLINE BBMATCHLINE AA18' - 10"7' - 9 5/8"30' - 0"18' - 0"12' - 4 3/8"22' - 10"6' - 4"8' - 10 3/8"9' - 0"5' - 6"6' - 4"18' - 10"1" / 1'-0"1" / 1'-0" A9.23Sim33' - 1 5/8"37' - 11 7/8"7 5/8"9' - 5 3/4"24' - 10"7' - 2"7' - 4"7 5/8"10' - 10 3/8"ADD ALT TEAMROOM (A)181ADD ALT TEAMROOM (B)182COACHESOFFICE1802M82M85656A180.1A181.1DEMO 7' -4" wall opening81' - 2 3/4"32' - 0"28' - 0"20' - 3 1/2"3' - 0"7 5/8"5' - 7 3/4"120' - 8 3/8" 28' - 0" 20' - 3 1/2"5635A35A1. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 3 -SE QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.8a10/13/2023220025.00C2023-151/8" = 1'-0"1First Floor Plan -SE Quad -Add Alt 3KEYNOTES PER SHEET#35A WALL MOUNTED TV SCREEN BY OTHERS56 MODULAR LOCKERS WITH INTEGRAL (WITH ABILITY TO BE LOCKED) STORAGE SEAT AS PART OFFF&E PACKAGE. SEE SPECIFICATIONREFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
DNHCHCHCUPUPPQ587MATCHLINE AAMATCHLINE BBMATCHLINE AAMATCHLINE BB35' - 5 3/4"10"12' - 4" 16' - 0" 12' - 0" 20' - 4"2' - 3"8' - 0"5' - 7"8' - 5 1/2"5' - 3 1/2"20' - 6"6' - 11 5/8" 20' - 7 3/8" 103' - 3 5/8" 20' - 8 3/8"1" / 1'-0" A9.22Sim A7.12713' - 0"30' - 4"8' - 2"1' - 11 1/4"13' - 2"39' - 2"A151.1A184.1A183.1A182.13' - 4" 4' - 0" 10' - 8"3' - 4" 4' - 0" 10' - 8"2M82M82M82M82M82M835A56565656COACHESOFFICE185ADD ALT TEAMROOM (C)184COACHESOFFICE183ADD ALT TEAMROOM (B)1823135A35AA185.187DEMO OR PROVIDE 7' -4" WALL OPENING15' - 10"18' - 10"7' - 0" 2' - 10" 8' - 2"6' - 2"7 5/8"6' - 2 3/8"35A536' - 10"6' - 4"1. ALL DIMENSIONS ON PLAN ARE ACTUAL UNLESS NOTED OTHERWISE. DIMENSIONS ON PLAN ARE FROM FACE OF FINISH UNLESS NOTED OTHERWISE.2. WALLS ARE TO BE PARALLEL & PERPENDICULAR TO ADJACENT WALLS UNLESS OTHERWISE NOTED. ALIGN WALLS WHERE APPARENT.3. WALL TYPES ARE LOCATED ON SHEET A10.0. 4. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL CABINETS, SHELVES, BUILT-INS, EQUIPMENT OR ACCESSORIES. COORDINATE WITH VENDOR DOCUMENTS WHERE SUCH CONDITIONS APPLY.5. ALL FLOORS ARE TO BE LEVEL AND CLEAN PRIOR TO INSTALLATION OF NEW FLOOR COVERINGS. ALL FLOOR SURFACES AND TRANSITIONS BETWEEN SURFACE TYPES SHALL COMPLY WITH ADA GUIDELINES.6. FOR OPENING LOCATIONS AND DIMENSIONS, SEE PANEL DRAWINGS, INTERIOR ELEVATIONS, AND WINDOW ELEVATIONS.7. REFER TO SHEETS A0.2 AND A0.3 FOR LOCATIONS OF WHERE FIRE EXTINGUISHERS TO BE PROVIDED AND HOW THEY ARE TO BE MOUNTED8. SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" AND "BL"9. ALL FLOOR ELEVATIONS ARE BASED OFF OF FIRST FLOOR ELEVATION OF 100'-0". ARCHITECTURAL ELEVATION 100'-0" CORRESPONDS TO CIVIL ELEVATION OF FFE = 882.25.GENERAL CONSTRUCTION NOTESFLOOR PLAN LEGENDDOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0#KEYNOTE. SEE KEYNOTES, THIS SHEET.CMU WALLPRECAST CONCRETE WALLINTERIOR METAL STUD PARTITION WALL#STRUCTURAL GRIDNOT IN SCOPENE SESWNWBUILDING DIAGRAMNOT TO SCALENNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR PLAN -ADDALT 3 -SW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A2.8b10/13/2023220025.00C2023-151/8" = 1'-0"1First Floor Plan -SW Quad -Add Alt 2 Copy 1KEYNOTES PER SHEET#31 LOCKER ROOM FLOOR MOUNTED PEDESTAL BENCHES BY OTHERS35A WALL MOUNTED TV SCREEN BY OTHERS53 CONCRETE STOOP 6'-10" X 4'-0", SLOPE 1/4" PER FOOT56 MODULAR LOCKERS WITH INTEGRAL (WITH ABILITY TO BE LOCKED)STORAGE SEAT AS PART OF FF&E PACKAGE. SEE SPECIFICATION87 WALL BUTT JOINT TYP.REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
NE SESWNWBUILDING DIAGRAMNOT TO SCALEPQ5MATCHLINE AAMATCHLINE BBC4C4C4COACHESOFFICE185ADD ALT TEAMROOM (C)184COACHESOFFICE183COACHESOFFICE180ADD ALT TEAMROOM (A)181ADD ALT TEAMROOM (B)1828' -0" AFF8' -0" AFF8' -0" AFFEXPOSEDEXPOSED8' -0" AFFMATCHLINE AAMATCHLINE BB13' - 0"30' - 4"8' - 2"2' - 4 7/8"12' - 8 3/8"39' - 2"33' - 1 5/8"37' - 11 7/8"10' - 1 3/8"8' - 2" 10' - 8"C4C4C4CEILING PLAN LEGENDWOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING2 X 2 ACT CEILING2 X 4 VCT CEILINGSTADIUM SEATING ABOVESEE STRUCTURAL FOR ROOF JOIST LOCATIONSNNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR REFLECTEDCEILING PLAN -ADD ALT 3WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A3.410/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR RCP -SOUTH QUAD ADD/ALT 3KEYNOTES PER SHEET#C4 EXPOSED CONCRETE PLANK10/04/2023BID DOCUMENT SET
T227' - 4"11' - 2"11' - 2"T24T11T01T061' - 0"T2211' - 2"7' - 4"T24T11T2211' - 2"7' - 4"T24T11T01T01T09T05T22T06T06T10T11T1211' - 2"7' - 4"T27T08 A9.21 A9.267' - 0" 3' - 4" 7' - 8"7' - 0" 3' - 4" 3' - 10" 3' - 10"3' - 5"7 5/8"5' - 0"2' - 6"3' - 1"5' - 0"7 5/8"5' - 0"3' - 1"2' - 6"5' - 0 3/4"7 5/8"3' - 0"1' - 0"3' - 0"1' - 0"3' - 0"1' - 7 3/4"3' - 0"7 5/8"3' - 0"1' - 0"3' - 0"1' - 0"3' - 0"1' - 7"3' - 0"14' - 3 3/8" 3' - 0"8 5/8"946 SFADD ALT TEAMROOM (A)181993 SFADD ALT TEAMROOM (B)1822M8M4M4M4M4M4M42M8M4M4M4M4M4M445 A9.2792M89 3/4" 3' - 1 1/4" 5' - 10 1/2" 8' - 2 1/2"3' - 11" 1' - 5" 4' - 0" 8' - 8"8' - 9 5/8"1' - 3 5/8"M42M818' - 0"10' - 8 7/8"81' - 2"3' - 0"1' - 0"3' - 0"M4714 SFADD ALT TEAMROOM (C)184M4M4M4T04T12T12T05T05T23T23T02T11T10T09T06T06T08T11T09T06T01T02T04T18T23T23T09T12T12T05T05T06T08NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:1/4" = 1'-0"INTERIOR ELEVATIONS &ENLARGED FLOOR PLANS-ADD ALT 3WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A9.210/13/2023220025.00C2023-151/4" = 1'-0"9ROOM 184 -ADD ALT TEAM ROOM C -E31/4" = 1'-0"7ROOM 184 -ADD ALT TEAM ROOM C -E11/4" = 1'-0"1ROOM 181 -ADD ALT TEAM ROOM C -E11/4" = 1'-0"6ROOM 182 -ADD ALT TEAM ROOM B -E11/4" = 1'-0"8ROOM 184 -ADD ALT TEAM ROOM C -E2KEYNOTES PER SHEET#T01 WALL MOUNTED TOILET, ADA COMPLIANTT02 WALL MOUNTED TOILET, STANDARDT04 FLOOR MOUNTED URINAL, ADA HEIGHTT05 SOAP DISPENSER, SURFACE MOUNTED.T06 TOILET TISSUE DISPENSER, DOUBLE ROLLT08 ELECTRIC HAND DRYERT09 GRAB BAR - 36"T10 GRAB BAR - 42"T11 GRAB BAR - 18" VERTICALT12 FRAMELESS MIRROR WITH METAL CLIP FASTENERST18 24" DEEP WALL MOUNTED SOLID PLASTIC URINAL PARTITIONT22 SHOWER ADA SEATT23 WALL MOUNTED SINK W/ ADA COMPLIANT VANDAL GUARD SHROUDT24 GRAB BAR - WRAP AROUND SHOWER TRANSFER TYPET27 ADA ACCESSIBLE WALL MOUNTED SINGLE LAVATORY WITH SHROUD1/4" = 1'-0"3ROOM 181/182 -ADD ALT TEAM ROOM A&B -ENLARGED1/4" = 1'-0"2ROOM 184 -ADD ALT TEAM ROOM C -ENLARGED1/4" = 1'-0"5ROOM 181 -ADD ALT TEAM ROOM C -E21/4" = 1'-0"4ROOM 182 -ADD ALT TEAM ROOM B -E2REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 10/04/2023BID DOCUMENT SET
NE SESWNWBUILDING DIAGRAMNOT TO SCALE4COACHESOFFICE180ADD ALT TEAMROOM (A)181ADD ALT TEAMROOM (B)182COACHESOFFICE183ADD ALT TEAMROOM (C)184COACHESOFFICE185RFT-1EPF-2RFT-1EPF-2EPF-2RFT-1NNConsultant:Project:Location:Sheet:Plan NorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:As indicatedFIRST FLOOR FINISH PLAN-ADD ALT 3WOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545 A11.1.210/13/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR FINISH PLAN -ADD ALT 3ROOM FINISH SCHEDULE ADD ALT 3ROOMNUMBERROOM NAME FLOOR BASEWALLSCEILING SOFFIT CABINETS COUNTERTOPWINDOWTREATMENTREMARKS ROOM NUMBERNORTH EAST SOUTH WEST180 COACHES OFFICE RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 180181 ADD ALT TEAM ROOM (A) RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 181182 ADD ALT TEAM ROOM (B) RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 182183 COACHES OFFICE RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 183184 ADD ALT TEAM ROOM (C) RFT-1 / EPF-2 - / EPF-2 EP-1, 4 EP-1, 4 EP-1, 4 EP-1, 4 - 1, 13 184185 COACHES OFFICE RFT-1 - P-1, 3 P-1, 3 P-1, 3 P-1, 3 - 13 18510/04/2023BID DOCUMENT SET
SWNW
NE SE
BUILDING DIAGRAM
NOT TO SCALE
1
2
3
4
5
6
7
8
A B D F H J M N P QLL.5 M.4
7.2
G.8G
F.9
F.9
5.8
9
ICE RINK SLAB AND BASE
DESIGNED & SPECIFIED
BY OTHERS
ICE RINK SLAB AND BASE
DESIGNED & SPECIFIED
BY OTHERS
ADD ALT 1
SEE S1.0 ALT
ADD ALT 2
SEE S1.0 ALT
L.7
L.4 L.8F.5 F.95
F.4 F.6
12
C
M.3
F.3
F.3E K
3.1
L.42
4.9
- WHERE REQUIRED, REMOVE UNSUITABLE EXISTING SOILS BELOW FOOTINGS,
SLABS ON GRADE, ETC. TO APPROVED BEARING SOIL. REPLACE WITH
ENGINEERED FILL TO RAISE SITE TO ELEVATIONS CALLED FOR ON PLANS.
SEE SECTION 1/S5.0. REVIEW SOIL REPORT AND ARCHITECTURAL SITE PLAN.
FILL MATERIAL SHALL HAVE A MINIMUM 3000 PSF BEARING CAPACITY. TYPE
OF FILL MATERIAL AND PLACEMENT SHALL CONFORM TO SPECIFICATIONS
UNDER THE DIRECTION AND SUPERVISION OF THE SOIL ENGINEER. SOIL
ENGINEER SHALL FIELD VERIFY ALL BEARING CAPACITIES BEFORE FOOTINGS
ARE POURED.
- PROVIDE BOND BEAM W/ 2-#5 x CONT. AT TOP COURSE OF ALL MASONRY
FOUNDATION WALLS.
- TOP OF FOUNDATION WALL AT DOORS AT EL. = 99' - 4'' U.N.O.
- SEE SHEET S9.0, S9.1 & S9.2 FOR GENERAL NOTES, SCHEDULES AND OTHER
ADDITIONAL REQUIREMENTS.
- ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR TO
CONFORM WITH THOSE SHOWN ON ARCHITECTURAL PLANS.
- SEE ARCHITECTURAL DRAWINGS FOR FLOOR PITCHES, DEPRESSIONS, ETC.
- PROVIDE DOWELS TO MATCH ALL VERTICAL REINFORCING IN MASONRY PIERS
AND WALLS.
- CONTRACTOR SHALL PROVIDE FROST AND MOISTURE PROTECTION FOR
FOOTINGS EXPOSED DURING CONSTRUCTION.
- SEE DETAILS 10 AND 11/ S5.0 FOR LOCATIONS WHERE PLUMBING PENETRATES
FOUNDATION WALLS
ELECTRIC GENERATOR PAD:
8'-11' x 4'-2'' x 14'' THICK PAD w/ #4 @ 12'' o/c TOP & BOTTOM, EACH
WAY. VERIFY ACTUAL SIZE w/ SUPPLIER. PAD SHOULD BE 12'' LARGER EACH
DIRECTION THAN UNIT PROVIDED. T/PAD FLUSH w/ FINISH FLOOR, ISOLATE
FROM SLAB ON GRADE AND SUBSOIL w/ EXP. FELT. PROVIDE 10'' LAYER OF
CRUSHED STONE BELOW PAD. INSTALL ANCHOR BOLTS, SLEEVE FOR A.B'S ETC.
AS REQUIRED. COORDINATE LOCATION w/ GENERATOR SUPPLIER AND MECHANICAL
CONTRACTOR.
PLAN NOTES
KEYED NOTES
- ELEVATION 100'-0" ON THIS PLAN = FFE ON CIVIL SITE PLAN.
- CONTRACTOR SHALL VERIFY PIT SIZE AND DEPTH WITH ELEVATOR SUPPLIER
BEFORE SHOP DRAWINGS ARE SUBMITTED.
PROVIDE #5 x 4' - 0'' (LOCATED AT THE CENTER OF THE CONCRETE SLAB
ON GRADE) AT ALL REENTRANT CORNERS (INCLUDING CORNERS AT EXTERIOR
DOORS).
- THE CONTRACTOR SHALL ALSO VERIFY ELEVATIONS OF EXISTING SLABS,
FOOTINGS, WALLS ETC. THE ARCHITECT SHALL BE NOTIFIED IF ANY
DISCREPANCY IS DISCOVERED
- " " INDICATES PLUMBING LINE COORDINATE LOCATION OF
PIPE WITH PLUMBING CONTRACTOR
- SEE 16, 17, & 18/S5.0 FOR REINFORCING AT WALL CORNERS AND INTERSECTION.
- SEE 12/S5.0 FOR FOOTING GROUNDING INFORMATION.
- PROVIDE THICKENED SLAB PER SECTION 13/S5.0 BELOW ALL NON-BEARING
MASONRY WALLS. CONTRACTOR OPTION: REPLACE THICKENED SLAB WITH
SF2.0 STRIP FOOTING POURED AT SAME TIME AS OTHER FOOTINGS.
FOOTING FOR STAIR SUPPORT. COORDINATE SIZE AND LOCATION WITH STAIR
SUPPLIER. SEE 19/S5.0
PRECAST WALL PANEL TO BEAR ON TOP OF FOOTING. COORDINATE FOOTING
STEP LOCATION AS REQUIRED TO ALIGN WITH PANEL JOINT.
SLAB DEPRESSION FOR SHOWER, SEE X/SX.X
- SEE 17/S5.1 FOR REINFORCING AROUND FLOOR SLAB AND WALL OPENINGS,
UNLESS NOTED OTHERWISE
- CONCRETE CONTRACTOR TO COORDINATE W/ PRECASTER FOR LOCATION OF
ALL ANCHOR BOLTS (SEE 7/S5.0) CONTRACTOR TO ALSO COORDINATE WITH
PRECASTER FOR INSTALLATION OF CLIP ANGLES, WELD PLATES, INSERTS,
BEARING PLATES, DOWELS, ETC. THAT MUST BE CAST INTO CONCRETE FOR
INSTALLATION OF PRECAST.
STEP FOOTING AS REQUIRED TO HAVE NEW FOOTING MATCH EXISTING FOOTING.
SEE 6/S5.0 FOR STEPPED WALL FOOTING DETAIL. SEE 5/S5.1 FOR NEW
FOOTING ADJACENT TO EXISTING.
1
X
2
4
5
6
TRENCH DRAIN - SEE 15/S5.13
FOUNDATION
LEGEND
XX'-X''
COL. FOOTING MARK
TOP OF COLUMN
FOOTING ELEVATION
COL. GRID MARK X
THICKENED SLAB
SEE 13/S5.0
MASONRY WALL REINFORCING
CONCRETE FOUNDATION WALL
STRIP FOOTING
DESIGNATION W/
TOP OF FOOTING
ELEVATION
FOOTING STEP, SEE SEC 6/S5.0
PIER MARK & TOP OF
PIER ELEVATION (BRICK LEDGE)
MASONRY PIER
MASONRY WALL
FX
X
PX
XX'-X"MPSFX
T/L = XX'-X''TOP OF FOUNDATION
LEDGE ELEVATION
XX'-X''
XX'-X''
TOP OF FOOTING ELEV.
TOP OF WALL
ELEVATION
T/W = XX'-X''BLDG EXTERIOR- SEE 14 & 15/S5.0 FOR CONDUITS IN OR BELOW SLAB ON GRADE.
PROVIDE DOVETAIL RECESSES FOR P.C. PANELS IN CONTACT WITH MASONRY
WALLS. SEE DETAIL 22/S5.3
7 NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
FOUNDATION PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S1.0
10/04/2023
220025.00
1/16" = 1'-0"1 FOUNDATION PLAN - OVERALL
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
2
3
H J M N P QLL.5 M.4
SF6.0
96' - 0"
10"
T/W = 99' - 0"SF3.096' - 0"SF2.096' - 0"
SF2.0
96' - 0"
SF2.0
96' - 0"SLAB ON GRADE:
5'' CONCRETE w/6 x 6 - W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. 100' - 0'' U.N.O.
SF2.0
98' - 8"SF2.098' - 8"
SF2.0
98' - 8"SF2.098' - 8"SF2.096' - 0"SF2.098' - 8"SF2.098' - 8"SF2.098' - 8"SF2.098' - 8"
SF2.0
98' - 8"
SF2.0
98' - 8"
SF2.0
98' - 8"SF2.098' - 8"
SF2.0
98' - 8"
SF2.0
98' - 8"SF2.098' - 8"SF2.098' - 8"
SF2.0
96' - 0"SF2.096' - 0"SF2.096' - 0"CJCJCJCJCJCJCJCJCJCJCJ
CJCJCJCJ
CJ
CJ
CJ
CJCJCJCJCJCJCJCJCJCJCJ CJCJCJ
ICE RINK FLOOR
DESIGNED &
SPECIFIED BY OTHERS
L.4 L.8
3
S5.2
6
S5.1
7
S5.0
7
S5.0
RAMP
18
S5.1
7
S5.0
10"10"7
S5.0
1
S5.2
2
S5.2
2
S5.2
RAMP
19
S5.1SF3.093' - 0"
T/PIT = 96' - 0"
3
3
6
S5.1
6
S5.1
10"
T/W = 99' -0"
9
S5.0
2 STEP 1' - 0"STEP 2' - 0"
STEP 1' - 0"
STEP 2' - 0"
F7.0
96' - 0"
6
66
4
4
SF2.0
98' - 8"
7' - 2"
K
21' - 3" 19' - 2 3/4" 17' - 5" 14' - 2" 16' - 6 1/4" 6' - 10 1/2" 14' - 7"39' - 1 1/2"2' - 6" 18' - 10"20' - 7 1/2"31' - 5 1/2" 5' - 0" 10' - 4 1/2" 9' - 10" 26' - 5"28' - 0"56' - 2 1/2"18' - 10"10"7' - 2"5' - 4"5' - 0"15' - 3 3/4"7' - 2"
13
S5.0
100' -0"
100' -0"
100' -0"
102' -0"
100' -0"
F5.0
F7.0
96' - 0"
96' - 0"
100' -0"
102' -0"T/W = 99' - 0"
SLAB ON GRADE:
4'' CONCRETE w/6 x 6 -W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. = 96' -0"CJCJCJCJCJCJCJCJCJ21
S5.0
22
S5.0
22
S5.0STEP 2' - 0"STEP 2' - 0"STEP 2' - 0"
4' - 0" 4' - 0"
100' -0"
STEP 0' - 8"
STEP 2' - 0"
STEP 2' - 0"
STEP 0' - 8"
SF2.0
98' - 8"
SF7.5
96' - 0"SF2.096' - 0"
3' - 3"12"F7.0
96' - 0"
TYP1
TYP1
TYP1
TYP1
TYP1
TYP1
TYP1
3.1
L.42
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
SEE SHEET S1.0 FOR
PLAN NOTES & KEYED
NOTES NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
FOUNDATION PLAN -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S1.0a
10/04/2023
220025.001/8" = 1'-0"1 FOUNDATION PLAN - SE QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
2
3
A B D F H JG.8GF.9
SF2.096' - 0"
SF2.0
96' - 0"
SF5.0
96' - 0"
10"
T/W = 99' - 0"
SF5.0
99' - 0"
SLAB ON GRADE:
5'' CONCRETE w/6 x 6 - W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. 100' - 0'' U.N.O.
SF2.0
98' - 8"
SF2.0
98' - 8"CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ
CJ
CJ
CJCJCJCJCJCJCJCJCJCJCJCJ
ICE RINK SLAB AND
BASE DESIGNED &
SPECIFIED BY OTHERS
F.5 F.95
1
S5.2STEP 2' - 0"STEP 1' - 0"
3
C
SLAB ON GRADE AT GYM FLOOR:
6'' CONCRETE W/ MACRO SYNTHETIC FIBERS
PER MANUFACTURERS RECOMMENDED
DOSAGE ON 6'' COMPACTED GRANULAR
DRAINAGE FILL ON VAPOR BARRIER.
T/SLAB ELEV. 99' - 9 1/2'' COORDINATE JOINT
LOCATIONS W/ FLOOR SUPPLIER
1
S5.2
1
S5.2
6
S5.1 STEP 2' - 0"STEP 1' - 0"
10"
T/W = 99' - 0"T/W = 99' - 0"
3
S5.0
4
S5.0
10"
SF2.0
96' - 0"
F5.0
96' - 0"99' - 0"P3BP-199' - 0"P3BP-199' - 0"P3BP-1P3BP-19
S5.0 F8.5
99' - 0"9
S5.0
F6.0 F6.0
F6.0
96' - 0"96' - 0" 96' - 0"EX SF2.096' - 0"F.V.F.V.96' - 0"98' - 0"
5
S5.1
299' - 0"6
66
4
8
S5.1
TYP
5
S5.0 STEP 2' -0"STEP 1' -0"96' - 0"98' - 0"SF5.0
99' - 0"SF2.096' - 0"
8' - 1"1' - 3" F.V.19' - 5 1/2"28' - 0"6 1/2"7' - 4"67' - 5"7' - 4"24' - 8"7' - 4"28' - 0"20' - 3 1/2"96' - 5"
41' - 7"7' - 4" 3' - 4" 7' - 4"36' - 10"12' - 8 1/4"3' - 5 3/4"10" 8' - 1"56' - 10"28' - 0" 11' - 11" 12' - 6"36' - 7 1/8"19' - 8 7/8" 12' - 4 1/8" 14' - 5 7/8" 16' - 7 1/2" 9' - 2 1/2" 7' - 2"
E
SF2.0
99' - 0"
13
S5.0
13
S5.0 9
S5.0
SF2.0
99' - 0"SF2.099' - 0"SF2.099' - 0"
F5.0
99' - 0"
13
S5.0
9
S5.0
CJSTEP 2' - 0"STEP 2' - 0"STEP 2' - 0"
4' - 0" 4' - 0"
5
S5.2
STEP 0' - 8"
STEP 2' - 0"
STEP 2' - 0"
STEP 0' - 8"
SF7.5
96' - 0"
F5.0
99' - 0"
F7.0
99' - 0"12"3' - 3"12"TYP1
TYP1
7
7
7
7
3.1
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
SEE SHEET S1.0 FOR
PLAN NOTES & KEYED
NOTES NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
FOUNDATION PLAN -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S1.0b
10/04/2023
220025.00
1/8" = 1'-0"1 FOUNDATION PLAN - NE QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
4
5
6
7
8
A B D F H J
7.2
G.8GF.9
5.8
9
F6.0
99' - 0"
F6.0
99' - 0"
F8.0F8.0
99' - 0"F6.0
96' - 0"
F6.0
99' - 0"96' - 0"
F5.0
96' - 0"
F5.0
96' - 0"
F8.0 F9.0
F8.0
96' - 0"
F8.0
F9.0
96' - 0"
96' - 0"
F9.0
96' - 0"
T/W = 100' - 8"SF2.096' - 0"T/W = 100' - 8"SF2.096' - 0"T/W = 100' - 8"T/W = 100' - 0"T/W = 100' - 8"1' - 3"SF5.0
99' - 0"
SF2.0
98' - 8"CJCJCJCJCJCJCJCJSF2.0
96' - 0"
1' - 3"1' - 3"1' - 3"SF2.096' - 0"SF3.099' - 0"SF3.599' - 0"
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ CJICE RINK SLAB AND
BASE DESIGNED &
SPECIFIED BY OTHERS
F.4 F.6
STEP 2' - 0"STEP 1' - 0"
7
S5.0
7
S5.0
T/W = 99' -0"
10"
6
S5.1
SF5.0
96' - 0"99' - 0"P1BP-18
S5.0
1' - 0"
99' - 0"BP-1BP-1BP-1BP-1BP2P199' - 0"F6.0
99' - 0"
F6.0
99' - 0"
96' - 0"
F4.0
96' - 0"
F4.0
96' - 0"
3
S5.0
4
S5.0
3
S5.0
4
S5.0SF2.096' - 0"
16
S5.1
16
S5.1
1
S5.2
16
S5.1
1
S5.2
1
S5.2
20
S5.0
SF5.0
99' - 0"
C
S5.0
18
99' - 0"P1BP-199' - 0"P1BP-2BP-1P199' - 0"99' - 0"P1BP-2P1BP-199' - 0"P1BP-2BP-1P1BP-1P199' - 0"BP-2P1BP-299' - 0"6
S5.1BP-1BP-3BP-3SLAB ON GRADE AT GYM FLOOR:
6'' CONCRETE W/ MACRO SYNTHETIC FIBERS
PER MANUFACTURERS RECOMMENDED
DOSAGE ON 6'' COMPACTED GRANULAR
DRAINAGE FILL. T/SLAB ELEV. 99' - 9 1/2''
COORDINATE JOIST LOCATIONS W/ FLOOR
SUPPLIER
SLAB ON GRADE:
5'' CONCRETE w/6 x 6 - W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. 100' - 0'' U.N.O. BP-18
S5.0
T/PIT = 95' - 0"
SF2.0
98' - 8"
F.3
4
S5.1
9
S5.1
11
S5.1
10
8
S5.1
TYP
1' - 3"7' - 4"E
6 1/2"7' - 4"67' - 6"64' - 0"11' - 4 1/2"12' - 11"2' - 11"2' - 11"5' - 1" 26' - 6"30' - 8"8' - 1"56' - 10"28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10"16' - 7 1/2" 9' - 2 1/2" 7' - 2"63' - 1 3/4"11' - 11" 5' - 0"2' - 0"28' - 0"36' - 7"
1' - 5 1/2"
44' - 7"1' - 5 1/2"17' - 7"17' - 7"12' - 11"2' - 11"2' - 11" 5' - 1" 26' - 6"
SF5.0
99' - 0"
SF2.0
99' - 0"SF2.096' - 0"
S5.1
13
1' - 0"11"6' - 10 3/8"99' - 0"CJCJCJCJCJCJCJCJ1' - 5 1/2"1' - 5 1/2"99' - 0"T/W = 99' - 0"T/W = 99' - 0"11"STEP 2' - 0"
STEP 0' - 8"T/W = 99' - 0"
T/L = 99' - 4"T/L = 99' - 4"T/W = 100' - 8"T/L = 99' - 4"T/L = 99' - 4"T/L = 99' - 4"
TYP1
TYP1
7 7
7
7
4.9
SEE SHEET S1.0 FOR
PLAN NOTES & KEYED
NOTES NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
FOUNDATION PLAN -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S1.0c
10/04/2023
220025.00
1/8" = 1'-0"1 FOUNDATION PLAN - NW QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE5
6
7
8
H J M N P Q
L
L
L.5
L.5 M.4
7.2
5.8
F8.0
99' - 0"
F8.0
99' - 0"
F5.0
99' - 0"
96' - 0"
F5.0
96' - 0"
F8.0
96' - 0"
F8.0
96' - 0"
F8.0
96' - 0"
96' - 0"
F8.0
F8.0
96' - 0"96' - 0"
F8.0
SF6.0
96' - 0"SF2.096' - 0"T/W = 100' - 8"1' - 3"T/W = 100' - 8"SF2.096' - 0"1' - 3"1' - 4"T/W = 100' - 8"
SF2.0
96' - 0"
1' - 4"
T/W = 100' - 8"SF3.599' - 0"
SF2.0
98' - 8"SF2.0
98' - 8"
SF2.0
98' - 8"
SF2.0
98' - 8"
CJ
CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ CJCJCJCJCJCJCJCJCJCJCJCJSF2.098' - 8"
SF2.0
98' - 8"
SF2.0
98' - 8"SF2.098' - 8"SF2.098' - 8"
ICE RINK SLAB AND
BASE DESIGNED &
SPECIFIED BY OTHERS
L.7
L.4 L.8
12
2
S5.2
3
S5.2
20
S5.0
2
S5.2
9
S5.0
9
S5.0
9
S5.0
16
S5.1 BP-1P1BP-199' - 0"BP-2BP-2BP-3BP-199' - 0"P1 BP-299' - 0"P1BP-28
S5.0 99' - 0"P1BP-299' - 0"P1BP-28
S5.0
F5.0
96' - 0"99' - 0"P1BP-299' - 0"P1BP-28
S5.0
16
S5.1
1
S5.2
9
S5.0
SF2.0
98' - 8"7
S5.0
T/W = 99' - 0"
10"
21
S5.0
F9.0 F9.0
18
S5.1
RAMP
SF2.0
98' - 8"
SF2.0
98' - 8"
SF2.0
98' - 8"SF2.098' - 8"SF2.098' - 8"SF2.098' - 8"
SF2.0
98' - 8"98' - 0"96' - 0"
19
S5.1
3
S5.0
4
S5.0 STEP 2' - 0"STEP 1' - 0"
4' - 0"3' - 11 1/2"
M.3
8
S5.1
8
S5.1
S5.1
11
99' - 0"99' - 0"
S5.1
9
S5.1
10
K
7' - 2"
21' - 3" 19' - 2 3/4" 17' - 5" 14' - 2" 16' - 6 1/4" 6' - 10 1/2" 14' - 7"39' - 1 1/2"
2' - 6"
18' - 10"12' - 11"2' - 11"2' - 11" 5' - 1" 26' - 6"
1' - 9 3/4"
31' - 7"15' - 8" 17' - 10 3/4" 4' - 11 7/8"1' - 10 5/8"71' - 11 3/8"
3°
43' - 11 7/8"10' - 8" 4' - 11 1/2"35' - 5 3/4"1' - 6" 7' - 0"
1' - 6 1/8"
SLAB ON GRADE:
5'' CONCRETE w/6 x 6 - W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. 100' - 0'' U.N.O.
21
S5.0
102' -0"
100' -0"
102' -0"
100' -0"
1
S5.1
7' - 9 1/8"9"22
S5.0
22
S5.0
100' -0"
STEP 2' - 0"
STEP 0' - 8"
SF2.0
99' - 0"
T/L = 99' - 4"T/L = 99' - 4"T/L = 99' - 4"T/L = 99' - 4"
TYP1
TYP1
TYP1
TYP1
TYP1
4.9
SEE SHEET S1.0 FOR
PLAN NOTES & KEYED
NOTES
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
FOUNDATION PLAN -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S1.0d
10/04/2023
220025.001/8" = 1'-0"1 FOUNDATION PLAN - SW QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
2
3
5
6
7
8
H J M N P QLL.5 M.4
7.2
G.8
5.8
ADD ALT 2
SEE S1.1
L.7
L.4 L.8
TYPICAL CAST-IN-PLACE CONCRETE
STAIRS ON PRECAST STADIA. SEE
ARCHITECTURAL FOR LOCATION
SHADED AREA INDICATES CAST-IN-
PLACE CONCRETE OVER GEOFOAM
(EPS INSULATION) OVER PRECAST
STADIA
12
M.3
K
3.1
L.42
4.9
- PRECASTER SHALL CUT ALL OPENINGS 12'' OR LARGER IN ANY DIRECTION
AND HEADER AS REQUIRED. COORDINATE ALL OTHER OPENINGS WITH
DESIGN. OPENINGS LESS THAN 12'' IN SIZE AND NOT SHOWN ON
STRUCTURAL PLANS SHALL BE INSTALLED BY RESPECTIVE TRADE.
OPENINGS LESS THAN 12'' IN SIZE THAT ARE SHOWN ON STRUCTURAL
DRAWINGS SHALL BE BY GENERAL OR LEAD CONTRACTOR.
- ALL OPENINGS ARE SAME SIZE AS DUCT PLUS 4'' EACH WAY.
COORDINATE WITH TRADE CONTRACTORS.
- GROUT ALL EXPOSED ENDS OF PRECAST PLANK SOLID
- COMPOSITE WALL PANELS, INCLUDING CONNECTIONS, TO BE DESIGNED BY
PRECASTER TO RESIST LATERAL FORCES INDICATED ON PLAN FOR THE
CORRESPONDING WALLS. PRECASTER TO ALSO DESIGN PANEL &
CONNECTION FOR OUT OF PLANE WIND AND SEISMIC FORCES.
XX KIPS INDICATES SHEAR FORCE,IN KIPS FOR WIND
YY KIPS INDICATE SHEAR FORCE, IN KIPS FOR SEISMIC
WIND SHEAR FORCES ARE SERVICE LOADS. SEISMIC FORCES SHOWN ARE
ULTIMATE PRECASTER TO PERFORM INDEPENDENT LATERAL ANALYSIS AND
DESIGN FOR WORST CASE LOADS. PROVIDE LATERAL LOADS FOR
ENGINEER TO REVIEW.
- SEE ARCHITECTURAL FOR ALL OPENINGS IN PRECAST WALL PANELS.
- PRECASTER TO PERFORM LATERAL ANALYSIS AND DESIGN PRECAST FOR
BOTH LATERAL AND GRAVITY LOADS. SEE S9.1 AND S9.2 FOR MORE INFORMATION
- PRECASTER SHALL DEVELOP CONNECTIONS FROM DIAPHRAGM TO SHEAR WALL
& COLLECTOR BEAMS AS REQUIRED
8'' PRECAST FLOOR PLANK W/ 3'' COMPOSITE TOPPING W/ W.W.F. 6 x 6 -
W1.4 x W1.4 W/ 2 HOUR FIRE RATING U.N.O. PRECAST BEARING EL =
111' - 7''. HEADERS BY PRECASTER. WETCAST AS REQUIRED.
SUPERIMPOSED LIVE LOAD:
SUPERIMPOSED DEAD LOAD:
= 80 PSF AT TYPICAL
= 125 PSF AT STORAGE
= 125 PSF AT MECHANICAL ROOMS
= 10 PSF AT TYPICAL PLUS MASONRY
PARTITIONS, AND TOPPING
= 75 PSF AT MECHANICAL ROOMS PLUS
MASONRY PARTITIONS AND
TOPPING.
PRECAST STADIA BY PRECASTER
TYPICAL PRECAST WALL PANEL:
1. DESIGN WALL TO CARRY SUPERIMPOSED VERTICAL ROOF LOADS AS
SHOWN ON PLAN.
2. WALL PANELS TO SPAN VERTICALLY AND RESIST BENDING DUE TO WIND
LOADS, ECCENTRIC LOADING, MISCELLANEOUS ATTACHMENT (i.e LIGHT
FIXTURES, OVERHEAD DOORS), ETC.
3. WALL PANELS SHALL RESIST LATERAL WIND SHEAR LOADS FOR THE
BUILDING. SPECIFY SHEAR WALLS ON SHOP DRAWINGS.
4. PROVIDE DOVETAIL SLOTS WHERE CMU WALLS ABUT PRECAST PANELS,
TIE IN WALLS WITH DOVETAIL ANCHORS.
5. DESIGN WALL PANELS FOR ALL OPENINGS, INCLUDING DOORS, WINDOWS,
LOUVERS, ETC. DESIGN FOR FUTURE OPENINGS AS SHOWN ON PLANS.
6. PROVIDE EMBEDS AND BOX OUTS AS REQUIRED FOR OUTLETS, GRILLES,
LOUVERS, DOORS, FRAMES CONDUITS, PIPES, ETC, COORDINATE WITH ALL
OTHER PLANS AND TRADES TO ACCOMPLISH.
1
2
5
PRECAST KEYED NOTES:
3" CONCRETE OVER 1 1/2" x 20 GA GALVANIZED METAL FORM DECK (4 1/2"
TOTAL THICKNESS) WELDED TO SUPPORTS PER MANUFACTURERS
RECOMMENDATIONS W/ WWF 6 x 6 - W1.4 x W1.4 CENTERED IN UPPER 3"
CONCRETE THICKNESS
3
NEW STEEL STAIR:
ALL STAIR FRAMING, STAIR CONNECTIONS, HANDRAILS, AND RAILING
CONNECTIONS SHALL BE DESIGNED BY STAIR SUPPLIER. DESIGN SHALL BE
STAMPED BY PROFESSIONAL ENGINEER REGISTERED IN WISCONSIN. SEE
SHEET S9.0 FOR DESIGN CRITERIA.
4
SWNW
NE SE
BUILDING DIAGRAM
NOT TO SCALEN N
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
SECOND FLOOR FRAMING
PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.0
10/04/2023
220025.001/16" = 1'-0"1 MEZZANINE FLOOR FRAMING PLAN - OVERALL
10/13/2023
MEZZANINE FLOORFRAMING PLAN - OVERALL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
2
3
H J M N P QLL.5 M.4
L2 W12 x 26MP1MP1MP1W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26MP1MP1MP1MP1MP1MP1MP1L.4
17' - 5"
L.8
30' - 8 1/4"
L2 L2L2 MP1MP1MP1MP1MP1MP1MP1L2L2L2MP1MP1L2MP1MP1MP1MP1MP1MP1MP1L2L2L2
L2MP1MP1MP1MP1MP1MP1MP1MP1
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26 MP1W18 x 35 W18 x 40 W18 x 35 MP1153' - 11 1/2"W10 x 12 @ 4' - 0" o/c
3
L2
18" PLANK28" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANKOPEN
TYPICAL CAST-IN-PLACE CONCRETE
STAIRS ON PRECAST STADIA. SEE
ARCHITECTURAL FOR LOCATION
SHADED AREA INDICATES CAST-IN-
PLACE CONCRETE OVER GEOFOAM
(EPS INSULATION) OVER PRECAST
STADIA
SHADED AREA INDICATES CAST-IN-
PLACE CONCRETE OVER GEOFOAM
(EPS INSULATION) OVER PRECAST
STADIA
2
2
21
3
S5.2 MP1MP11' - 4"
17
S5.4 18
S5.5
3
S5.2
L2
K
W12 X 53
W12 X 53
W12 X 53 MP1MP1MP1MP1MP1MP1L2
W12 x 26
W12 x 26
W12 x 26
20
S5.4
7
S5.3
TYP51111111111111111111112' - 0"TYP52MP1
10
S5.3
-
---
5
5
L2
TYP51L22.1K
3.0K PRESS BOXCOLUMNPRESS BOXCOLUMN1' - 4"
17
S5.5 W12 x 72W12 x 7217
S5.4W18 x 35W18 x 35( 111' - 7" )( 111' - 7" )( 110' - 1 1/4" )110' - 1 1/4"( 111' - 7" )
3.1
L.42
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
SEE SHEET S2.0 FOR
PLAN NOTES & KEYED
NOTES
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
MEZZANINE FLOOR
FRAMING PLAN -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.0a
10/04/2023
220025.001/8" = 1'-0"1 MEZZANINE FLOOR FRAMING PLAN - SE QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
5
H J M N P QLL.5 M.4G.8
W12 x 26MP1MP1
W12 x 26MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1
W12 x 26
W12 x 26
W12 x 26
W12 x 26MP1
W12 x 26
L.4 L.8
W18 x 35 W18 x 40 W18 x 35
W18 x 35W18 x 35W12 x 72W12 x 72MP1L2L2L2L2L2L2
L2 MP1MP1MP1MP1MP1L2MP1MP1L2L2L2 L2MP1MP2MP1MP8MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1MP1L2L2
L2
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26
W12 x 26 18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANK18" PLANKL260' - 0"W10 x 12 @ 4' - 0" o/c 24' - 0"W10 x 12 @ 4' - 0" o/c 55' - 9 1/8"W10 x 12 @ 4' - 0" o/c
OPEN
TYPICAL CAST-IN-PLACE CONCRETE
STAIRS ON PRECAST STADIA. SEE
ARCHITECTURAL FOR LOCATION
SHADED AREA INDICATES CAST-IN-
PLACE CONCRETE OVER GEOFOAM
(EPS INSULATION) OVER PRECAST
STADIA
3
10"2
2
2
2
3
S5.2
17
S5.5
17
S5.4
1' - 4"1' - 3 7/8"13
S5.2
3
S5.2
K
L2TYP51 15 TYP511111111111113.0K
2.1KPRESS BOXCOLUMNPRESS BOXCOLUMN4.9
SEE SHEET S2.0 FOR
PLAN NOTES & KEYED
NOTES
H J N PK
HSS10 x 5 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4
HSS4 x 2 x 1/4
HSS4 x 2 x 1/4
HSS4 x 2 x 1/4
HSS4x2x1/4HSS4x2x1/4HSS4x2x1/4HSS4x2x1/4HSS6 x 6 x 1/4HSS6 x 6 x 1/4HSS4 x 2 x 1/4
HSS4 x 2 x 1/4
HSS4 x 2 x 1/4
HSS4 x 2 x 1/4
HSS10 x 5 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4HSS4 x 2 x 1/4HSS6 x 6 x 1/4HSS6 x 6 x 1/41
1
1
1
1
1
T/STEEL @ 122' -8 1/2"
OR 10' -2 1/2" ABOVE
MEZZANINE FLOOR
T/STEEL @ 122' -8 1/2"
OR 10' -2 1/2" ABOVE
MEZZANINE FLOOR
5
6
7
M NM.4
7.2
L.7
L.8
M.3
L7MP2MP2L2L2L2 L2
4.9 NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
MEZZANINE FLOOR
FRAMING PLAN -SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.0b
10/04/2023
220025.001/8" = 1'-0"1 MEZZANINE FLOOR FRAMING PLAN - OVERALL
1/8" = 1'-0"2 PRESS BOX ROOF FRAMING PLAN
1/8" = 1'-0"3 LINTEL PLAN
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
2
3
4
5
6
7
8
A B D F H J M N P QLL.5 M.4
7.2
G.8GF.9
5.8
9
198' - 1 3/4
"96DLH212219' - 0"21 EQ SP @ 10.43' = 219' - 0"DBE = 131' - 3"DBE = 134' - 7"DBE = 133' - 2 1/2"DBE = 130' - 11"DBE = 127' - 4 1/2"JBE = 127' - 4 1/2"260DLH18219' - 0"22 EQ SP @ 10.43' = 219' - 0"60DLH18188' - 4"19 EQ SP @ 9' - 11" = 188' - 4"2R.D.
R.D.
R.D.
R.D.
R.D.
R.D.
R.D.
R.D.199' - 1 1/8"168' - 6 1/8"L.7
L.4 L.8F.5 F.95
F.4 F.6
12
C
M.3
F.3
51329K (ULT)9.5K (ULT)60K (ULT)1264K (ULT)1157K (ULT)38K (ULT)5 5 5
E
K
35K (ULT)3.1
L.42
4.9
121' - 6"28KSP1 @ 4' - 6" o/c
W18 x 35
W24 x 55
1 1
W24 x 55W24 x 55W24 x 55W16 x 26
W16 x 3122KSP1W16 x 26
W24 x 55 W24 x 55
W30 x 90
W30 x 90 W27 x 84
75' - 0"22K4 @ 5' - 0" o/c
W24 x 62W16 x 26W18 x 35
W24 x 76
W24 x 55
(22K)W24 x 55W18 x 35 W18 x 35
W21 x 44 W21 x 44
W24 x 5544' - 0"
75' - 0"
22KSP1 @ 5' - 0" o/c
1
10' - 0"
22K4 @
6' - 0" o/c
24' - 0"22K4 @ 6' - 0" o/c
30' - 0"
22KSP1
18' - 0"
22K9
@ 6' - 0"
22KSP1 @ 4' - 0"
1
1
1
1
1
W16 x 2610
ADD ALT 1
SEE S2.1
ADD ALT 2
SEE S2.1
W16 x 26W16 x 26W16 x 26W16 x 26S2.1c
2
W24 x 104
W24 x 55
T/CANOPY STEEL = 110' - 9"W8 x 15W8 x 249' - 3 3/4"
W8 x 10
18' - 1 3/4
"W24 x 5531' - 10"
33' - 7"6 EQ SP
12K3
5 EQ SP
21' - 2 5/8"20' - 1 3/4"12K3
1
T/CANOPY
STEEL = 110' - 9"10101010108" ROOF PLANK
FOLDING PARTITION WALL
ATTACHMENT BY OTHERS 1037' - 7 1/2"43' - 5 1/2"44' - 4"36' - 5"
49K (ULT)
9.5K (ULT)
70K (ULT)
W16 x 26
13
S5.5
13
S5.5
FOLDING PARTITION WALL
ATTACHMENT BY OTHERS
L1
(30K) (30K)(19K) (19K)(21K)(22K)W24 x 558B
(19K)(19K)(36K) (36K)
8A
8A
SWNW
NE SE
BUILDING DIAGRAM
NOT TO SCALE
PLAN NOTES
- "(XXX'-XX'')" INDICATES TOP OF STEEL BEAM ELEVATION
DBE = XXX'-XX'' INDICATES DECK BEARING ELEVATION
- "( )"INDICATES BRACE FROM TOP CHORD OF JOIST AT PANEL POINT TO
BOTTOM FLANGE OF BEAM OR JOIST GIRDER. SEE SEC 10/S5.4
- "(#.#K )"INDICATES ADDITIONAL LOAD FROM ROOF TOP UNITS OR DRIFT.
- SEE SECTION 2, 3, & 4/S5.4 FOR FRAMING AROUND MISCELLANEOUS
OPENINGS SHOWN OR NOT SHOWN. COORDINATE SIZE AND LOCATION WITH
ARCH, HVAC, PLUMBING, AND ELECTRICAL DWGS.
- SEE LOOSE LINTEL SCHEDULE AND GENERAL NOTES FOR ANY LINTELS
NOT SPECIFICALLY CALLED OUT.
- HORIZONTAL JOIST BRIDGING TOP AND BOTTOM PER SJI w/ X-BRIDGING
WHERE SHOWN ON PLAN. SEE SECTION 12/S5.4 PROVIDE ADDITIONAL UPLIFT
BRIDGING AT EACH END OF JOIST AND AS REQUIRED BY DESIGN. SEE JOIST
GENERAL NOTES FOR ADDITIONAL REQUIREMENTS
- SEE SHEET S9.0 AND S9.1 FOR GENERAL NOTES, SCHEDULES AND OTHER
ADDITIONAL REQUIREMENTS.
- SEE S9.2 FOR SNOW DRIFT LOADS.
- STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY A LICENSED
ENGINEER WORKING FOR THE FABRICATOR. (#K) INDICATES A SHEAR
REACTION AT A SERVICE LOAD LEVEL. USE ASD. FOR ANY SIMPLE
SPAN WF FRAMING MEMBER NOT SPECIFICALLY NOTED, OR NOT SHOWN
OTHERWISE ON PLANS OR DETAILS, DESIGN FOR A MINIMUM 12K END
SHEAR REACTION.
- TYPICAL NON-BEARING MASONRY PARTITIONS (NOT SHOWN ON PLAN):
1.8'' CONCRETE BLOCK W/ VERT. REINFORCING, #5 @ 48'' o/c (U.N.O.) GROUTED
FULL HEIGHT IN CENTER OF WALL. PROVIDE DOWELS TO MATCH INTO
FOOTING.
2.PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16'' o/c MAXIMUM,
VERTICALLY FOR THE FULL WALL HEIGHT.
3.PROVIDE (1) - #5 AT CORNERS, ENDS AND EACH SIDE OF CONTROL AND
EXPANSION JOINTS, OPENINGS, DOORS, WINDOWS, JAMBS, ETC. U.N.O. SEE
PLAN FOR MASONRY PIER REQUIREMENTS.
4.REINFORCE STUB WALLS BELOW WINDOWS EXCEEDING 6'-0'' IN LENGTH
W/ #5 @ 32'' o/c VERTICALLY WITH DOWELS TO MATCH INTO FOOTING,
THICKENED SLAB OR TOPPING.
1.PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16'' o/c MAXIMUM
VERTICALLY FOR THE FULL WALL HEIGHT.
2.PROVIDE (1) - #5 AT CORNERS, ENDS AND EACH SIDE OF CONTROL AND
EXPANSION JOINTS, OPENINGS, DOORS, WINDOWS, JAMBS, ETC. FOR FULL
HEIGHT TO TOP OF WALL U.N.O. SEE PLAN FOR MASONRY PIER
REQUIREMENTS.
3.REINFORCE STUB WALLS BELOW WINDOWS EXCEEDING 6'-0'' IN LENGTH
W/ #5 @ 32'' o/c VERTICALLY WITH DOWELS TO MATCH INTO FOOTING,
THICKENED SLAB OR TOPPING.
- CMU WALLS (SHOWN ON PLANS) SEE 4/S5.3:
- MASONRY STAIR AND ELEVATOR WALLS:
1. GROUT COMPLETELY SOLID ALL CELLS. USE STANDARD WEIGHT BLOCK
REINFORCE AS SPECIFIED ELSEWHERE
- " " INDICATES REBAR GROUTED SOLID IN CMU WALL. (SHOWN FOR
CONCEPT, ACTUAL PLACEMENT BY MASON)
- ROOF STRUCTURE IS DESIGNED FOR AN ADHERED NON-BALLASTED ROOF
- ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR TO
CONFORM WITH THOSE SHOWN ON ARCHITECTURAL PLANS
- ROOF STRUCTURE IS DESIGNED FOR A MAXIMUM STANDING WATER HEIGHT
OF 6". PROVIDE SCUPPERS AND/OR OVERFLOW DRAINS AS REQUIRED TO
LIMIT STANDING WATER TO 6".
- " R.D. " INDICATES ROOF DRAIN OR O.D. INDICATES OVERFLOW
DRAIN LOCATION. SEE SECTION 2, 3 OR 4/S5.4 FOR FRAMING AROUND
DRAINS, COORDINATE SIZE AND LOCATION WITH PLUMBING DRAWINGS.
- PROVIDE SUPPORT AT TOP OF ALL NON-BEARING MASONRY WALLS PER
14/S5.3
- V = ##K INDICATES REACTION
A = ##K INDICATES AXIAL LOAD
M = ###FT-K INDICATES END MOMENT
- CONNECTIONS ENGINEER TO DESIGN ALL BEAM CONNECTIONS IN LINE WITH
MOMENT FRAMES FOR A MINIMUM OF 5K END AXIAL REACTION.
- (A=#K) INDICATES AXIAL END REACTIONS AT SERVICE LOAD LEVEL.
CONNECTIONS ENGINEER TO DESIGN MEMBER CONNECTIONS TO TRANSFER
AXIAL LOAD AS A COLLECTOR MEMBER
- SEE 13/S5.3 FOR MASONRY CONTROL JOINTS..
- FOR TOILET PARTITIONS HUNG FROM STRUCTURE, SEE 7, 8, & 9/S5.5
- ALL EXPOSED STEEL AT CANOPIES TO BE PAINTED W/ 3-COAT EXTERIOR PAINT
SYSTEM. SEE SPEC 05 10 00
- " " INDICATES MOMENT CONNECTIONS. WHERE BEAM ENDS ARE MOMENT
CONNECTED ON OPPOSING SIDES OF A MEMBER, THE BEAM SIZES ARE THE
SAME UNLESS NOTED OTHERWISE. SEE 6/S5.5
- REFER TO SECTIONS 6/S5.4, 7/S5.4 AND 16/S5.4 WHERE APPLICABLE
- WHERE JOISTS RUN THROUGH NON-BEARING WALLS, PROVIDE POCKET IN
MASONRY FOR JOIST CLEARANCE ON ALL SIDES. FILL WITH FIRESAFING IN FIRE
RATED WALLS ONLY, BATT INSULATION EVERYWHERE ELSE. SEE
ARCHITECTURAL PLANS FOR DETAILS AND 18/S5.3 .
PROVIDE C6 x 13 BELOW R.T.U. CURB AT 1 1/2" DECK AND
REINFORCE JOIST PER DETAIL 5/S5.4. SEE SECTION 2/S5.4 FOR
FRAMING AROUND DUCTS AND MISCELLANEOUS OPENINGS SHOWN OR
NOT SHOWN. COORDINATE SIZE AND LOCATION WITH HVAC AND
PLUMBING DRAWINGS.
KEYED NOTES
TYPICAL ROOF CONSTRUCTION: 1 1/2" x 22 GA WIDE RIB
GALVANIZED METAL ROOF DECK, 3 SPAN MINIMUM. SEE DETAIL 1/S5.4
FOR ROOF DECK ATTACHMENT AND GENERAL NOTES FOR ADDITIONAL
REQUIREMENTS.
L3 x 3 x 1/4 x CONT. FOR DECK SUPPORT. SEE SECTION 11/S5.4
TYPICAL ROOF CONSTRUCTION AT GYM: 3" x 20 GA GALVANIZED
ACOUSTICAL DECK, 3 SPAN MINIMUM. SEE DETAIL 3/S5.4 FOR ROOF
DECK ATTACHMENT AND GENERAL NOTES FOR ADDITIONAL
REQUIREMENTS
PROVIDE MC8 x 21.4 BELOW R.T.U. CURB AT 3" DECK AND
REINFORCE JOIST PER DETAIL 5/S5.4. SEE SECTION 4/S5.4 FOR
FRAMING AROUND DUCTS AND MISCELLANEOUS OPENINGS SHOWN OR
NOT SHOWN. COORDINATE SIZE AND LOCATION WITH HVAC AND
PLUMBING DRAWINGS.
ROOF HATCH, SEE 2/S5.4.
PROVIDE 5" SEATS AT K-SERIES JOISTS TO MATCH LH JOIST SEAT
DEPTH
RTU WITH WEIGHT (INCLUDING CURBS) AS INDICATED ON PLANS. VERIFY
DUCT PENETRATIONS WITH MECHANICAL CONTRACTOR PRIOR TO
CONSTRUCTION. FRAME AROUND OPENINGS IN STEEL DECK PER 2/S5.4.
PRECAST HEADERS BY PRECASTER
ADDITIONAL X-BRACING BY STEEL SUPPLIER AT BASKETBALL
BACKBOARD GRAVITY SUPPORT. ALIGN (4) BRACES W/ GRAVITY
SUPPORTS AND (2) BRACES WITH BACKBOARD BRACE, AT MINIMUM.
SEE 5/S5.5
W8 x 24 HOIST BEAM WITH 3" MINIMUM CLEARANCE ABOVE, SEE
GENERAL NOTES ON S9.0. LOCATION TO BE COORDINATED WITH
ELEVATOR SUPPLIER. SEE ARCH PLANS FOR RATED CEILINGS.
1
2
3
4
5
14
15
6
7
8
9
- PRECASTER SHALL CUT ALL OPENINGS 12'' OR LARGER IN ANY DIRECTION
AND HEADER AS REQUIRED. COORDINATE ALL OTHER OPENINGS WITH
DESIGN. OPENINGS LESS THAN 12'' IN SIZE AND NOT SHOWN ON
STRUCTURAL PLANS SHALL BE INSTALLED BY RESPECTIVE TRADE.
OPENINGS LESS THAN 12'' IN SIZE THAT ARE SHOWN ON STRUCTURAL
DRAWINGS SHALL BE BY GENERAL OR LEAD CONTRACTOR.
- ALL OPENINGS ARE SAME SIZE AS DUCT PLUS 4'' EACH WAY.
COORDINATE WITH TRADE CONTRACTORS.
- GROUT ALL EXPOSED ENDS OF PRECAST PLANK SOLID
- COMPOSITE WALL PANELS, INCLUDING CONNECTIONS, TO BE DESIGNED BY
PRECASTER TO RESIST LATERAL FORCES INDICATED ON OVERALL FRAMING.
PLAN FOR THE CORRESPONDING WALLS. PRECASTER TO ALSO DESIGN PANEL
& CONNECTION FOR OUT OF PLANE WIND AND SEISMIC FORCES.
XX KIPS INDICATES SHEAR FORCE,IN KIPS FOR WIND
WIND SHEAR FORCES SHOWN ARE ULTIMATE PRECASTER TO PERFORM
INDEPENDENT LATERAL ANALYSIS AND DESIGN FOR WORST CASE LOADS.
PROVIDE LATERAL LOADS FOR ENGINEER TO REVIEW.
- SEE ARCHITECTURAL FOR ALL OPENINGS IN PRECAST WALL PANELS.
- PRECASTER TO PERFORM LATERAL ANALYSIS AND DESIGN PRECAST FOR
BOTH LATERAL AND GRAVITY LOADS. SEE S9.0 AND S9.1 FOR MORE INFORMATION
- PRECASTER SHALL DEVELOP CONNECTIONS FROM DIAPHRAGM TO SHEAR WALL
& COLLECTOR BEAMS AS REQUIRED
10'' PRECAST ROOF PLANK, NO TOPPING, W/ 1 HOUR FIRE RATING U.N.O.
PRECAST BEARING EL. = 114' - 8". HEADERS BY PRECASTER.
COORDINATE ADDITIONAL POINT LOADS WITH MEP
SUPERIMPOSED LIVE LOAD
SUPERIMPOSED DEAD LOAD
= 125 PSF PLUS DRIFT PLUS WEIGHT
OF HVAC EQUIPMENT
= 20 PSF
10
96DLH JOIST, SINGLE PITCH, TOP CHORD PITCH 1/4"/FT, WITH DL = 30
PSF, LL = 30 PSF PLUS SNOW DRIFT (SEE S9.2) AND CONCENTRATED
LOADS AS INDICATED ON PLAN.
11
60DLH JOIST, SINGLE PITCH, TOP CHORD PITCH 1/4"/FT, WITH DL = 30
PSF, LL = 30 PSF PLUS SNOW DRIFT (SEE S9.2) AND CONCENTRATED
LOADS AS INDICATED ON PLAN.
12
DLH JOIST, SINGLE PITCH, HEIGHT AT A = 5' - 6"; HEIGHT AT F = 7' - 8" TOP
CHORD PITCH 1/4"/FT, WITH DL = 30 PSF, LL = 30 PSF PLUS SNOW DRIFT
(SEE S9.2) AND CONCENTRATED LOADS AS INDICATED ON PLAN.
13
IN ADDITION TO UNIFORM LOADS (DL = 25 PSF; LL = 40 PSF) ALREADY
APPLIED TO THE JOISTS, JOIST SUPPLIER TO DESIGN FOR ADDITIONAL OF
THE GREATER OF
8A:
- 11 UNIFORMILY SPACED CONCENTRATED LOADS OF 2300 LBS
- UNIFOM LOAD OF 230 LBS/LF SEE 13/S5.5
8B:
- 11 UNIFORMILY SPACED CONCENTRATED LOADS OF 650 LBS
- UNIFOM LOAD OF 200 LBS/LF SEE 12/S5.5
- JS-1 DESIGNATION IS FOR JOIST SUBSTITUTE, SEE 10/S5.5
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
ROOF FRAMING PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.1
10/04/2023
220025.00
1/16" = 1'-0"1 ROOF FRAMING PLAN - OVERALL
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
R.D.
R.D.RMAX = 17K14
S5.4
1
2
3
H J M N P QLL.5 M.4
96DLH21221 EQ SP @ 10' - 5 1/4" = 219' - 0"DBE = 131' - 3"DBE = 134' - 7"DBE = 133' - 2 1/2"
L.4 L.8
10
CHILLER
6000#6
9200#2000#
4
RMAX = 29KRMAX = 34K8" ROOF PLANK
1
S5.3
14
S5.4
1
S5.3
3
S5.3
11
S5.4
1
S5.3
3
S5.3
1
S5.3
1010" PLANK1010" PLANK1010" PLANK5
S5.3
L5
1
S5.3
ADD ALT 2
SEE S2.1 ALT
4
11500#500#500#500#500#500#2300#2300#2300#2300#2300#2300#K
545#
985#
6 6
1
19' - 0"W8 x 15
VERIFY LOCATION
WITH MECHANICALL525000#L512" CMU3.1
L.42
SEE SHEET S2.1 FOR
PLAN NOTES & KEYED
NOTES NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
ROOF FRAMING PLAN -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.1a
10/04/2023
220025.001/8" = 1'-0"1 ROOF FRAMING PLAN - SE QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE
DBE = 130' - 11"60DLH1822 EQ SP @ 10.43' = 219' - 0"80DLH172R.D.
R.D.
8
7
ROLL-UP GYM CURTAIN AND
ATTACHMENT BY OTHERS
R.D.
7RMAX = 25KRMAX = 22KRMAX = 17K14
S5.4
14
S5.4
14
S5.4
14
S5.427
RTU-4
7500#6 19001
2
3
A B D F H JG.8GF.9
DBE = 134' - 7"DBE = 133' - 2 1/2"DBE = 130' - 11"DBE = 130' - 11"DBE = 128' - 5 1/2"80DLH1719 EQ SP @ 9' - 11" = 188' - 4"210101010R.D.R.D.
R.D.R.D.10" PLANK10" PLANK10" PLANK10" PLANKW24 x 84 W24 x 84HSS8 x 8 x 1/4HSS6 x 6 x 5/16HSS6 x 6 x 5/16HSS6 x 6 x 5/16HSS6 x 6 x 5/163
S5.3 1010" PLANK5
S5.3 HSS6 x 6 x 1/4MP1W18 x 35 W18 x 35 W18 x 35
F.5
1
S5.3
11
S5.4
LOW HIGH
3
S5.3
1
S5.3
W14 x 22
5 5
985#985#985#
DHU-2
8000#
853#
666
6
6MP1F.95
4
RTU-8
4500#
6
6
7500#
9500#
6
4
4
13RMAX = 29K1010" PLANK1010" PLANK5
S5.3
1
S5.3
C
E
985#1010" PLANK1010" PLANK1010" PLANK1100#7700#1100#1100#1100#1100#2100#2100#2100#2100#2100#2100#2400#2400#2400#2400#2400#2400#2400#HOOP ATTACH
500#
HOOP ATTACH
500#
HOOP ATTACH
500#
W14 x 22
7
(80K)(80K) (80K)(80K)
(24K)(24K) (24K)
(24K)(24K) (24K)
9
S5.3
17
S5.4
7
S5.3 L5L512" CMUW14 x 222
S5.3
(25K) (25K)
(25K) (25K)MP1MP1MP1HOOP ALT
500#
HOOP ALT
500#
HOOP ALT
500#
HOOP ALT
500#
L2
L2
15
S5.4
3.1
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
ROOF FRAMING PLAN -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.1b
10/04/2023
220025.00
1/8" = 1'-0"1 ROOF FRAMING PLAN - NE QUAD
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SEDBE = 130' - 11"2R.D.
8
R.D.60DLH1819 EQ SP @ 9' - 11" = 188' - 4"
ROLL-UP GYM CURTAIN
AND ATTACHMENT BY
OTHERS
14
S5.4 RMAX = 27.3K127
4500#
RTU-4
7500#
14
S5.4
14
S5.4RMAX = 24.3K7 RMAX = 25K2500#RMAX = 25K14
S5.4
922 EQ SP @ 9' - 11 1/2"
6
6
6
4
480DLH1713
RMAX = 39K1650110011001900190019001900190019001100110011001100110011004
5
6
7
8
A B D F H J
7.2
G.8G
F.9
F.9
5.8
9 DBE = 134' - 7"DBE = 133' - 2 1/2"DBE = 130' - 11"DBE = 130' - 11"DBE = 128' - 5 1/2"2W16 x 31W30 x 90 W27 x 84
75' - 0"
22K4 @ 5' - 0" o/c
W24 x 62W16 x 26W18 x 35
W24 x 76
W24 x 55W24 x 55W24 x 55W18 x 35W18 x 35W21 x 44 W21 x 44
W24 x 5544' - 0"
77' - 5 1/2"22KSP1 @ 5' - 0" o/c
1
24' - 0"
22K4 @ 6' - 0" o/c
30' - 0"
22KSP1 @ 5' - 0" o/c
18' - 0"
22K9
@ 6' - 0"
LOW
1
1
1
1
1
R.D.
R.D.
R.D.R.D R.D.W16 x 262
S5.3
2
S5.3
15
S5.55 5
13
S5.4
2
S5.3
11
S5.4
5
11
S5.4
LOWHSS6 x 6 x 3/8HSS6 x 6 x 3/8HSS6 x 6 x 3/8HSS6 x 6 x 3/8W10 x 60HSS12 x 6 x 3/8 GIRT ( )W16 x 26W16 x 26HSS12 x 6 x 3/8 GIRT ( )HSS12 x 6 x 3/8 GIRT ( )HSS6 x 6 x 3/8HSS6 x 6 x 3/8W10 x 6013
S5.4
1' - 0"1' - 2"
15
S5.5
W12 x 72W12 x 26 W12 x 26W12 x 26F.4 F.6
13' - 10" 16' - 8" 13' - 10"
8' - 7 3/8"8' - 7 3/8"W8 x 10W8 x 10W8 x 1012' - 11"3 EQ SP1T/CANOPY STEEL = 111' - 5"HSS6 x 6 x 5/16HSS6 x 6 x 5/16HSS6 x 6 x 5/16HSS6 x 6 x 5/16W12 x 26HSS8 x 6 x 5/16 GIRT ( )( 110' - 6" )HSS6 x 6 x 3/8( 110' - 6" )( 110' - 6" )( 110' - 6" )
6
14
S5.4 HSS6 x 6 x 3/8C
1
S5.5
1
S5.5
1
S5.5
2
S5.5
1
S5.5
F.3
F.3
8' - 7 3/8"12' - 11"W12 x 45W12 x 45W12 x 26W24 x 104
W24 x 55 HI
V = 20K
A = 3K
M = 107.2 KFT
V = 20K
A = 3K
M = 107.2 KFT HSS5 x 5HSS5 x 5A =
V =
M =FT
4K
5K
74K
A =
V =
M =FT
4K
5K
74K
V = 26K
A = 7K
M = 173KFT
V = 26K
A = 7K
M = 173KFT
10
S5.4
10
S5.4
17
S5.4
E K
8
W16 x 262400#520520520W16 x 26
HOOP ATTACH
500#
HOOP ATTACH
500#
HOOP ATTACH
500#
2' - 7 7/8"
2' - 5 1/2"
( 119' - 1 1/2" )( 119' - 1 1/2" )
3' - 4 7/8"
3' - 4 7/8"
7
7
( 119' - 1 1/2" )
6' - 2 3/8"6' - 2 3/8"
8
S5.4
3
S5.5
22KSP13' - 9 5/8"
3' - 9 5/8"
R MAX = 20K DBE = 119' - 4"
( 118' - 9" )
( 118' - 9" )
( 111' - 5" )LO
W24 x 55 W24 x 55HI
LO
( 118' - 9" )
( 111' - 5" )
HI
LO
( 118' - 9" )
( 111' - 5" )( 118' - 6" )3' - 2 3/8"3' - 2 3/8"5' - 0 1/8"5' - 0 1/8"
4
S5.5
19
S5.5 W12 x 26W12 x 26( 118' - 6" )( 118' - 6" )(14K)
(14K)
4.9
8
5.8
9 W24 x 55W24 x 55W24 x 55W24 x 55W24 x 55W24 x 55W24 x 55W24 x 5540' - 8 1/8"36LH09149' - 7"11 EQ SP49' - 7"1( 125' - 4" )
( 125' - 4" )( 124' - 11" )( 124' - 11" )( 124' - 11" )( 124' - 11" )W24 x 55
5
11
S5.4
2
S5.3 W10 x 60W10 x 60W10 x 60W10 x 6049' - 7"
6HSS6 x 6 x 3/8HSS6 x 6 x 3/815
S5.5
15
S5.5
8100#
3
R.D.
F.4 F.6
F.3
A =
V =
M =FT
11K
7K
71K
A =
V =
M =FT
11K
7K
71K
A =
V =
M =FT
8K
4K
59K
A =
V =
M =FT
8K
4K
71K1000#1000#1000#1000#1000#1000#1000#1000#1000#1000#HSS4 x 4 x 1/4HSS4 x 4 x 1/4( 125' - 4" )HSS4x4x1/4HSS4x4x1/419
S5.5(19K)(20K) (20K)(19K)(22K)(28K)(22K)(20K)4.9
SEE SHEET S2.1 FOR
PLAN NOTES & KEYED
NOTES NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
ROOF FRAMING PLAN -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.1c
10/04/2023
220025.00
1/8" = 1'-0"1 ROOF FRAMING PLAN - NW QUAD
1/8" = 1'-0"2 HIGH ROOF FRAMING
1 Date 1 Revision 1
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BUILDING DIAGRAM
NOT TO SCALE
SWNW
NE SE96DLH21R.D.
R.D.RMAX = 25K14
S5.4
9 21 EQ SP @ 10' - 5 1/4" = 219' - 0"RMAX = 39KRMAX = 39.0K5
6
7
8
H J M N P QLL.5 M.4
7.2
G.8G
5.8 96DLH21DBE = 131' - 3"DBE = 134' - 7"DBE = 133' - 2 1/2"263' - 0"
28KSP2 @ 4' - 6" o/c
W18 x 35
1
1
W16 x 26
W16 x 31W16 x 26
W30 x 90
W30 x 90 W27 x 84
75' - 0"
22K4 @ 5' - 0" o/c
W24 x 62W16 x 26W18 x 35
77' - 5 1/2"22KSP1 @ 5' - 0" o/c
1
10' - 0"
10K1 @
5' - 0" o/c
1 W16 x 26L.7 W8 x 15W8 x 2413' - 11 3/4
"
W8 x 10
T/CANOPY
STEEL = 111' - 1"
18' - 10 1/
4
"
S2.1d
2
L.4 L.8
R.D R.D.
R.D.
R.D.
ADD ALT 2
SEE S2.1 ALT
ADD ALT 2
SEE S2.1 ALT
HSS12 x 6 x 3/8 GIRT ( )HSS12 x 6 x 3/8 GIRT ( )HSS6 x 6 x 3/8HSS6 x 6 x 3/8W10 x 6013
S5.4
1' - 0"1' - 2"
W8 x 24HSS6 x 6 x 3/8A =V =M =FT7K1K26KW21 x 44 W21 x 44
W27 x 84
W27 x 84
12HSS6 x 6 x 3/8W10 x 60W10 x 6015
2
S5.3
11
S5.4
13
S5.4
LOW HIGH
14
S5.4
HSS8 x 6 x 5/16 GIRT ( )( 110' - 6" )( 110' - 6" )( 110' - 6" )
4' - 5 1/2"
6 6
244
14
S5.4 HSS6 x 6 x 3/816
S5.5
1
S5.5 111
S5.5
M.3
V = 26K
A = 7K
M = 173KFT
V = 26K
A = 7K
M = 173KFT
10
S5.4 10
S5.4
17
S5.4
A =
V =
M =FT
20K
5K
99K
A =
V =
M =FT
20K
5K
99K
A =
V =
M =FT
13K
3K
67K
W16 x 31A =
V =
M =FT
2K
1.8K
32K
A =
V =
M =FT
2K
1.8K
32K
A =
V =
M =FT
2K
1.8K
34K
A =
V =
M =FT
2K
1.8K
34K HSS6 x 6 x 3/8A =V =M =FTA =
V =
M =FT
29K
6K
236K
W16 x 3111K 5205205205202700#2400#5205205202' - 7 7/8"
2' - 5 1/2"
( 119' - 1 1/2" )( 119' - 1 1/2" )
7
7
18
S5.4
R MAX = 20K DBE = 119' - 4"DBE = 119' - 4" R MAX = 20K 520520520520520(14K)
(14K)
54' - 0"
28KSP1 @ 4' - 6" o/c
DBE = 119' - 4"DBE = 119' - 4"
DBE = 119' -4"DBE = 119' - 4"
DBE = 119' -4"
17' - 11"JS-1
S2.0b
3
4.9
W24 x 55
W24 x 55W24 x 55W24 x 55
W24 x 55
W24 x 55W24 x 5531' - 10"33' - 7"
6 EQ SP
12K1
5 EQ SP
31' - 10"33' - 7"
12K1
1
12W10 x 60W10 x 60W10 x 60W10 x 60W10 x 60W10 x 6016
S5.5
R.D.
M.3
A =V =M =FT3K4K45KA =V =M =FT3K4K45KA =
V =
M =FT
9K
2K
51K
A =
V =
M =FT
9K
2K
51K
A =
V =
M =FT
9K
2K
50K
A =
V =
M =FT
9K
2K
50KA =V =M =FT3K2.5K17KA =
V =
M =FT
8K
7K
50K
A =
V =
M =FT
9K
3K
43K
A =
V =
M =FT
8K
7K
50K
A =
V =
M =FT
9K
3K
43K
A =V =M =FT7K4K45K18
S5.4 W8 x 24W8 x 24
1W8x24
W8x24
3' - 1 1/8"
3' - 1 1/8"
DBE = 126' - 0"DBE = 126' - 0"DBE = 126' - 0"DBE = 126' - 0"
DBE = 126' -0"
DBE = 126' -0"
SEE SHEET S2.1 FOR
PLAN NOTES & KEYED
NOTES NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
ROOF FRAMING PLAN -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.1d
10/04/2023
220025.00
1/8" = 1'-0"1 ROOF FRAMING PLAN - SW QUAD
1/8" = 1'-0"2 HIGH ROOF FRAMING PLAN 10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
- THIS DETAIL SHALL APPLY TO ISOLATED AREAS WHERE GEOTECHNICAL ENGINEER
DETERMINES THE EXISTING SOILS DO NOT PROVIDE THE SPECIFIED BEARING
CAPACITY OR REQUIRED SETTLEMENT STRENGTH.
- SEE SPECIFICATION AND SOIL REPORT FOR ADDITIONAL REQUIREMENTS.
EXISTING TOP SOIL AND
UNSUITABLE SOILS TO BE
REMOVED PRIOR TO FILLING
SEE FOUNDATION PLAN.
- PROVIDE ADEQUATE SLOPES TO EXCAVATION CONFORMING TO OSHA REQUIREMENTS.
TYPICAL BUILDING
FOUNDATION
SYSTEM
INTERIOR WALL (TYP.)EXISTING GRADE
BOTTOM/ENGINEERED FILL
TOP/EXISTING BEARING SOIL
- SEE ARCHITECTURAL
GRADING PLAN & SECTIONS
TOP/SLAB-ON-GRADE
SEE FOUNDATION PLAN
NEW GRADE
EXTERIOR WALL
BACKFILL EXTERIOR WALL(TYP.)6' - 0" MIN. PAST
FOOTING
COMPACTED ENGINEERED
FILL, SEE SPECIFICATIONS N.T.S.1
1+
9 3/32"
2"1' - 0"
MIN
1' - 4 11/32
"
SUITABLE SOIL BEARING STRATUM PER SOIL
REPORT, FOR BIDDING PURPOSES. FIELD
VERIFY EXACT ELEVATION. SEE PLAN FOR
BORING LOCATIONS AND BEARING STRATUM
AT BORINGS
- PROVIDE FORMWORK IF CANNOT HOLD VERTICAL TRENCH FACE,
OR EXTEND AS REQUIRED TO MATCH EMBANKMENT SLOPE.
SEE PLAN
LEAN CONCRETE SEE SPEC
SECTION 31 00 00 FOR MIX
6" MIN6" MIN
KEYED GALVANIZED METAL
SCREED (MAY BE REMOVED
AFTER ONE SIDE IS POURED)
PROVIDE 2 COATS OF
CURING COMPOUND.
1" DEEP SAW CUT ON 2ND
POUR IF JOINTS ARE FILLED
SEE SPEC. & PLANS
FOR SUBGRADE
REQUIREMENTS.
4" 4"
VAPOR BARRIER
WHERE SPECIFIED
DRAINAGE FILL
- FILL JOINT WITH POLYURETHANE SEALANT AT EXPOSED CONCRETE.
FILL JOINT WITH EPOXY JOINT FILLER (100% SOLIDS, 50 MIN. SHORE D
HARDNESS) IN MANUFACTURING AND WAREHOUSE AREAS.6" MINt/2 t/2tMIN. 1/4" WIDE SAWCUT
(TYP.), USE 1/8" WIDE WHERE
SEMI-RIGID JOINT FILLER IS
USED.
12"
MIN. 1/4" WIDE SAWCUT (TYP.), USE
1/8" WIDE WHERE SEMI-RIGID JOINT
FILLER IS USED.
WELDED WIRE
FABRIC (W.W.F.)
SEE SPECIFICATIONS &
PLANS FOR SUBGRADE
REQUIREMENTS
VAPOR BARRIER
WHERE SPECIFIED
DRAINAGE FILL
- SAWCUT WITHIN 4 TO 12 HOURS AFTER SLAB IS FINISHED:
1. BEFORE CONCRETE STARTS TO COOL,
2. AS SOON AS SURFACE IS FIRM ENOUGH NOT TO BE TORN OR
DAMAGED,
3. BEFORE RANDOM-DRYING-SHRINKAGE CRACKS CAN FORM.
- FILL JOINT WITH POLYURETHANE SEALANT AT EXPOSED CONCRETE.
FILL JOINT WITH SEMI-RIGID EPOXY JOINT FILLER (100% SOLIDS, 50
MIN. SHORE D HARDNESS) IN MANUFACTURING AND WAREHOUSE AREAS.tt/2 t/2
t/4 MIN: 1" FOR 4"
SLAB 1 1/2" FOR 5"
SLAB
NEW SLAB ON GRADE ON VAPOR
BARRIER ON 6" DRAINAGE FILL.
SEE PLAN FOR SLAB THICKNESS &
REINFORCING.
#3 x 1' - 0" @ 24" o/c,
DRILL & EPOXY
INTO EXISTING SLAB,
GREASE OTHER END.
EXISTING SLAB ON
GRADE SAWCUT AS
REQUIRED
- SEAL NEW AND OLD VAPOR BARRIERS TOGETHER
- FILL JOINT WITH POLYURETHANE SEALANT AT EXPOSED CONCRETE
FILL JOINT WITH EPOXY JOINT FILLER (100% SOLIDS, 50 MIN.
SHORED HARDNESS) IN MANUFACTURING AND WAREHOUSE AREAS.
MIN. 1/4" WIDE SAWCUT (TYP.), USE
1/8" WIDE WHERE SEMI-RIGID JOINT
FILLER IS USED.
6"SEE PLANN.T.S.- TOP OF WALL OR FOOTING STEP INDICATED ON PLAN BY
1
2
36 DIA. LAP (MIN.)
T/FOOTING
ELEV.
SEE PLAN
FOOTING REBAR
BARS TO MATCH
NUMBER & SIZE OF
FOOTING REBAR
AT CONCRETE WALL
STEPS, (1) - #5 EACH
FACE EXTEND 2' - 0"
PAST STEP
T/FOOTING
ELEV.
1' - 0"
(MIN.)"A"2 x "A" (MIN.)
SEE PLAN
T/WALL ELEV.
SEE PLAN
1 21/32"
1' - 4"FOOTING STEP3 5/32"
7 1/2"
(1) - #5 EACH FACE.
SEE NOTE BELOW1 21/32"
2"
1 21/32"
10"WALLSTEP3"8"6"2"2"TOP BARS
d
SEE PLAN
T/WALL
SEE PLAN
BY
PRECASTER
SEE PLAN
VERTICAL PRECAST PANEL
w/ (2) WELD ANCHORS
PER PANEL AT BASE
SHIMS AND GROUT
BED BY PRECASTER
(2) - #5 CONTINUOUS,
LAP 2'-2"
#5 DOWEL @ 48" o/c
w/ STANDARD HOOK
SEE PLAN AND SCHEDULE
CONTINUOUS ANGLES AND
WELD PLATES BY
PRECASTER PRIME w/ ZRC
CONTINUOUS L4 x 4 x 3/8
w/ 1/2"Ø x 4" HEADED
STUDS @ 24" o/c. PRIME
EXPOSED SURFACES w/
ZRC.
- PRECASTER SHALL REVISE ATTACHMENT DETAILS AS REQUIRED AT SHEAR WALLS.
SHEAR WALLS PANELS SHALL BE CONNECTED SO AS TO AVOID UPLIFT WITH A 1.5
SAFETY FACTOR.
SLAB ON GRADE
EXPANSION FELT
DRAINAGE FILL
BY
PRECASTER
5 1/2"
- SUGGESTED DETAIL; ACTUAL DETAIL & ATTACHMENT MATERIALS BY PRECASTER.
VAPOR BARRIER WHERE
SPECIFIED. TURN UP AND
SEAL TO FOUNDATION
OR PANEL PER
MANUFACTURER'S
REQUIREMENTS
0' - 8"0' - 8"
EQEQ
SEE ARCHITECTURAL
FOR WALL WIDTH
MATCH WALL WIDTH
WITH PRECAST WALL
SEE FOUNDATION
PLAN
EXPANSION FELT
#5 @ 48" o/c W/ STANDARD HOOK FOR
WALLS TO 8' - 0" HIGH; PROVIDE #5 @ 12" o/c
EACH WAY FOR HIGHER WALLS W/ DOWELS
TO MATCH, U.N.O.
VAPOR BARRIER WHERE SPECIFIED.
TURN UP AND SEAL TO FOUNDATION PER
MANUFACTURER'S REQUIREMENTS
EQUAL
4" MIN
EQUAL
4" MIN
(2) - #5 x CONT
(LAP 2' - 2")
SEE FOUNDATION PLAN
4 13/32"4 19/32"
DRAINAGE FILL
6" GALVANIZED COLD-FORMED STEEL
STUD, 54 MIL (50 KSI) MIN, 16" o/c MAX, BY
COLD-FORMED STEEL DESIGNER. AT
KNEE WALLS BELOW WINDOW SYSTEMS,
PROVIDE SIMPSON RCKW OR
EQUIVALENT AT BASE OF CANTILEVERED
STUD. LOCATE AT VERTICAL WINDOW
MULLIONS AND AS REQUIRED
PREMOLDED JOINT FILLER.
SEE PLAN
CONCRETE SLAB ON
GRADE W/MESH
U.N.O.
MASONRY WALL OR
PIER REINFORCING
(SEE PLAN) DOWELS
TO MATCH.
VAPOR BARRIER WHERE SPECIFIED.
TURN UP AND SEAL TO FOUNDATION
PER MANUFACTURER'S REQUIREMENTS
DRAINAGE FILL
SEE PLAN FOR
WALL THICKNESS
EQ EQ
8"
CONTINUOUS STRIP
FOOTING. SEE PLAN
& SCHEDULE
- CONTRACTOR OPTION; DRILL 8" AND EPOXY MASONRY DOWELS. SEE
MASONRY REBAR CAP SCHEDULE
SECTION SIDE VIEW
NOTE:4"6"MIN.MIN.IF UTILITY LINE RUNNING PERPENDICULAR TO FOOTING IS MORE THAN 3' - 0"
BELOW BOTTOM OF FOOTING, IT IS NOT NECESSARY TO PLACE CONCRETE
FILL AROUND PIPE. PROVIDE RELIEVING ARCH ABOVE PIPE PER IPC.
CONCRETE FILL TO BE PLACED
BEFORE FOOTING IS POURED
MAKE SAME WIDTH AS FOOTING
AND FULL WIDTH OF PIPE TRENCH.
PIPE SLEEVE SHALL BE
TWO PIPE SIZES GREATER
THAN PIPE PER IPC
C.J. WITH ROUGHENED
SURFACE
3' - 0"MAX2' - 0"
MIN
6"
MIN
NO PIPES TO BE
PLACED IN THIS
HEIGHT
- SIMILAR FOR OTHER UTILITIES SUCH AS ELECTRICAL CONDUIT.
SEAL BY PLUMBING CONTRACTOR
9"5 1/2"3 15/32"
3 7/32"
1
1
NOTE:
- IF UTILITY LINE RUNNING PERPENDICULAR TO FOOTING IS MORE THAN
3' - 0" BELOW BOTTOM OF FOOTING, IT IS NOT NECESSARY TO DROP
FOOTING AND SLEEVE LINE THRU WALL AS SHOWN ABOVE. PROVIDE
RELIEVING ARCH ABOVE PIPE PER IPC.
PIPE SLEEVE SHALL BE TWO
PIPE SIZES GREATER THAN
PIPE PER IPC
SEAL WATERTIGHT BY
PLUMBING CONTRACTOR
STEP FOOTING DOWN
AS REQUIRED AND
SLEEVE UTILITY LINE
THRU FOUNDATION WALL.
PIPE
45° SLOPE
NO DIGGING FOR PIPE TRENCH
PARALLEL TO FOOTING WITHIN
THESE LINES. WALL FOOTING
SHOWN, COLUMN FOOTING SIM.
NO PIPES TO
BE PLACED IN
THIS HEIGHT
SLEEVE
1' - 6" MIN.
- SIMILAR FOR OTHER UTILITIES SUCH AS ELECTRICAL CONDUIT.
1' - 1 31/32"
9"
- CONTRACTOR SHALL LOCATE THE BOTTOM OF FOOTING ELEVATION TO
AVOID SURCHARGING PATALLEL UTILITIES.
- CONTRACTOR SHALL PROVIDE SHORING, BRACING ETC AS REQUIRED TO
PREVENT CAVE-INS OR DISPLACEMENT OF FOUNDATION.
20' - 0" OR MORE3" MIN12" MIN.#4 BAR COPPER GROUNDING
ELECTRODE CONDUCTOR FOR
EXTENSION TO BUILDING
GROUND SYSTEM
NONMETALLIC PROTECTIVE
SLEEVE
EXOTHERMIC LISTED
CONNECTION CADWELD" OR
EQUAL
4 AWG OR LARGER BARE COPPER
CONDUCTOR OR NON-COATED
STEEL REINFORCING BAR OR ROD
NOT LESS THAN 1/2" DIA AT LEAST
20' - 0" LONG
FOUNDATION IN DIRECT
CONTACT WITH EARTH
NOTES:
1 PROVIDE A CONCRETE ENCASED ELECTRODE PER N.E.C. 250.52 (3) WITHIN THE FOUNDATION OR
FOOTING OR WITHIN VERTICAL FOUNDATION ON STRUCTURAL COMPONENTS THAT ARE IN DIRECT
CONTACT WITH THE EARTH
2 CONCRETE INSTALLED WITH INSULATION, VAPOR BARRIERS, FILMS OR SIMILAR ITEMS SEPARATING THE
CONCRETE FROM THE EARTH IS NOT CONSIDERED TO BE IN "DIRECT CONTACT" WITH THE EARTH.
3 LOCATE THE GROUNDING ELECTRODE CONDUCTOR FOR EXTENSION TO THE GROUNDING SYSTEM NEAR
THE MAIN ELECTRICAL SERVICE BOARD.
4 SEE SPECIFICATION 26 05 26 GROUNDING AND BONDING FOR MORE INFORMATION.
PROVIDE THICKENED SLAB AT ALL
INTERIOR NON-BEARING MASONRY
WALLS. SEE ARCHITECTURAL PLANS
FOR SIZE AND LOCATION
SEE PLANS FOR SLAB
THICKNESS, REINFORCING,
& ELEVATION
(2) - #4 @ 8" &
12" WALLS ONLY.
d = WALL THICKNESS
BOND BEAM W/ (2)
#5 x CONTINUOUS
4" 4"2 x d
VAPOR BARRIER
WHERE SPECIFIED
DRAINAGE FILL
- WHERE A SLAB CONSTRUCTION JOINT OCCURS BELOW A
PARTITION, PROVIDE 1/2" DIA. x 18" LONG DOWEL AT 2' - 0" o/c.
USING PLASTIC SLIP DOWELS.4"d(10" MIN)W.W.F.
CONT. W.W.F. BENEATH
CONDUIT.(MATCH SLAB
ON GRADE REINF.)
- CONTACT STRUCTURAL ENGINEER WHERE CONDUIT IS
BUNDLED.
ELECTRICAL CONDUIT
VAPOR BARRIER
WHERE SPECIFIED
DRAINAGE FILL
6"4"
TYP
4"
MIN
2" CLR MIN5"CLR6"SEEPLAN5 1/2"
PROVIDE SPECIFIED
SLAB THICKNESS
BELOW CONDUIT
SLAB
6"
#5 @ 10" o/c
#4 @ 12" o/c
REINFORCING
W.W.F. ONLY
#4 @ 18" o/c
8"
6"
6"
W
6' - 0" < W <10' - 0"
4' - 0" < W <6' - 0"
1' - 6" < W <4' - 0"
SEE
SCHEDULE
STD HOOK LENGTH
CARRIER BARS ON
CHAIRS
FOR TOP
BARS EACH
END
dW
2"COVERhFILL SPACES W/ SAND6"MIN.CONDUIT COMPACTED DRAINAGE
FILL1"COVERVAPOR BARRIER
WHERE SPECIFIED
1' - 0"
MIN.
- SEE SLAB ON GRADE JOINT DETAILS IF APPLICABLE
6 3/8"
1"
21/32"
8 7/8"
2"4 3/32"2' - 3 1/2"2' - 0 3/32"
W >10' - 0" CONTACT ENGINEER
1" HIGH CARDBOARD
VOID FORM ABOVE
CONDUIT
- COORDINATE WITH CONDUIT CONTRACTOR FOR PROPER
LOCATION OF CONDUIT PER THIS DETAIL
- COMPLIANCE WITH THIS DETAIL IS NOT REQUIRED IF CLEAR
HORIZONTAL DISTANCE BETWEEN CONDUITS IS 4" OR
GREATER
W.W.F.
#3 @ 12"
THICKNESS, h (TOP & BOTTOM)
W <1' - 6"
NO VERTICAL
CONSTRUCTION JOINT
WITHIN 5' - 0" OF
CORNER
CORNER BAR SAME SIZE
& NUMBER AS HORIZONTAL
REINFORCING
- IF NO OUTSIDE FACE HORIZONTAL BARS EXIST, PROVIDE CORNER
BARS SAME SIZE & SPACING AS INSIDE FACE REINFORCING
4' - 0" x 4' - 0". PROVIDE (3) - #4 VERTICAL BARS.
STANDARD HOOK
0"CLASS "B" LAPCLASS "B" LAPPLAN
- AT DOORS, LOUVERS, ETC. WHEREVER WALL FACE IS EXPOSED
PROVIDE HAIRPIN SAME
SIZE AND SPACING AS
HORIZONTAL BARS W/
TENSION LAP SPLICE
1 1/2"
90° STANDARD HOOK
2 x 4 KEY
SAME SIZE & NUMBER AS
HORIZONTAL REINFORCING30 BAR DIA.6"1' - 10 1/2"CONNECTION BY STAIR
SUPPLIER
THICKEN SLAB AS SHOWN AT
STAIR BASE (COORDINATE W/
STAIR MANUFACTURER)
PROVIDE (2) - #5 CONT. IN
THICKENED SLAB
12"45°(2) - #5 x
CONT.10"PIT DIMENSIONS.
1' - 6"
1' - 6"
- COORDINATE SIZE & LOCATION OF PLUG
W/ ARCHITECTURAL & ELEVATOR
CONTRACTOR, PROVIDE WATERSTOP
- SEE ARCHITECTURAL FOR SLAB PITCH,
DRAINS, SUMPS, ETC.
- (3) - #5 EACH WAY TOP & BOTTOM PLUG
(3) #4 E.W. CENTERED IN SLAB38"24"
12" CONCRETE MAT
w/ #5 @ 12" o/c EACH WAY
TOP & BOTTOM, 2" COVER TO
TOP BARS, 3" COVER TO
BOTTOM BARS
WATERSTOP
8"
(2) #4 HORIZONTAL BARS
EACH SIDE OF SUMP WALL
W/ STD HOOKS
#4 @ 12" o/c W/ STD
HOOKS
EDGE BARS T & B PER 17/S5.1
MCNICHOLS CORGRATE
(1" F.GLASS GRATING)
PITCH SLAB
TO SUMP PIT
1" LEDGE FOR
GRATING ALL AROUND
8"MINELEV. (SEE PLAN)
ADJUST FOR PIT
DEPTH REQUIRED BY
SUPPLIER
#4 @ 12" o/c ALL AROUND
#4 @ 12"o/c EACH WAY x
STANDARD HOOK (4 WALLS)
2" x 4" KEYS (TYP)
SEE ARCHITECTURAL PLANS FOR
VERIFY w/ELEVATOR SUPPLIER1'-0"3"3"4"
8"1' - 0"
1" CLEAR
1' - 0"8"
L4 x 4 x 1/4 W/ 1/2" DIA. x 4"
HWS @ 12" o/c AT DOOR
ONLY. SILL ANGLE BY ELEV.
SUPPLIER
- PROVIDE PVC WATERSTOPS AT
WALL CONSTRUCTION JOINTS.
- WHERE A WALL SEPARATES PITS,
PROVIDE SLEEVES OR BLOCKOUTS
AT WALL BASE FOR DRAINAGE TO
SUMP.
BACKFILL W/ CLAY ALL AROUND
8"1' - 0"1' - 0"8"3' - 2"
8"
1' - 8 5/32"8"
PVC WATERSTOP, 3/8" THICK
x 6" LONG, BULB TYPE, NON
TAPERED
4"102' -0"
100' -0"FIRST FLOOR
100' -0"
102' -0"
98' -8"
99' -4"NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S5.0
10/04/2023
220025.00
1 ENGINEERED FILL DETAIL 2 TYPICAL FILL BELOW FOOTINGS 3 SLAB ON GRADE CONSTRUCTION JOINT 4 SLAB ON GRADE CONTROL JOINT 5 NEW SLAB ON GRADE AT EXISTING
6 TYPICAL STEPPED WALL OR FOOTING 7 TYPICAL EXTERIOR FOUNDATION WALL 8 TYPICAL FOUNDATION WALL 9 INTERIOR WALL FOOTING 10 PIPE PENETRATION AT STRIP FOOTING
11 PIPE PENETRATION AT WALL 12 CONCRETE ENCASED GROUNDING
ELECTRODE 13 THICKENED SLAB DETAIL 14 EMBEDDED CONDUIT IN SLAB ON GRADE 15 REINFORCING SLAB ON GRADE AT
MULTIPLE CONDUITS
16 TYPICAL CORNER REINFORCING
17 END OF WALL/JAMB DETAIL
18 WALL INTERSECTION REINFORCING
19 STAIR STRINGER CONNECTION 20 ELEVATOR PIT 21 DETAIL 22 FOUNDATION DETAIL
1 Date 1 Revision 1
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ANCHOR BOLTS w/
LEVELING NUTS
BOND BREAKER ON
TROWELLED SURFACE
3 TIES @ 1 1/2" o/c AT
TOP - #4 U-BARS LAP 20"
MIN. W/ VERT. BARS (4
TOTAL), 2" TO TOP OF PIER
2" NON-METALLIC
NON-SHRINK GROUT,
PLACE GROUT
BEFORE PLACING
ANY UPPER FLOORS
NUT & WASHER @
END OF ANCHOR
BOLT, TACK WELD ACI STANDARD
HOOK
EL. (SEE PLAN)
- WHERE BASE PLATES ARE NOT LARGE ENOUGH TO PLACE ANCHOR
BOLTS OUTSIDE OF COLUMN FLANGES, PLACE ANCHOR BOLTS
INSIDE. STEEL SUPPLIER TO DETAILS AND SUBMIT FOR APPROVAL.
- COAT ALL EXTERIOR STEEL (E.G., CANOPY COLUMNS) W/ COAL
TAR BELOW GRADE
T/PIER ELEV.
SEE PLAN
VAPOR BARRIER
WHERE SPECIFIED
- TURN UP AND SEAL VAPOR BARRIER AROUND COLUMNS PER
MANUFACTURER'S DETAILS FOR PENETRATION.3" CLEARL. OR W. (SEE SCHEDULE
FOR SIZE AND REINFORCING)SEESCHEDULE1 1/2" CLEAR
COVER TO TIES
SEE DETAIL FOR BARS
AROUND COLUMN
(2' - 0" MAX.)2" TYP.NOTES:
1. AT ELECTRICAL DUCT DEPRESSIONS (EG. WALKER DUCT):
FILL DEPRESSION w/ 4000 PSI CONCRETE, 3/8" MAX. AGGREGATE
AFTER ELECTRICAL DUCT IS INSTALLED. COORDINATE SIZES AND
LOCATIONS WITH ELECTRICAL PLANS, ARCHITECTURAL PLANS,
AND DUCT SUPPLIER
WHEN D > 12": #4 @
18" o/c W/ 1' - 0"
HORIZONTAL LEGS
6" GRANULAR FILL
D 2ts
ts = SLABTHICKNESSD = DEPRESSIONVAPOR BARRIER
WHERE SPECIFIED
#4 @ 12" o/c MAX.
WHEN D > 16"
6"6"7"1' - 0"
2. PROVIDE EPOXY COATED REBAR FOR EXTERIOR AND CORROSIVE
INTERIOR ENVIRONMENTS (I.E. POOLS, GARAGES)
SEE 17/S5.1 WHEN
D > 3"
#3 AT 18" o/c, ALL AROUND WITH
STANDARD HOOKS. OPTION: DRILL
AND EPOXY, 3 1/2" MIN. EMBED
CHAMFER OR ROUNDED EDGE
EQUIPMENT PADS
CONCRETE FRAMED SLAB,
SLAB ON GRADE, POURSTRIP,
OR PRECAST FLANGE
6X6-W1.4 x W1.4 W.W.F.
- PRECASTER SHALL RECESS MEMBERS TO CAST WITH POURSTRIP,
OR PROVIDE CAST-IN-DOWELS.
- COORDINATE W/ARCHITECTURAL, HVAC, PLUMBING & ELECTRICAL
PLANS FOR LOCATION/DIMENSIONS.
- PROVIDE EPOXY COATED BARS AT PARKING STRUCTURES AND
EXTERIOR CONSTRUCTION.2"TYP2 - #3 CONTINUOUS ALL AROUND
#3 CONTINUOUS
#3 AT 12"
#3 AT 12"BEND
INWARD AT
OPENING SEE PLANSEE PLAN6"'H'> 6"'H'6"
< 6"
#4 @ 12" CONTINUOUS, 2 MIN.
(1' - 0" MIN. LAP). FOR 'H' > 12",
#4 @ 8" o/c SIDE BARS
#4 CONTINUOUS (1' - 0" MIN.
LAP) PROVIDE CORNER BARS
WHERE CURB CHANGES
DIRECTION. FOR 'H' > 12, #4 @
8" o/c
- COORDINATE W/ ARCHITECTURAL, HVAC, PLUMBING & ELECTRICAL
PLANS FOR LOCATION/DIMENSIONS.
- PROVIDE EPOXY COATED BARS AT PARKING STRUCTURES AND
EXTERIOR CONSTRUCTION.
1' - 0"1' - 0"
NUT & WASHER @ END OF
ANCHOR BOLT. TACK WELD
#3 @ 18" o/c W/ STANDARD
HOOK
SCHEDULE ON S9.1 FOR
PIER REINFORCING
EXISTING FOUNDATION
WALL
EXTEND PIER AS
NECESSARY TO ABUT
EXISTING FOUNDATION
WALL
EXISTING STRIP FOOTING
T/SLAB =
SEE PLAN
20"8"1' - 9"3' - 0" AT F4.0/F6.5
1' - 6" AT F3.0
#5 DOWEL x 14" LONG @ 48" o/c.
DRILL AND EPOXY 6" INTO
EXISTING FOOTING OR WALL
T/SLAB =
SEE PLAN
6" CONC. WALL ON 3
SIDES W/ 1-#5 TOP &
BOTTOM W/ CORNER
BARS. DOWEL INTO
BUILDING FOUNDATION.
5" THICK SLAB W/
WWF 6 x 6 W1.4 x W1.4
B/STOOP TO MATCH
BUILDING B/FTG, BUT
NEED NOT EXCEED
5' - 0" BELOW FINISH
GRADE
EPOXY COATED #4 @ 12" o/c,
2' - 0" V. X 2' - 0" H. 4 SIDES
INTO STOOP SLAB, 2" COVER
12" MIN. COMPACTED
FROST-RESISTANT
DRAINAGE FILL SEE
SPEC
FOUNDATION WALL
FOOTING BELOW STOOP
AT CONTRACTORS
OPTION.
- UNLESS SHOWN OTHERWISE, PROVIDE SEALED CONTROL JOINTS
PARALLEL TO THE SHORT DIRECTION OF THE STOOP AT A SPACING
OF 2 TIMES THE SLAB WIDTH BUT NOT TO EXCEED 10 FEET ON
CENTER.
- EXTEND STOOPS A MINIMUM OF 18" PAST THE ROUGH OPENING ON
THE PULL SIDE OF DOOR.
PITCH PER ARCHITECTURAL
1/4" PER FOOT MIN.
4" MIN.
EXPANSION FELT/THERMAL
BREAK UNDER DOOR
THRESHOLD
DRILL & EPOXY (2) - #5 BARS
x 30" LONG, 8" INTO
EXISTING FOUNDATION. AT
T/WALL & B/FOOTING LAP w/
HORIZONTAL REINFORCING
T/FOUNDATION
WALL SEE PLAN
SEE PLAN
NEW FOOTINGEXISTING FOOTING
DRILL DOWELS TO MATCH
WALL OR PIER
REINFORCING
2" NON-METALLIC NON-
SHRINK GROUT PLACE
GROUT BEFORE
PLACING ANY UPPER
FLOORS.
BOND BREAKER ON
TROWELLED SURFACE
ELEV.
SEE PLAN
- ADJUST ANCHOR BOLT LENGTH TO MAINTAIN 3" MIN. BOTTOM COVERAGE
- WHERE BASE PLATES ARE NOT LARGE ENOUGH TO PLACE ANCHOR BOLTS
OUTSIDE OF COLUMN FLANGES, PLACE ANCHOR BOLTS INSIDE. STEEL
SUPPLIER TO DETAIL AND SUBMIT FOR APPROVAL.
L OR W (SEE SCHEDULE
FOR SIZE & REINFORCING)
3" CLEAR
MIN.
VAPOR BARRIER
WHERE SPECIFIED
- TURN UP AND SEAL VAPOR BARRIER AROUND COLUMNS PER
MANUFACTURER'S DETAILS FOR PENETRATION.
SEE DETAIL 13/S5.1 FOR
BARS AROUND COLUMN
3" CLEAR"D" SEESCHEDULENUT & WASHER AT
END OF ANCHORS
BOLTS: TACK
WELD
(3) - #4 EACH WAY
CONFINEMENT STEEL
4"2"ANCHOR BOLTS w/ 5" PROJECTION
w/ LEVELING NUTS. PROVIDE
PLATE WASHERS ABOVE BEARING
PLATE PER SCHEDULE.
3/16
WASHER
TO BASE
PLATE
SEE PLAN AND DETAILS
FOR WALL REINFORCING
HOOKED BARS TO MATCH
SIZE & SPACING OF PIER
TIES AT WALL
INTERSECTION WITH PIER
TIES, SEE CONCRETE
PIER SCHEDULE
VERTICAL PIER
REINFORCEMENT,
SEE CONCRETE
PIER SCHEDULE
BASE PLATE, SEE
BASE PLATE
SCHEDULE
ANCHOR BOLT, SEE
BASE PLATE
SCHEDULE
CONCRETE PIER
RUN WALL
REINFORCEMENT
THRU PIER
8"1' - 3"
SEE
PLAN
SEE PLAN AND DETAILS
FOR WALL REINFORCING
HOOKED BARS TO MATCH
SIZE & SPACING OF PIER TIES
AT WALL INTERSECTION WITH
PIER, TYP.
TIES, SEE CONCRETE
PIER SCHEDULE
VERTICAL PIER
REINFORCEMENT,
SEE CONCRETE
PIER SCHEDULE
ANCHOR BOLT, SEE
BASE PLATE
SCHEDULE
RUN WALL REINFORCING
THRU PIER
BASE PLATE, SEE BASE
PLATE SCHEDULE
8"SEE PLAN8"
SEE
PLAN
CONCRETE PIER
VERTICAL PIER
REINFORCEMENT, SEE
CONCRETE PIER
SCHEDULE
ANCHOR BOLT, SEE
BASE PLATE
SCHEDULE
RUN WALL REINFORCING
THRU PIER
BASE PLATE, SEE BASE
PLATE SCHEDULE
8"
SEE
PLAN
TIES, SEE CONCRETE
PIER SCHEDULESEE PLAN AND DETAILS
FOR WALL
REINFORCEMENT 0' - 7"SEEPLAN6" TYP.
#5 EACH SIDE
PROVIDE SIMILAR
ISOLATION AT
EXTERIOR WALLS
- PROVIDE EPOXY COATED BARS AT
EXTERIOR LOCATIONS AND IN POOLS
PROVIDE 30# FELT
AT COLUMN PERIMETER.
PROVIDE SEALANT AT
EXTERIOR CONDITIONS
SLAB ON GRADE
CONTROL OR
CONSTRUCTION JOINT2" TYP.4' - 0" MIN.
BLOCK/BRICK WALL BEYOND
AT CORNERS OF SLAB,
PROVIDE DIAGONAL
REINFORCING PER GENERAL
NOTES, SHEET S9.0
#4 @ 2' - 0" o/c 2' - 0"
x 2' - 0"
COMPACTED FROST
RESISTANT DRAINAGE
FILL. SEE SPEC.
GALVANIZED L3 x 3 x 1/4",
CONTINUOUS @ O/H GARAGE
DOOR w/ 3/8"DIA X 4" HEADED
STUDS @ 1' - 0" o/c
(GALVANIZED) COORDINATE
LOCATION w/ARCH.
SEE DETAIL 8/S5.0 FOR
FOUNDATION WALL AND
FOOTING 1' - 0"1' - 6"
1' - 0"VAPOR BARRIER WHERE SPECIFIED.
TURN DOWN AND SEAL TO
FOUNDATION PER MANUFACTURER'S
REQUIREMENTS
TRENCH DRAIN CAST IN
SLAB - SEE PLUMBING
CONCRETE SLAB
W/MESH PITCH 1/8"
MIN PER FOOT TO
DRAIN
2 - #5 CONTINUOUS
#4 @ 18" o/c 2" COVER
COMPACTED GRANULAR
DRAINAGE FILL
EXPANSION FELT
W/ JOINT SEALANT
- ALL BARS EPOXY COATED.
- PROVIDE CONTROL JOINTS AT TRENCH DRAIN CONCRETE
PERPENDICULAR TO DRAIN AT 8' - 0" o/c, FILL WITH SEALANT
8"8"45°1' - 0"
SEE SECTION 17/S5.1
FOR BARS AROUND
PERIMETER
VAPOR BARRIER WHERE
SPECIFIED. TURN UP AND
SEAL TO FOUNDATION PER
MANUFACTURER'S
REQUIREMENTS
PRECASTER
BY
VERTICAL PRECAST PANEL
w/ (2) WELD ANCHORS
PER PANEL AT BASE
SHIMS AND GROUT
BED BY PRECASTER
SEE PLAN AND
SCHEDULE
CONTINUOUS ANGLES AND
WELD PLATES BY
PRECASTER PRIME w/ ZRC
CONTINUOUS L4 x 4 x 3/8 w/
1/2''∅x 4'' HEADED STUDS @
24'' o/c. PRIME EXPOSED
SURFACES w/ ZRC.
- PRECASTER SHALL REVISE ATTACHMENT DETAILS AS REQUIRED AT SHEAR WALLS.
SHEAR WALLS PANELS SHALL BE CONNECTED SO AS TO AVOID UPLIFT WITH A 1.5
SAFETY FACTOR.
SLAB ON GRADE
PRECASTER
BY
EXPANSION FELT
DRAINAGE FILL
- SUGGESTED DETAIL; ACTUAL DETAIL & ATTACHMENT MATERIALS BY PRECASTER.
SEE PLAN
SEE PLAN
(1) - #5 BAR EACH FACE
(1) - #5 x 4' - 0" EACH
FACE AT EACH CORNER
OPENING
- SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS
FOR SIZES AND LOCATIONS
1' - 3 3/8"
2' - 0"
EPS INSULATION MIN
15 PSI COMPRESSIVE
STRENGTH
T/SLAB
SEE PLAN
4" CONCRETE SLAB
REINFORCED WITH
6 x 6 - W1.4 x W1.4 WWF (OR
MACRO-SYNTHETIC FIBERS)
TYPICAL
EXISTING
SUBGRADE
ELEV = (-0' - 4")
COORDINATE WITH
ARCH DRAWINGS
1
12
NEW SLAB
ON GRADE
T/SLAB
ELEV (+0' - 0")
5' - 1 7/8"
NEW SLAB ON GRADE
EPS INSULATION MIN
15 PSI COMPRESSIVE
STRENGTH
T/SLAB
ELEV +0' - 0"
EXISTING
SUBGRADE
ELEV = (-0' - 4")
4" CONCRETE SLAB
REINFORCED WITH
6 x 6 - W1.4 x W1.4 WWF (OR
MACRO-SYNTHETIC FIBERS)
TYPICAL
T/SLAB
SEE PLAN
CONCRETE STAIRS SEE
ARCHITECTURAL FOR
TREAD DETAILS
3"#4 @ 12" o/c EACH WAY
4 3/4"6"(2) - #5
45°10"12"
2" NON-METALLIC, NON-
SHRINK GROUT, PLACE
GROUT BEFORE PLACING
ANY UPPER FLOORS
T/ PIER ELEV.
SEE PLAN
ACI STANDARD
HOOK ELEV. (SEE PLAN)
NUT & WASHER @ END
OF ANCHOR BOLT, TACK
WELD
- COAT ALL EXTERIOR STEEL (E.G., CANOPY COLUMNS) W/ COAL TAR BELOW GRADE.
VAPOR BARRIER
WHERE SPECIFIED
- TURN UP AND SEAL VAPOR BARRIER AROUND COLUMNS PER MANUFACTURER'S
DETAILS FOR PENETRATION.
1 1/2" CLEAR COVER TO TIES
3" CLEARL. OR W. (SEE SCHEDULE
FOR SIZE AND REINFORCING)"D"SEE SCHEDULE3 TIES @ 1 1/2" o/c, TOP - #4
U-BARS LAP 20" MIN. W/ VERT
BARS (4 TOTAL), 2" TO TOP OF
PIER
SEE DETAIL 17/S5.1 FOR
BARS AROUND COLUMN
0' - 2 3/8"- WHERE BASE PLATES ARE NOT LARGE ENOUGH TO PLACE ANCHOR BOLTS
OUTSIDE OF COLUMN FLANGES, PLACE ANCHOR BOLTS INSIDE. STEEL SUPPLIER
TO DETAIL AND SUBMIT FOR APPROVAL ALL EXTERIOR STEEL (E.G., CANOPY
COLUMNS) W/ COAL TAR BELOW GRADE.
CONNECTION BY
PRECASTER NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S5.1
10/04/2023
220025.00
1 STEEL COLUMN ON CONCRETE PIER -
MOMENT BASE OR BRACED FRAMES 2 SLAB ON GRADE DEPRESSION 3 TYPICAL EQUIPMENT PAD/ISLAND
DETAIL 4 TYPICAL CURB DETAILS 5 NEW FOUNDATION AT EXISTING
6 CONCRETE STOOP DETAIL 7 NEW WALL & FOOTING AT EXISTING 8 STEEL COLUMN ON FOOTING 9 PLAN VIEW AT PIER ALONG WALL 10 PLAN VIEW AT PIER AT CORNER
11 PLAN VIEW AT PIER AT REENTRANT
CORNER 13 JOINT AT COLUMN 14 EXTERIOR FOUNDATION WALL AT O.H.
DOOR 15 TRENCH DRAIN
16 INTERIOR PRECAST WALL BEARING 17 TYPICAL OPENING OR DEPRESSION IN
CONCRETE FLOOR SLAB OR WALL 18 LOWER STADIUM SEATING SECTION 19 STAGE SECTION
1 Date 1 Revision 1
12 STEEL COLUMN ON CONCRETE PIER
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ICE RINK BY
OTHERS
DASHER BOARD
BY OTHERS
TO PERIMETER OF
CONCRETE
SEE PLAN
1' - 4"1' - 0"
SLAB ON GRADE,
SEE PLAN
#5 DOWELS @ 2' - 0" o/c
10"3' - 0"
(2) #5 x CONT, TOP
& BOTTOM
100' -0"
PRECAST STADIA
BY PRECASTER
SEE 14/S5.3
PRECAST CLOSURE
BEAM BY PRECASTER
8" PRECAST SLAB BY
PRECASTER
BOND BEAM W/ (2) - #5 x CONT
#5 VERT REINFORCING W/
DOWELS TO MATCH INTO
FOOTING
FOOTING, SEE PLAN
CONNECTION TO
PRECAST BY
PRECASTER
ICE RINK BY
OTHERS
DASHER BOARD
BY OTHERS
TO PERIMETER OF
CONCRETE
CMU WALL
#5 VERT REINFORCING W/
DOWELS TO MATCH INTO
FOOTING
99' -4"
2" GAP
ICE RINK BY
OTHERS
DASHER BOARD
BY OTHERS
TO PERIMETER OF
CONCRETE
100' -0"1' - 4"1' - 0"
SLAB ON GRADE,
SEE PLAN
#5 DOWELS @ 2' - 0" o/c
10"3' - 0"
(2) #5 x CONT, TOP
& BOTTOM
CONTINUOUS STRIP
FOOTING. SEE PLAN
& SCHEDULE
BOND BEAM W/
(2) - #5 x CONT
PRECAST STADIA BY
PRECASTER
CONNECTION TO
PRECAST, BY
PRECASTER
#5 VERT @ 2' - 0" o/c W/
DOWELS TO MATCH
INTO FOOTING
SLAB ON GRADE,
SEE PLAN
RINK FLOOR
SEE PLAN
FIBERGLASS GRATING,
AND DETAIL BY SUPPLIER
- PIT MUST BE SIZED TO HOLD ONE SIMULTANEOUS LOAD FROM ALL MACHINES.
VERIFY PIT SIZE WITH EQUIPMENT SUPPLIER.
VERT #3 @ 12" o/c
W/ HOOK AT TRENCH
PERIMETER
2 1/2" WIDE x 1" DEEP SLOTS FOR
SCREENS - SCREENS FURNISHED
BY PLUMBING CONTRACTOR
VERIFY REQUIREMENTS
TRENCH (SLOPE
1/4"/FT MIN. TO DRAIN)
WASHER ANCHOR BOLTS
AS PER SUPPLIER
#5 @ 12" o/c EACH WAY,
TOP & BOTTOM, 3"
COVER BOTTOM, 2" TOP
- PROVIDE AN 8" THICK THICKENED SLAB AND #3 DOWELS x 2' - 0" @ 12" o/c,
WHERE EQUIPMENT SUPPLIER REQUIRES SLAB TO BE MONOLITHIC WITH
SLAB-ON-GRADE. DELETE EXPANSION JOINT.
1/2" EXPANSION JOINT ALL
AROUND TO ISOLATE WASHER
SLAB (VERIFY w/ SUPPLIER)
THICKENED SLAB AND
DOWELS, SEE NOTE
BELOW
SLAB ON GRADE
- EQUIPMENT SUPPLIER MUST REVIEW AND APPROVE DETAILS SHOWN.
- ALL BARS EPOXY COATED.
8"VERIFYVERIFY
8"4" TO 6", VERIFYWITH SUPPLIER20" MIN. AT LOW POINT,VERIFY W/ SUPPLIER(F.V.)X" TYP.
(F.V.)
EXISTING FOUNDATION
WALL (FIELD VERIFY
THICKNESS)
T/EXISTING WALL XX'-X"
(FIELD VERIFY)
#5 DOWEL x 14" LONG @
48" o/c DRILL & EPOXY 6"
INTO EXISTING FOUNDATIONS
AND WALL
PRECAST WALL PANEL
#3 @ 18" o/c w/
STANDARD HOOK
1' - 1 3/8"X" TYP.0' - 10 5
/
8
"8"X"
SEE ARCH
4"
(2) - #5 x CONTINUOUS
TOP & BOTTOM
1 1/8"1"8"
SEE PLAN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S5.2
10/04/2023
220025.00
1 THICKENED SLAB AT DASHER BOARDS 2 SEAT WALL ADJACENT TO DASHER BOARDS 3 THICKENED SLAB AT DASHER BOARDS
4 CONCRETE SLAB AT SOFT MOUNT WASH
MACHINES 5 NEW FOUNDATIONS AT EXISTING
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BONDED TOPPING TYPICAL
AT FLOORS, OMIT TOPPING
AT ROOF PLANK, SEE PLANS
PRECAST PLANK, SEE
PLANS FOR THICKNESS AND
LOADING
WELD PLATES @ 4' - 0" o/c
MAX.
CONTINUOUS ANGLE
DESIGNED, FURNISHED AND
INSTALLED BY PRECASTER,
1/2" MIN. THICKNESS
WELD PLATES SPACED AS
REQUIRED. BY DESIGN BUT
NOT TO EXCEED 4' - 0" o/c
MAX. WITH SOLID
BLOCKOUT
AS REQUIRED.
- IN ADDITION TO VERTICAL LOADS, CONNECTION SHALL BE DESIGNED TO TRANSFER WALL
PANEL WIND LOADS PLUS SHEAR DIAPHRAGM LOADS = 300 PLF MINIMUM OR AS SPECIFIED
ON PLAN.
- ENTIRE CONNECTION DESIGN BY PRECASTER. FIREPROOF AND PROVIDE FIRESAFING
AS REQUIRED FOR FIRE RATING.
VERTICAL PRECAST PANEL
- SEE ARCHITECTURAL FOR REVEALS IN EXTERIOR FACE.
PRECAST WALL PANEL
EMBED PLATE BY
PRECASTER 1/2" x 10" x
DEPTH OF BEAM + 4" MIN
- SEE PLANS FOR SHEAR REACTIONS AT CONNECTION. IF NO REACTION IS
PROVIDED ON PLAN, DESIGN FOR MINIMUM 12K SHEAR LOAD
L3 x 3 x 1/4 x CONT. ON
TOP OF BEAM FOR
DECK SUPPORT
ERECTION ANGLE AS
REQUIRED BY STEEL
ERECTOR
BONDED TOPPING TYPICAL AT
FLOORS, OMIT TOPPING AT
ROOF PLANK, SEE PLANS
SLOTTED INSERT & STRAP @
4' - 0" o/c, TWO PER VERTICAL
PANEL MIN.
PRECAST PLANK, SEE PLANS
FOR THICKNESS AND LOADING
PLATE CAST INTO PRECAST
PLANK
- CONNECTION SHALL BE DESIGNED TO TRANSFER WALL PANEL WIND LOADS PLUS
SHEAR DIAPHRAGM LOADS = 300 PLF MINIMUM OR AS SPECIFIED ON PLAN.
- ENTIRE CONNECTION DESIGN BY PRECASTER. FIREPROOF AND PROVIDE FIRESAFING
AS REQUIRED FOR FIRE RATING.
VERTICAL PRECAST WALL
PANEL
- SEE ARCHITECTURAL FOR REVEALS IN EXTERIOR FACE.
NOTES:
1. INSTALL JOINT REINFORCEMENT IN THE FIRST AND SECOND BED JOINT ABOVE LINTELS AND BELOW SILLS AT OPENINGS
2. EXTEND REINFORCEMENT IN THE SECOND BED JOINT BELOW OPENING 2' - 0" BELOW THE JAMBS
4. GROUT CELLS WITH REINFORCING SOLID. SEE 19/S5.3
1-#5 MINIMUM
EXCEPT WHERE
MASONRY
PIERS ARE
SPECIFIED AT
EVERY OPENING
MASONRY PIERS,
SEE PLANS
VERTICAL REINFORCEMENT -
SEE PLANS OR SCHEDULE
LINTEL: SEE PLANS AND
SCHEDULE FOR SIZE, SEE
MASONRY GENERAL
NOTES FOR BEARING
LENGTH
NOTE 2
19 1/4"BAR LAP SEE SCHEDULERUN BAR TO UNDERSIDE OF
STEEL BEAM BEARING, RUN
BAR THRU MASONRY OR
PRECAST LINTEL.
EXTEND MP BARS
PAST END OF LINTEL
FOOTING
3. PROVIDE (1)-#5 MINIMUM AT END OF WALL AND EACH SIDE OF VERTICAL CONTROL JOINTS UNLESS MASONRY PIERS ARE SPECIFIED
HORIZONTAL JOINT
REINFORCING @
16" o.c. U.N.O.
SEE 8/S5.3
NOTE 1
NOTE 1
NOTE 3
NOTE 3
S5.3
11
S5.3
17
1"
MAX
-
SEE PLAN
5"
#4 DOWEL AT 4' - 0" o/c (STAGGERED ON
BOTH SIDES) POUND INTO HOLE BY
PRECASTER. EMBED 5" MIN. INTO
BOND BEAM.
PC PLANK w/ GROUTED
KEYWAYS AND BUTT JOINTS
BEARING STRIPS BY PRECASTER
BOND BEAM w/ 2 - #5
CONTINUOUS LAP 2' - 6"
CUT BLOCK AS REQUIRED
SEE PLAN FOR MASONRY WALL
OR PIER REINFORCEMENT
SEE PLAN FOR
WALL OR PIER
REINFORCING BOND BEAM w/(2) - #5
CONTINUOUS LAP 2' - 6"
MIN.
#4 DOWEL @ 4' - 0" o.c.
POUND INTO HOLE BY
PRECASTER
- DRYPACK GROUT BELOW PLANK BY MASONRY CONTRACTOR
FOR GAP OVER 1/2 INCH.
CUT BLOCK AS
REQUIRED
DRILL 1/2" DIA HOLE THRU
PLANK AND 5" MIN INTO
BOND BEAM.
DRYPACK GROUT BELOW
PLANK BY MASONRY
CONTRACTOR FOR
GAP OVER 1/2 INCH
3"
5"
SEE PLAN
BOND BEAM W/(2) - #5
CONTINUOUS LAP 2' - 6" MIN.
SEE PLAN FOR
WALL OR PIER
REINFORCING
#4 DOWEL @ 4' - 0" o/c
POUND INTO HOLE BY
PRECASTER
BEARING STRIPS BY PRECASTER
CUT BLOCK AS REQUIRED.P.C.PLANKSEE PLAN
DRILL 1/2"Ø HOLE THRU
PLANK AND 5" MIN. INTO
BOND BEAM
2 1/2"
MIN.
- LAP 6" MIN. AT OTHER WALL SPLICES.
PREFAB CORNERS AT
16" o.c. VERTICAL,
U.N.O.
HORIZONTAL WALL
REINF. AT 16" o.c.
VERTICAL, U.N.O.
PREFAB TEE AT
16" o.c. VERTICAL,
U.N.O.
LAP 2' - 4"2' - 8"
2' - 8"0"0"3' - 0"28"
32"
32"
FOR 16" DEEP LINTELS
OR DEEPER, 1/4" DIA.
BENT WIRE ROD @ 24" o/c
FOR MASONRY
TRIANGULAR TIES.MASONRY COURSING
SOLID GROUT AREA AND
REINFORCING PER PLAN OR
MASONRY GENERAL NOTES
ELEVATION
- BACKPATCH SOLID AT BEAM POCKET
SEE GENERAL NOTES
FOR BEARING
REQUIREMENTS
SOFT JOINT ABOVE
BRICK OR BLOCK w/
SEALANT
EXTEND STEEL BEAM
BOTTOM PLATE FULL
LENGTH
FOR 12" DEEP BEAMS OR
GREATER, PROVIDE 1/4"
STIFFENER PLATE EACH
SIDE
SLOTTED HOLES AND
FINGER TIGHT NUTS
3/8" DIA. STUDS. SEE
LINTEL SCHEDULE.
- WHERE BEAMS FRAME INTO STEEL COLUMNS FACED BY MASONRY, CAULK
ABOVE BRICK OR BLOCK BELOW BEAM AS SHOWN ABOVE
- SIMILAR FOR CONCRETE WALLS.
- CONTRACTOR OPTION TO ANCHOR BOLTS: PROVIDE (2) - 1/2" DIA. x 4"
HEADED STUDS WELDED TO BOTTOM OF PLATE. PROVIDE (2) - 3/4" DIA.
THREADED STUDS TO TOP OF PLATE WITH NUT AND WASHER.
11 1/2"
19 1/2"
BEARING PLATE 5/8" x 6" x 8" U.N.O.
w/ (2) - 3/4" DIA. x 1' - 4" x 3" ANCHOR
BOLTS WITH NUT & WASHER ON 3/4"
GROUT. PROVIDE 3" LONG
SLOTTED HOLES IN BEAM, FINGER
TIGHTEN NUT.
EXTEND VERTICAL
REINFORCING
(GROUTED SOLID) TO TOP
COURSE OF WALL ABOVE
TOP BARS PER SCHEDULE,
LAP PER GENERAL NOTES
BOND BEAM BLOCK AT
TOP OF LINTEL
VERTICAL BARS PER
MASONRY LINTEL SCHEDULE
w/ STANDARD HOOK INTO
U-BLOCK BELOW.
U-BLOCK ONLY AT HEAD
OF OPENING
BOTTOM BARS PER SCHEDULE,
LAP PER GENERAL NOTES
NOTE: BARS TO BE CONTINUOUS WITH MOMENT LAP SPLICE FOR
MULTIPLE SPANS, DO NOT INTERRUPT BARS AT INTERMEDIATE
BEARING POINTS. BEAR LINTELS 16" AT END OF SPANS.DEPTH PER MASONRY LINTELSCHEDULE GROUT COMPLETELY SOLIDWALL WIDTH
SEE PLAN
4"BACKER ROD
CAULK
2"
LADDER OR TRUSS TYPE
HORIZONTAL JOINT
REINFORCEMENT DOES
NOT GO THRU JOINT
STANDARD FLUSH END
SASH BLOCK
COMPLETELY CLEAR
AIRSPACE OR FILL WITH
EXTENDED GASKET
PREFORMED 80
DUROMETER PVC OR
RUBBER GASKET
- BOND BEAMS SHALL BE DISCONTINUOUS AT CONTROL JOINTS
- SEE ARCHITECTURAL DRAWINGS FOR BRICK EXPANSION/CMU CONTROL JOINT
LOCATIONS. UNLESS SHOWN OTHERWISE: MAXIMUM JOINT TO CORNER
DISTANCE SHALL NOT BE LESS THAN 2 FEET OR EXCEED 10 FEET. MAXIMUM
JOINT TO JOINT SPACING SHALL NOT EXCEED THE LESSER OF 25 FEET OR
2 TIMES THE WALL HEIGHT FOR SHORT HEIGHT WALLS BELOW OR BETWEEN
WINDOWS AND AT PARAPETS. JOINTS SHOULD BE LOCATED AT CRITICAL
LOCATIONS SUCH AS (BUT NOT LIMITED TO) CHANGES IN BUILDING HEIGHTS,
CHANGES IN FRAMING SYSTEMS, COLUMNS BUILT INTO EXTERIOR WALLS, MAJOR
WALL OPENINGS, AND CHANGES IN MATERIALS.
3/8"
C.I.P. OR PRECAST
CONCRETE SURFACE
FIRESAFING OR INSULATION
AS REQUIRED BY ARCHITECT.
PROVIDE SEALANT AT
EXTERIOR WALLS AND FOR
WALLS EXPOSED TO VIEW
- SIMILAR AT STEEL SUPPORTS. WELD ANGLES TO STRUCT. w/ 3/16" x 2" FILLETS.
- GROUT SOLID (1) - #5 TO TOP OF WALL AT EACH SIDE OF ALL OPENINGS (HVAC),
DOORS AND WINDOWS, UNLESS NOTED
OTHERWISE.
- ANGLE AND SCREWS SUPPLIED BY STEEL SUPPLIER INSTALLED BY MASON.
L4" x 4" x 1/4" x 8" EACH SIDE @
4' - 0" o/c w/ (2)-1/4"Ø x 1.75"
TAPCON CONCRETE SCREWS,
5" GAGE, 1 1/4" MIN.
EMBEDMENT (4) TOTAL 1" GAP MIN1 1/2" MAX1/2" MIN.3"2 "2 "1" MAX.BOTTOM OF STEEL DECK
#10 x 16 SELF TAPPING SCREW
FIELD BEND ONE SIDE
FIRESAFING OR
INSULATION AS REQUIRED
BY ARCHITECT
- GROUT SOLID (1) - #5 TO TOP OF WALL AT EACH SIDE OF ALL
OPENINGS (HVAC), DOORS AND WINDOWS, UNLESS NOTED
OTHERWISE.
12 GA. SPACING
@ 4' - 0" o/c
PRE-DRILLED
HOLES
CONTINUOUS L3" x 3" x 1/4" w/
1/2" DIA. x 5 1/2" HILTI KWIK
BOLTS AT 2' - 0" o/c (OR 1/2" x
5" HUS-EZ SCREW ANCHOR
ATTACHMENT
GROUT COURSE SOLID FULL
LENGTH FOR ANCHOR
ATTACHMENT
BOND BEAM w/ (2) - #5
CONTINUOUS (LAP 2' - 6")
1 1/2" METAL ROOF
DECK WELDED TO
ANGLE AT 6" o/c
SEE PLAN FOR
WALL THICKNESS
AND REINFORCING
- EXPANSION BOLTS MUST BE INSTALLED A MINIMUM OF 1 3/8 FROM ANY
VERTICAL MORTAR JOINT. PLACE FIRST ANCHOR 12" FROM END OF WALL
AT PARAPETS: BOND BEAM
W/(2) - #5 CONTINUOUS LAP
2' - 6". EXTEND VERTICAL
REINFORCING 4" INTO BOND
BEAM
- ATTACH ROOF DECK TO ANGLE IN EACH FLUTE: 6" o/c FOR 1 1/2" DECK,
8" o/c FOR 3" DECK
- CONTINUOUS ANGLE SHALL BE BUTT WELDED AT JOINTS OR
EQUIVALENT AREA SPLICE PLATES TO DEVELOP TENSION CAPACITY AS
DECK DIAPHRAGM CHORD MEMBERS
CMU WALL
B/LINTEL
SEE PLANS
LINTEL
AT STEEL LINTELS - STOP REINFORCING
UNDER BEARING, ADJACENT BARS TO BE
CONTINUOUS TO FLOOR OR ROOF ABOVE
PROVIDE GAP ABOVE BRICK BELOW
LINTEL (AND ANGLES ATTACHED TO
LINTEL). FILL WITH BACKER ROD AND
SEALANT
AT BOND BEAM LINTELS - RUN
VERTICAL REINFORCING THRU.
ROOF DECK
MASONRY WALL
- VERIFY MINIMUM POCKET WIDTH REQUIRED WITH JOIST SUPPLIER.
- FILL OPENING AS REQUIRED BY ARCHITECT WITH FIRESAFING INSULATION
OR OTHER NON-BEARING MATERIAL.
LOW-LIFT GROUTING HIGH-LIFT GROUTING HIGH-LIFT GROUTING HIGH-LIFT GROUTING
MAX WALL HEIGHT
1ST POUR
MAX WALL
HEIGHT
2ND POUR
5'-0" POUR AND 5'-0" LIFTLAPLAP5'-0" POUR AND 5'-0" LIFTNEXT POUR AND LIFT- NO CLEANOUTS REQUIRED
- WALL BUILT IN 3 STAGES
- BARS SPLICED AT POUR HEIGHTS
(10/SPLICES)
- GROUT PER ASTM C476
- SLUMP 8"-11"5'-0" POUR AND 5'-0" LIFTLAP5'-0" POUR AND 5'-0" LIFT2'-8" POUR AND2'-8" LIFT- CLEANOUTS REQUIRED
- WALL BUILT IN FULL HEIGHT
- BARS INSTALLED FULL LENGTH
(NO SPLICING)
- GROUT PER ASTM C476
- THREE GROUT LIFTS REQUIRED IF:
1 SLUMP NOT 10"-11"
2 WALL NOT CURED FOR 4 HRS MAXIMUM 12'-8" POURLAP- CLEANOUTS REQUIRED
- WALL BUILT IN FULL HEIGHT
- BARS INSTALLED FULL LENGTH
(NO SPLICING)
- GROUT PER ASTM C476
- ONE GROUT LIFT IF:
1 SLUMP 10"-11" ONLY
2 WALL NOT CURE3 FOR 4 HRS MIN MAXIMUM 12'-8" POUR AND 12'-8" LIFTLAP- CLEANOUTS REQUIRED
- WALL BUILT IN FULL HEIGHT
- BARS INSTALLED FULL LENGTH
(NO SPLICING)
- ONE GROUT LIFT
- SELF CONSOLIDATING GROUT (SCG)MAXIMUM 24'-0" POUR AND 24'-0" LIFT- SLUMP 21"-30"
- GROUT DEMONSTATION PANEL
REQUIRED31 1/4"60"31 3/4"63 5/8"36"
31 1/4"
60"
63 7/8"
35 3/4"
159 5/8"31 1/4"159 5/8"
31 1/4"
159 5/8"
CONCRETE COLUMN OR WALL
3/16" DIA. GALVANIZED
TRIANGULAR MASONRY
TIE @ 16" o/c
GROUT SOLID
DOVETAIL ANCHOR SLOT
L3 x 3 x 3/8 x CONT
PLATE 3/8" x 5" x 8"
w/ (2) - 3/8" DIA. x 4"
HWS
AT PARAPETS: BOND BEAM
W/(2) - #5 CONTINUOUS LAP
2' - 6". EXTEND VERTICAL
REINFORCING 4" INTO BOND
BEAM
SEE PLAN FOR
WALL THICKNESS
AND REINFORCING
BOND BEAM w/
(2) - #5 CONTINUOUS
(LAP 2' - 6")
1/2" 5"
1/8" x 1" FOR K SERIES
1/4" x 2" FOR OTHERS
- ATTACH ROOF DECK TO ANGLE IN EACH FLUTE: 6" o/c FOR 1 1/2" DECK,
8" o/c FOR 3" DECK
- CONTINUOUS ANGLE SHALL BE BUTT WELDED AT JOINTS OR EQUIVALENT
AREA SPLICE PLATES TO DEVELOP TENSION CAPACITY AS DECK DIAPHRAGM
CHORD MEMBER
3/16"
- BACKPATCH JOIST POCKET SOLID
- EXTEND PRECAST BEYOND EDGE AS REQUIRED FOR
ARCHITECTURAL REQUIREMENTS.
WELD ANCHOR
AT 4' - 0" o.c.
BY
PRECASTER3/16
WELD ANCHOR AT 4' - 0" o.c.
± STAGGERED EACH SIDE
NOTE: IN MULTIPLE BAYS,
PLACE 2 ANCHORS IN ONE
SLAB AND PLACE ANCHORS
IN OPPOSITE ENDS OF
ADJACENT SLABS
GROUTED BUTT JOINT
W.W.F.
1"
MIN
3/16
#4 @ 12" o/c x 8' - 0",
3/4" COVER
BY
PRECASTER
ANCHOR @ 16'' o/c
BLOCK WALL
CONTINUOUS DOVETAIL
SLOTS REQUIRED IN
CONCRETE COLUMNS FOR
ALL MASONRY WALLS NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S5.3
10/04/2023
220025.00
1 PRECAST PLANK SUPPORT AT PRECAST
PANELS (LOAD BEARING)2 STEEL BEAM CONNECTION AT PRECAST
WALL PANEL 3 PRECAST PLANK SUPPORT AT PRECAST
PANELS (NON-LOAD BEARING)4 TYPICAL CMU WALL ELEVATION 5 PRECAST PLANK BEARING
6 PRECAST PLANK SIDELAP 7 PRECAST PLANK BEARING 8 HORIZONTAL MASONRY WALL
REINFORCEMENT 11 STEEL BEARING ON MASONRY
12 DEEP MASONRY LINTEL DETAIL 13 MASONRY BLOCK CONTROL JOINT 14 LATERAL SUPPORT AT TOP OF
NON-BEARING MASONRY WALL 15 LATERAL SUPPORT AT TOP OF
NON-BEARING WALL 16 DECK SUPPORT AT MASONRY WALL
17 PIER/WALL REINFORCING AT LINTEL
BEARING
18 STEEL JOIST POCKET IN CMU WALL 19 COMPARISON OF GROUTING METHODS FOR
CONCRETE MASONRY WALL
20 CMU WALL JOINT AT CONCRETE COLUMN
OR WALL
21 JOIST BEARING ON MASONRY
9 PRECAST PLANK BEARING 10 PRECAST PLANK BEARING
22 TYPICAL PC PANEL/MASONRY
INTERSECTION
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
6"
6"2" MIN. LAPDECK LENGTH 3 SPAN MIN.SU P P O R T
PE R IM . C LC L. JO IS TC L. JO ISTC L. JO IS T36" WIDE DECK
WELD
END VIEW
INTERMEDIATE SUPPORT
- NOTE: 5 WELDS PER SHEET ARE REQUIRED IN EXACT LOCATIONS SHOWN
OR ADDITIONAL WELDING WILL BE REQUIRED
- CONTRACTORS OPTION: 30" WIDE ROOF DECK w/ 30/4/2 PATTERN
WELD DECK AT 6" o.c..
TO JOIST AT END LAP
3 - #10 TEK SCREWS PER SPAN
AT SIDE LAPS (TYPICAL)
5 - 5/8" DIA. PUDDLE
WELDS TO JOISTS AT
INTERMEDIATE
SUPPORTS (TYPICAL)
WELD DECK
AT 6" o.c..
AT PERIMETER
SUPPORTS TO
STRUCTURE
INCLUDING
SIDE LAPS
REQUIRED MINIMUM
DECK DIAPHRAGM
CAPACITY =740 PLF (ULT)
ANGLE TO ANGLE CONNECTION
L3 x 3 x 5/16
L6 x 4 x 5/16
SIDE FRAME ANGLE
L3 x 3 x 5/16 (4 SIDES)
- DIMENSIONS "A" & "B" BY TRADE CONTRACTOR OR ROOF
SUMP SUPPLIER
- SEE ARCHITECTURAL OR MECHANICAL/PLUMBING/ELECTRICAL
FOR LOCATION, SIZE AND QUANTITY REQUIRED
- DETAIL TYPICAL AT OPENINGS GREATER THAN 10", INCLUDING
ROOF DRAIN/SUMPS AND HATCHES
L6 x 4 x 5/16 x 0' - 6"
SIDE FRAME ANGLE
MAY BE OMITTED WHEN
DIM. IS 6" OR LESS
3' - 8""A""B"
1' - 2"
- DETAIL APPLIES TO METAL CENTERING OR ROOF DECK.
..
1/4"
FIELD VERIFY CLEAR DIMENSION
BETWEEN JOIST TOP CHORD OR
BEAM FLANGE MINUS 1"
3/16 JOIST OR BEAM
- ATTACHMENTS TO FRAMES FOR LADDERS AT ROOF HATCHES
SHALL INCLUDE VERTICAL SLIP CONNECTION TO ALLOW ROOF
DEFLECTIONS.
NOTE: FOR OPENINGS GREATER THAN 13", FRAME
OPENING w/ C6 x 8.2
5/8" DIA. PUDDLE WELDS @
8" o.c.. TO JOISTS, AT
INTERMEDIATE SUPPORTS,
ALL FLUTES
C L.REINFORCE OPENINGS < 13"
w/ 16 GA. COVER PLATE WELDED
OR SCREWED TO DECK AS SHOWN
C L. JO IS TDECK LENGTH 3 SPAN MINIMUM8"(7) - #10 TEK SCREWS PER
SPAN @ SIDELAPS (TYP.
U.N.O.)
C L. JO ISTC L.8"
WELD DECK AT 8" o.c. AT
END LAPS AND AT ALL
PERIMETER SUPPORTS
(E.G. ANGLES AND BEAMS)
REQUIRED MINIMUM
DECK DIAPHRAGM
CAPACITY = 500 PLF (ULT)
CHANNEL TO ANGLE CONNECTIONCHANNEL TO CHANNEL CONNECTION
C6 x 13
BENT PLATE
7 x 7 x 5/16 x 0' - 6"
C6 x 13
BENT PLATE
7 x 7 x 5/16 x 0'-6"
C6 x 13 C6 x 13
SIDE FRAME
SIDE FRAME C6 MAY BE
OMITTED WHEN DIM IS 6"
OR LESS
- SEE ARCHITECTURAL, MECHANICAL/PLUMBING/ELECTRICAL FOR
LOCATION, SIZE & QUANTITY REQUIRED.
- DETAIL TYPICAL AT OPENINGS GREATER THAN 10",
INCLUDING ROOF DRAIN/SUMPS AND HATCHES
- DIMENSIONS "A" & "B" BY TRADE CONTRACTOR OR
ROOF SUMP SUPPLIER."A""B"
1' - 1 1/2"
CLEAR DIMENSION BETWEEN
JOIST TOP CHORD OR BEAM FLANGE
..
1/4
..
1/4
JOIST OR BEAM
JOIST HANGER FOR HVAC, PLUMBING
FIRE PROTECTION. ETC.
@ EA. JOIST
2 - L'S
L 1 1/2 x 1 1/2 x 3/16 BRACE
EACH SIDE BY STRUCTURAL STEEL
ERECTOR (UNLESS C6 x 13 LANDS
AT TOP CHORD PANEL POINT.)
- NO L BRACE REQUIRED IF LOAD OCCURS WITHIN 3" OF JOIST PANEL POINT CENTERLINE.
OR IF LOAD IS LESS THAN 100 LBS. HUNG LOADS MUST BE APPLIED CONCENTRICALLY
ON A JOIST CHORD SO LOAD IS APPLIED TO BOTH ANGLES EQUALLY.
- DETAIL APPLIES TO LOADS ABOVE OR HUNG BELOW JOISTS. SEE GENERAL
NOTES FOR HANGER SPACING FOR PIPING. FOR PIPING PLACED PARALLEL TO JOISTS
USE A SPREADER ANGLE OR UNISTRUT TO DISTRIBUTE LOAD INTO MINIMUM OF TWO
JOISTS. FOR ROOF FRAMING PLACEMENT OF ANY PIPING IN EXCESS OF 4" DIA OR
EQUIVALENT WEIGHT IN PIPE GROUPING OF SMALLER DIAMETER IS SUBJECT TO
APPROVAL OF ARCHITECT/ENGINEER
- WHERE IT IS REQUIRED TO REMOVE JOIST BRIDGING FOR DUCTS, PROVIDE
L 1 1/2 x 1 1/2 x 3/16 CROSS BRACING ON EACH SIDE OF DUCT.
CURB BY HVAC CONTRACTOR
ANY STEEL FRAMING REQUIRED
ABOVE CHANNEL FOR SUPPORT
OF ROOF TOP UNIT SHALL BE
SUPPLIED BY HVAC CONTRACTOR
C6 x 13 AT 1 1/2"
WIDE RIB ROOF DECK,
MC8 x 21.4 AT 3"
ROOF DECK -
COORDINATE EXACT
LOCATION W/ HVAC
CONTRACTOR
- IF JOIST CHORD THICKNESS IS LESS THAN 3/16" THAN USE AN EQUIVALENT 1/8" WELD.
..
3/16 2"
..
3/16 1"
- WHERE THE LONG DIRECTION OF THE RTU IS PERPENDICULAR TO SPAN OF CHANNELS,
ADD ADDITIONAL CHANNELS TO LIMIT CURB SPAN TO 4 OR 5 FEET.
ROOF FRAMING. STEEL JOISTS
SHOWN BUT APPLIES TO ALL
TYPES OF STRUCTURE
INCLUDING WOOD TRUSSES
BY SPRINKLER PIPE SUPPLIER
6" DIAMETER SPRINKLER
PIPE W/ HANGER
- ALL 6" DIA SPRINKLER PIPE MUST BE SUPPORTED EQUALLY BY TWO ROOF
MEMBERS.
- 4" DIA. PIPES OR SMALLER MAY BE HUNG FROM ONE ROOF MEMBER EXCEPTION:
HANG 4" PIPE FROM TWO WOOD TRUSSES EQUALLY, AS SHOWN ABOVE FOR 6" PIPE.
- 8" DIA. OR LARGER HORIZONTAL SPRINKLER PIPES ARE NOT ALLOWED.
- SCHEDULE 10 PIPING IS REQUIRED FOR 2 1/2" DIA. PIPES OR GREATER.
EQEQ
2' - 0"2' - 0"
- SEE SECTION X/SX FOR ANGLE
STRUTS, NOT SHOWN
ECCENTRICALLY LOADED
JOIST - NOT ALLOWED
CONCENTRICALLY
LOADED JOIST - ALLOWED
HANGER
RODHANGER
ROD
ROWS OF
BOLTS
BEAM
W21,W24
W18
W12,W14
W16
W8,W10
SIZE
5
6
3
4
2
BEAM SIZE AS
NOTED ON PLANS
DOUBLE ANGLE AT COLUMNS,
SINGLE ANGLE FOR PURLINS
TO INTERIOR GIRDERS.
STANDARD COPE AS
REQUIRED
- CONNECTION DESIGN BY FABRICATOR. SEE PLAN FOR LOADS AND SPEC
05 10 00 FOR ADDITIONAL REQUIREMENTS.
TUBE COLUMN
OF SIDE WELD
STOP 1" SHORT
tw
BEAM WEB
ST 5 CONNECTION - OFFSET
SO BEAM LOADS COLUMN
CONCENTRICALLY
FOR BEAMS FRAMING IN AT 90°,
USE ST IF FITS OTHERWISE
ANGLE OR BENT PLATE.
THICKNESS > tw OF BEAM
-tw OF ST > tw OF BEAM
-PROVIDE HORIZ. SHORT SLOTTED HOLES
3/8"
MIN.
PROVIDE MAX. NUMBER OF
1" DIA. A325 BOLTS POSSIBLE
IN SINGLE LINE (3" SPACING)
..
3/16
..
3/16
- CONNECTION DESIGN BY FABRICATOR. SEE PLAN FOR LOADS AND SPEC
05 10 00 FOR ADDITIONAL REQUIREMENTS.
..
L3 x 3 x 1/4 x CONT
- PITCH ANGLE AND EMBED
PLATE WHERE REQUIRED
1/2" x 8" x 8" EMBED PLATE
@ 4' - 0" o/c, 2" MIN. PER
PANEL.
- SIMILAR AT PRECAST BEAMS
- SIMILAR AT CAST CONCRETE WALLS. PROVIDE (4) 1/2" DIA x 5"
HWS PER EMBED PLATE
ROOF DECK
3/16"4"TOP & BOTTOM
1' - 1 1/2"PRECASTER TO VERIFY
PRECAST WALL
- ATTACH ROOF DECK TO ANGLE IN EACH FLUTE: 6" o/c FOR 1 1/2"
DECK, 8" o/c FOR 3" DECK
- CONTINUOUS ANGLE SHALL BE BUTT WELDED AT JOINTS OR
EQUIVALENT AREA SPLICE PLATES TO DEVELOP TENSION
CAPACITY AS DECK DIAPHRAGM CHORD MEMBER
SEE PLAN SEE
PLAN
PRECAST WALL
CONNECT BRIDGING
AT INTERSECTION
W/ WELD OR BOLT
X-
BRIDGIN
G
JOIST BRG ELEV.
(SEE PLAN)
JOISTS (SEE
PLAN)
VERIFY
W/ ARCH
PRECAST WALL
T & B
WELD PLATE
BY PRECASTER
L6 x 4 x 1/2 x 0'-8" (LLV)
BEARING SEAT WITH 3/8"
STIFFENER
10"
1/4 8
3/16"3"
- SUGGESTED DETAIL; ACTUAL DETAIL BY PRECASTER. IF POCKETS
ARE USED OR REQUIRED BY DESIGN, BACKPATCH POCKET SOLID.
CONTINUOUS
L4 x 4 x 1/4 BY
STEEL SUPPLIER
- ATTACH ROOF DECK TO ANGLE IN EACH FLUTE: 6" o/c FOR 1 1/2" DECK,
8" o/c FOR 3" DECK
- CONTINUOUS ANGLE SHALL BE BUTT WELDED AT JOINTS OR
EQUIVALENT AREA SPLICE PLATES TO DEVELOP TENSION
CAPACITY AS DECK DIAPHRAGM CHORD MEMBER
3/16"3"SEE
PLAN
- JOISTS TO BE CENTERED ON PRECAST PANEL CENTERLINE.
1'-0" LONG BLOCKOUT IN PRECAST
WALL FOR JOIST BEARING (BY
PRECASTER FILL SOLID WITH
CONC. OR MASONRY FOR FULL
HEIGHT AFTER JOIST INSTALLED
CONTINUOUS L4 x 4 x 1/4 BY
STEEL SUPPLIER
PITCHED TOP
CHORD
DLH JOISTS
(SEE PLAN)
1 1/2" x 8" WIDE x 10" LONG
BEARING PLATE. THE
BEARING PLATE CONNECTION
TO PANELS BY PRECASTER.
VERIFY
W/ARCH'L
7 1/2" JOIST SEAT
INSULATED PRECAST
WALL PANELS
JOIST BRG
ELEV.
(SEE PLAN)
8"
3/16"3"
3/16"
- ATTACH ROOF DECK TO ANGLE IN EACH FLUTE: 6" o/c FOR 1 1/2" DECK, 8" o/c FOR 3" DECK
- CONTINUOUS ANGLE SHALL BE BUTT WELDED AT JOINTS OR EQUIVALENT AREA SPLICE
PLATES TO DEVELOP TENSION CAPACITY AS DECK DIAPHRAGM CHORD MEMBER
EMBED PLATE 4' - 0" o.c. MAX. MIN.
2 PER 8' - 0" PANEL DESIGNED BY
PRECASTER
SEE
PLAN
NOT ALLOWED ALLOWED
- CONTRACTOR OPTION: TO HANG FROM ROOF DECK WITHOUT ADDED SUPPORTS,
PROVIDE STAMPED CALCULATIONS INCLUDING CONNECTION AND DECK ADEQUACY
STEEL STUDS
METAL ROOF DECK
STEEL STUDS
METAL ROOF DECK
COLD-FORMED SUPPORT TO
JOISTS OR OTHER
STRUCTURE @ 4' - 0" o.c.
- HANGING STUD WALLS
OR BULKHEADS FROM
METAL ROOF DECK IS
NOT ALLOWED
- SUGGESTED SUPPORT SYSTEM
- SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS WHERE STUD WALLS ARE HUNG
- SIMILAR RESTRICTIONS APPLY TO UNISTRUT.
SEE PLAN
(AS INDICATED BY ON FRAMING PLANS)
tw= WEB
THICKNESS 1/4" PLATE
EACH SIDE.
GREATER OF tw/2 OR
1/4" PLATE EACH
SIDE. PROVIDE SHIM
PLATE AS REQUIRED.
TO MATCH THICKER
BEAM WEB.
1/2" CAP PLATE
w/ (4) 3/4" DIA.
A325 BOLTS
2 ROWS OF BOLTS FOR 8" OR 10" WF
3 ROWS OF BOLTS FOR 12" OR 14"
WF 4 ROWS OF BOLTS FOR 16" WF
5 ROWS OF BOLTS FOR 18" WF
6 ROWS OF BOLTS FOR 21" OR 24" WF
- CONNECTION DESIGN BY FABRICATOR. SEE PLAN FOR LOADS AND
SPEC 05 10 00 FOR ADDITIONAL REQUIREMENTS.
DECK COVER PLATE WHERE
DECK DOES NOT OVERLAP
BY DECK SUPPLIER
- STAGGER LH JOISTS AS REQUIRED FOR MINIMUM BEARING REQUIREMENTS.
..
1/8" x 1" FOR K SERIES
1/4" x 2" FOR OTHERS 1/4"
- EXTEND SEAT AND BEAR ON BEAM CENTERLINE WHERE JOISTS FRAME IN FROM
1 SIDE ONLY.
1/4"
1/2" DIAMETER BOLTS AT
JOIST NEAREST COLUMNS
..
3/16TYP
L2 x 2 x 3/16 BRACE FROM
BEAM BOTTOM FLANGE TO
TOP CHORD PANEL POINT @
LOCATIONS INDICATED BY ( )
ON PLANS
CONTINUOUS 1/4"
ANGLE
EXTEND JOIST SEAT
AS REQUIRED (SEE
ARCHITECTURAL
DRAWINGS)
SLAB THICKNESS
PLUS 1"
..
3/16
..1/8" x 1" FOR K SERIES
1/4" x 2" FOR OTHERS
- EDGE ANGLES AND BENT PLATES SHALL BE FIELD INSTALLED AND
STRING LINE STRAIGHT AND PLUMB FLOOR TO FLOOR. ERECTION
TOLERANCE 1/4 INCH FROM PLAN DIMENSIONS. BUTT WELD EDGE
ANGLES AT ALL LOCATIONS TO FORM A CONTINUOUS MEMBER.
3" MIN
1" 1/4"
- DETAIL APPLIES WHEREVER DECK CHANGES DIRECTION.
DECK COVER
PLATE BY DECK
SUPPLIER
HSS 2 1/2" x 2 1/2" x 1/4"
CONT. WELD TO BEAM
FOR DECK SUPPORT
BEAM SIZE AS NOTED
ON PLAN
..
1/8" x 1" FOR K SERIES
1/4" x 2" FOR OTHERS
W12 x 53
PRECAST FLOOR PLANK
STIFFENER PLATE 3/8"
PLATE 3/8" x 13" x 8" W/
(2) - 3/8" DIA x 4" HWS
CENTERED ON WALL
BOND BEAM W/ (2) - #5 x
CONTINUOUS (LAP 2' - 6")
0' - 8"SEE PLAN FOR WALL
THICKNESS AND
REINFORCING
0' - 8"
SEE PLAN FOR WALL
THICKNESS AND
REINFORCING
STIFFENER PLATE 3/8"
PLATE 3/8" x 13" x 8" W/
(2) - 3/8" DIA x 4" HWS
CENTERED ON WALL
BOND BEAM W/ (2) - #5 x
CONTINUOUS (LAP 2' - 6")
PRECAST ELEMENTS
(BY OTHERS
C9 x 15 TYP
3/16"
3/16"
- WHERE MASONRY CONTINUES UPWARD,
BACKPATCH POCKET SOLID
- SAMPLE CONNECTION FOR BIDDING PURPOSES
ONLY. CONNECTIONS, PLATES, STIFFENERS, AND
SPLICE DESIGN IS RESPONSIBILITY OF THE
CONNECTION DESIGNER. CONSIDER
CONSTRUCTION LOADS AND SEQUENCING. STEEL
SUPPLIER MUST SUBMIT STAMPED
CALCULATIONS FROM PROFESSIONAL ENGINEER
LICENSED BY STATE OF WISCONSIN
W10 x 49
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S5.4
10/04/2023
220025.00
1 1.5" ROOF DECK WELD PATTERN 2 FRAMING AT DECK OPENING (1 1/2" HIGH
DECK OR LESS)3 3" ROOF DECK ATTACHMENT & OPENING
DETAIL 4 FRAMING AT 3" HIGH ROOF DECK OPENINGS 5 JOIST REINFORCING AT CONCENTRATED
LOADS
6 SPRINKLER PIPE PARALLEL TO ROOF
FRAMING 7 HUNG LOADS FROM STEEL JOISTS 8 TYPICAL FRAMING SECTION 9 BEAM TO TUBE CONNECTION
11 DECK BEARING ON PRECAST 12 JOIST BRIDGING AT PRECAST WALL 13 JOIST BEARING ON PRECAST 14 JOIST BEARING ON PRECAST
16 STEEL STUD WALL/BULKHEADS SUPPORTED
AT ROOF DECK 17 TYPICAL SHEAR SPLICE DETAIL
10 ROOF JOIST BEARING ON BEAM
18 JOIST BEARING ON BEAM
19 JOIST TO BEAM 20 STEEL BEAM BEARING ON MASONRY
15 CONNECTION DETAIL
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
__"
CL
6", 54 MIL MIN (50 KSI)
GALVANIZED COLD-FORMED
STUDS @16" o.c. MAX.
DESIGNED BY COLD-FORMED
STEEL SUPPLIER
L3 x 3 x 3/8 x CONT.
GALVANIZED METAL
ROOF DECK
STEEL JOIST
STEEL BEAM,
SEE PLAN
- SEE ARCHITECTURAL FOR ALL REQUIREMENTS REGARDING INSULATION, WEEP HOLES, VAPOR
BARRIERS ETC. SEAL ALL GAPS AS REQUIRED TO MAINTAIN VAPOR BARRIER
- DESIGN OF LIGHTGAGE, ATTACHMENT, WELDMENT TO LIGHTGAGE ETC IS TO BE BY LIGHTGAGE
CONTRACTOR SUBMIT STAMPED CALCULATIONS.
- ANGLES SUPPORTING STUDS SHALL BE STRING LINE STRAIGHT AND PLUMB FLOR TO FLOOR.
ERECTION TOLERANCE 1/4 INCH FROM PLAN DIMENSIONS.
- BUTT WELD ROOF EDGE ANGLES AT ALL LOCATIONS TO FORM A CONTINUOUS MEMBER
1"
GAP
4 1/2"
1/8" 2"
1"
3/16"
COLD-FORMED
CONNECTION W/ VERTICAL
SLIDE CLIP
__"
CL
6", 54 MIL MIN (50 KSI)
GALVANIZED COLD-FORMED
STUDS @16" o.c. MAX.
DESIGNED BY COLD-FORMED
STEEL SUPPLIER
GALVANIZED METAL
ROOF DECK
STEEL BEAM
- SEE ARCHITECTURAL FOR ALL REQUIREMENTS REGARDING INSULATION, WEEP HOLES, VAPOR
BARRIERS ETC. SEAL ALL GAPS AS REQUIRED TO MAINTAIN VAPOR BARRIER
- DESIGN OF LIGHTGAGE, ATTACHMENT, WELDMENT TO LIGHTGAGE ETC IS TO BE BY LIGHTGAGE
CONTRACTOR SUBMIT STAMPED CALCULATIONS.
- ANGLES SUPPORTING STUDS SHALL BE STRING LINE STRAIGHT AND PLUMB FLOR TO FLOOR.
ERECTION TOLERANCE 1/4 INCH FROM PLAN DIMENSIONS.
- BUTT WELD ROOF EDGE ANGLES AT ALL LOCATIONS TO FORM A CONTINUOUS MEMBER
4 1/2"
3/16" 3"@12"o/c
COLD-FORMED CONNECTION
W/ VERTICAL SLIDE CLIP
CONTINUOUS 3/8" BENT
PLATE OR ANGLE TOP &
BOTTOM.
PROVIDE L3 x 3 x 1/4 BRACES
FOR SPACE OR SPACES
BETWEEN JOISTS FROM WHICH
EQUIPMENT IS HUNG.
COORDINATE LOCATION W/
EQUIPMENT SUPPLIER.
DLH JOIST
BACKBOARD FRAMING
ATTACHMENT OF BASKETBALL HOOP SUPPORTS
TO JOIST TO OCCUR AT JOIST BOTTOM CHORD
PANEL POINTS OR REINFORCE SIMILAR TO
SECTION
3 SIDES
TC-U4 TOP &
BOTTOM.
FLANGE TYP.
SEE PLANS FOR
COLUMN SIZE
(GIRDER IN OTHER DIRECTION NOT SHOWN)
- STIFFENER PLATES SHALL BE SAME GRADE OF MATERIAL AS COLUMN.
- DETAIL APPLIES WHERE INDICATED BY ON PLAN
ALL/WELDED DOUBLE
ANGLE CONNECTION w/
ERECTION ANGLE BOLTS
4 PLATES: THICKNESS & WIDTH
EQUAL TO SMALLER BEAM FLANGE
WHERE RIGID FRAMES INTERSECT,
LOCATE PLATES PER RIGID FRAME
INTO COLUMN WEB DETAIL
SEE PLANS FOR
BEAM SIZE
TC-U4
TYPICAL ALL
AROUND
- CONNECTION DESIGN BY FABRICATOR. SEE PLAN FOR LOADS AND SPEC 05 10 00
FOR ADDITIONAL REQUIREMENTS. SHEAR CONNECTIONS WITH SNUG TIGHT BOLTS MY
BE USED INSTEAD OF WELDS
..
DOUBLER PLATE
WHEN SPECIFIED
SECTION4A
CONNECTION TO CHANNEL
BY SUPPLIER
L2 X 2 x 3/16 DIAGONALS
WELDED TO JOISTS & CHANNEL
C4 x 5.4 SPANNING
BETWEEN JOISTS
TOILET PARTITION HANGER
& CONNECTION TO CHANNEL
BY SUPPLIER
REINFORCE JOISTS AT
CHANNEL BEARING
PER X/SX.XX
5' - 9" MAX
9
S5.5
L3 x 3 x 3/16 x CONT.,
HORIZONTAL
L3 x 3 x 3/16 DIAGONAL TO
PARTITION STALL DOORS AT
EACH HANGER
HSS 4 x 4 x 3/16 w/ 1/4" CAP
PLATTE EACH END PROVIDE
FOR SUPPORT OF KICKERS IN
BOTH DIRECTIONS
ROOF DECK
ROOF JOISTS
L3 x 3 x 3/16 VERTICALS.
LOCATE WITHIN 6" FROM
PARTITION HANGER
CENTERLINE
L3 x 3 X 3/16 KICKER
CEILING BY OTHERS
SEE ARCH
TYPICAL AT
ALL ANGLES
PARTITION HANGER &
CONNECTION TO
ANGLE IS BY SUPPLIER
1
1
3/16" 1"
- ADD PANEL POINT REINFORCEMENT AT JOISTS PER X/SX.X
ROOF JOISTS
1/4" STIFFENERS
W10 x 12
HANGER RODS BY
PARTITION SUPPLIER
ROOF DECK
L3 x 3 x 3/16 DIAGONALS
WELDED TO JOISTS &
BEAM
(2) HSS2 x 4 x 3/16"
@ EACH BEAM
(2) HSS2 x 4 x 3/16"
@ EACH BEAM
W10 x 15 @10' - 0" o/c
MATCH ELEVATION
WF W/ 1/4" STIFFENERS AT
BRACES. PROVIDE HOLES
AS REQUIRED FOR
FOLDING PARTITION
SUPPORT
L3 x 3 1/4 BRACE AT ; 1/3
POINTS -- SEE PLAN
LOCATE AT JOIST
PANEL POINT
- SIMILAR WHERE BEAM IS PARALLEL TO JOISTS
PROVIDE DIAGONAL ANGLE
BRACES IN PLANE OF BEAM
AS REQUIRED FOR
LONGITUDINAL STABILITY (2
MIN.)
ELEVATION SEE
ARCHITECTURAL
PLAN
..
3/16"TYP
10"
4"
3/8" x 6" x 6" INSERT PLATES
@ 4' - 0" o/c AT TOP &
BOTTOM (BY PRECASTER)
GROUT PLANK
END CORE SOLID
L3 x 2 x 3/8 (LLH) x
CONTINUOUS
HSS12 x 3 x 3/16 FOR RAIL
ATTACHMENT
RAILING
1/4" BENT PLATE
4"
3/16 3 @ 12
3/16
3/16
3/16 3 @ 12
TYP
10" PLANK + 3"
TOPPING
(2) - #5 x CONT.,
LAP 2' - 2", AROUND
PERIMETER
SEE ARCH
T/STEEL =
SEE PLAN
C6 x 13 @ 5' - 0" o/c MAX
SEATED IN DECK FLUTES.
SPANNING BETWEEN
SUPPORTS. REINFORCE
JOIST PER 3/S5.4
HSS6 x 3 x 1/4 x CONT
54 MIL MIN (50 KSI) GALVANIZED
COLD-FORMED STUDS BY COLD
FORMED STEEL SUPPLIER
16" o/c MAX
3/16"
EACH
JOIST
CONTINUOUS 5/16" BENT
PLATE W/ 3" VERT LEG
0' - 5"
T/STUD =
SEE ARCH
T/STEEL =
SEE PLAN
SEE ARCH
T/STEEL =
SEE PLAN
C6 x 13 @ 5' - 0" o/c MAX
SEATED IN DECK FLUTES.
SPANNING BETWEEN
SUPPORTS. REINFORCE
JOIST PER 5/S5.4
HSS6 x 3 x 1/4 x CONT
54 MIL MIN (50 KSI) GALVANIZED
COLD-FORMED STUDS BY COLD
FORMED STEEL SUPPLIER
16" o/c MAX
3/16"
EACH
JOIST
CONTINUOUS 5/16" BENT
PLATE W/ 3" VERT LEG
0' - 5"
T/STEEL =
SEE PLAN
__"
XXX LBS
CL
GALVANIZED BENT PLATE 3/8" x 6" V x
CONTINUOUS. STOP HORIZONTAL LEG
1/2" BACK FROM BRICK FACE.
CONTRACTOR TO COORDINATE WITH
ARCHITECTURAL. ANGLE TO BE
DISCONTINUOUS AT CONTROL JOINTS.
DESIGNED BY
COLD-FORMED
STEEL SUPPLIER.
6", 54 MIL MIN (50 KSI)
GALVANIZED COLD-FORMED
STUDS @16" o.c. MAX.
DESIGNED BY COLD-FORMED
STEEL SUPPLIER
L3 x 3 x 3/8 x CONT.
AT EACH STUD
DESIGNED BY
COLD-FORMED
STEEL SUPPLIER.
JOIST PANEL
POINT
XXX LBS
REACTION
FROM BRACE
TO JOIST
STEEL JOIST, WIDE
FLANGE BEAM AT "SIM"
L3 x 3 x 1/4
AT EACH JOIST
COLD-FORMED CLIP AT
EACH STUD DESIGNED BY
COLD-FORMED SUPPLIER
STIFFENER CHANNEL AT
EACH STUD AT
PUNCHOUTS
- SEE ARCHITECTURAL FOR ALL REQUIREMENTS REGARDING INSULATION, WEEP HOLES, VAPOR
BARRIERS ETC. SEAL ALL GAPS AS REQUIRED TO MAINTAIN VAPOR BARRIER
- DESIGN OF LIGHTGAGE, ATTACHMENT, WELDMENT TO LIGHTGAGE ETC IS TO BE BY LIGHTGAGE
CONTRACTOR SUBMIT STAMPED CALCULATIONS.
- ANGLES SUPPORTING STUDS SHALL BE STRING LINE STRAIGHT AND PLUMB FLOR TO FLOOR.
ERECTION TOLERANCE 1/4 INCH FROM PLAN DIMENSIONS.
- BUTT WELD ROOF EDGE ANGLES AT ALL LOCATIONS TO FORM A CONTINUOUS MEMBER
1"
GAP
4 1/2"
1/8" 2"
1"
3/16"
t FULL
3/16"
3/16"
__"
CL
GALVANIZED BENT PLATE 3/8" x 6" V x
CONTINUOUS. STOP HORIZONTAL LEG
1/2" BACK FROM BRICK FACE.
CONTRACTOR TO COORDINATE WITH
ARCHITECTURAL. ANGLE TO BE
DISCONTINUOUS AT CONTROL JOINTS.
DESIGNED BY
COLD-FORMED
STEEL SUPPLIER.
6", 54 MIL MIN (50 KSI)
GALVANIZED COLD-FORMED
STUDS @16" o.c. MAX.
DESIGNED BY COLD-FORMED
STEEL SUPPLIER
CONTINUOUS 3/8" BENT
PLATE OR ANGLE
AT EACH STUD
DESIGNED BY
COLD-FORMED
STEEL SUPPLIER.
- SEE ARCHITECTURAL FOR ALL REQUIREMENTS REGARDING INSULATION, WEEP HOLES, VAPOR
BARRIERS ETC. SEAL ALL GAPS AS REQUIRED TO MAINTAIN VAPOR BARRIER
- DESIGN OF LIGHTGAGE, ATTACHMENT, WELDMENT TO LIGHTGAGE ETC IS TO BE BY LIGHTGAGE
CONTRACTOR SUBMIT STAMPED CALCULATIONS.
- ANGLES SUPPORTING STUDS SHALL BE STRING LINE STRAIGHT AND PLUMB FLOR TO FLOOR.
ERECTION TOLERANCE 1/4 INCH FROM PLAN DIMENSIONS.
- BUTT WELD ROOF EDGE ANGLES AT ALL LOCATIONS TO FORM A CONTINUOUS MEMBER
4 1/2"
3/16" 3"@12"o/c
t FULL
XXX LBS
XXX LBS
REACTION
FROM
BRACE TO
JOIST
L3 x 3 x 1/4 @
4' - 0" o.c.
MAX
COLD-FORMED CLIP AT
EACH STUD DESIGNED BY
COLD-FORMED SUPPLIER
STIFFENER CHANNEL AT
EACH STUD AT PUNCHOUTS
3/16"
3/16"
STEEL COLUMN, SEE PLAN
PRECAST WALL PANEL
(2) 3/4" DIA A325 SLIP CRITICAL
BOLTS SPACED 9" APART
PLATE 3/8" x 3" x 1/2" x
1' - 0" FIELD WELDED
TO PRECAST EMBED
PLATE
REMOVE FLOOR DECK AS
REQUIRED @ COLUMNS.
PROVIDE L3 x 3 x 1/4 FIELD
WELDED TO COLUMN FOR
DECK SUPPORT
3/8" PARTIAL DEPTH
STIFFENER EACH SIDE
5/16"3 SIDES
1/2" STIFFENER PLATE
EACH SIDE TOP &
BOTTOM
PLATE 3/8" x 3" x 1/2" x
1' - 0" SHOP WELD TO
STEEL FRAME
1/4TYP
1/4CJP
CL
1' - 4"
SEE PLAN
STIFFENER PLATE
RAILING, SEE
ARCHITECTURAL
1/4 x 3 x 4 1/2 x CONT (LLV)
BENT PLATE W/ 1/2" DIA
H.S.A. @ 2' - 0" o/c
3" CONCRETE OVER 1 1/2" 20 GA
GALVANIZED METAL DECK
SHEAR TAB
CONNECTION
BEAM, SEE
PLAN
1/4 3"@12"
- SEE ARCHITECTURAL PLANS FOR PARTITION LOCATIONS
T/SLAB
SEE PLAN
SEE PLAN FOR
BEAM SIZE
HSS4 x 4 x 3/16
PARTITIONS &
CONNECTION TO
TUBE BY SUPPLIER
TYP
SEE PLAN
MAX TUBE SIZE = 10'-0"
LC LC
..
3/16
BOTTOM OF STEEL DECK
FIRESAFING OR INSULATION
AS REQUIRED BY ARCHITECT.
PROVIDE SEALANT AT
EXTERIOR WALLS AND FOR
WALLS EXPOSED TO VIEW
- ANGLE AND SCREWS SUPPLIED BY ROOF STEEL SUPPLIER.
- ENTIRE CONNCECTION DESIGN BY PRECASTER. FIREPROOF AND
PROVIDE FIRESAFING AS REQUIRED FOR FIRE RATING
L6" x 4" x 1/4" x 8" EACH SIDE @
4' - 0" o/c w/ #10 x 16 SELF
TAPPING SCREW, 5" GAGE, 1 1/4"
MIN. EMBEDMENT (4) TOTAL
0' - 1"1" GAP MIN1 1/2" MAXW24 x 55
W24 x 104
W12 x 45
118' -6"
W24 x 55
HSS6 x 6 x 5/16
W24 x 55
HSS6 x 6 x 5/16
W8 x 10
W24 x 55
HSS5 x 5 x 1/4
BEYOND
W24 x 55
HSS4 x 4 x 1/4
W12 x 72
110' -2"
- PROVIDE SAME WELDMENT & BEARING AS JOISTS2 1/2"4" MINVARIES
L 2 x 2 x 1/4
C5 x 6.7
BEARING FACE
1/2" CLEAR TO
..
3/16
3"3 1/2"2 1/2"Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S5.5
10/04/2023
220025.00
3 EXTERIOR WALL SECTION (STUDS BEAR AT
FOUNDATION)4 EXTERIOR WALL SECTION (STUDS BEAR AT
FOUNDATION)
5 BACKBOARD SUPPORT AT GYM 6 TYPICAL DETAIL AT RIGID FRAMES 7 TOILET PARTITION SUPPORT AT JOISTS 8 SECTION AT TOILET PARTITION
13 FOLDING PARTITION SECTION - PARALLEL12NOT USED 14 RAILING ATTACHMENT
15 SECTION 16 SECTION
1 EXTERIOR WALL SECTION AT WINDOW
(STUDS HUNG FROM ROOF)2 EXTERIOR WALL SECTION AT WINDOW
(STUDS HUNG FROM ROOF)
17 SECTION AT FLOOR 18 SECTION AT FLOOR
9 TOILET PARTITION SUPPORT AT BEAMS
11 PRECAST WALL ATTACHMENT DETAIL
19 CANOPY DETAIL
3" = 1'-0"10 JOIST SUBSTITUTE JS-1
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
GENERAL:
THE FOLLOWING NOTES SHALL APPLY TO ALL CONTRACTORS, SUBCONTRACTORS,
AND SUPPLIERS ENGAGED IN EXECUTION OF THE WORK SHOWN ON THESE
PLANS.
ALL CONSTRUCTION SHALL BE EXECUTED IN CONFORMANCE WITH THE FOLLOWING:
CONTRACTOR TO CROSS CHECK AND COORDINATE WITH CIVIL, ARCHITECTURAL,
HVAC, PLUMBING, FIRE PROTECTION, AND ELECTRICAL PLANS INCLUDING OTHER
BID PACKAGES, FOR OTHER DETAILS, DIMENSIONS, ELEVATIONS, OPENINGS,
INSERTS, BRICK LEDGES, ETC. ARCHITECT OR ENGINEER TO BE NOTIFIED OF
ANY VARIANCE BEFORE CONTRACTOR BEGINS WORK OR SHOP DRAWINGS.
RESOLVE APPARENT DEFICIENCIES, CONTRADICTIONS, INCONSISTENCIES AND
AMBIGUITIES IN CONTRACT DOCUMENTS WITH ARCHITECT/ENGINEER DURING THE
BID PERIOD. IF ANY SUCH CONDITION CANNOT BE RESOLVED DURING THE BID
PERIOD, SUBMIT BID USING THE INTERPRETATION RESULTING IN THE GREATEST
COST AND RESOLVE SUCH ITEMS PRIOR TO BEGINNING THE WORK.
DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS SUPERSEDE DIMENSIONS
SHOWN ON STRUCTURAL PLANS. THE USE OF A SCALE TO OBTAIN
DIMENSIONS NOT SHOWN ON DRAWINGS IS NOT PERMITTED.
IN NO CASE SHALL STRUCTURAL REPAIRS, CORRECTIONS, ALTERATIONS OR
WORK AFFECTING A STRUCTURAL MEMBER BE MADE, UNLESS APPROVED BY
ENGINEER. SUBMIT DETAILS AND CALCULATIONS PREPARED BY A
PROFESSIONAL ENGINEER AND EMPLOYED BY CONTRACTOR. A/E DESIGN
AND/OR REVIEW IS CONTRACTOR'S EXPENSE.
THE STRUCTURE SHOWN IN THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN
THE COMPLETED FORM. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES
BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING,
SHORING, GUYS OR TIE-DOWNS AS MAY BE NECESSARY. ALL CONSTRUCTION
AND ERECTION TO CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS.
WHERE TEMPORARY BRACING, GUYS OR TIE-DOWNS ARE ANCHORED TO
STRUCTURE E.G. SLAB-ON-GRADE, CONTRACTOR SHALL HIRE A BRACING
DESIGNER/ENGINEER TO VERIFY, THROUGH CALCULATION, STRUCTURAL
ADEQUACY FOR APPLIED LOADS, AND SHALL PROVIDE NECESSARY DESIGN AND
DETAILS IF FOUND DEFICIENT.
WHERE DETAILS ARE CALLED FOR IN A CERTAIN PORTION OF THE BUILDING,
THEY SHALL APPLY IN SIMILAR PORTIONS OF THE BUILDING UNLESS SHOWN
OTHERWISE.
PRIOR TO CONSTRUCTION AND SHOP DRAWINGS, CONTRACTOR SHALL SURVEY
AND VERIFY EXISTING BUILDING DIMENSIONS, ELEVATIONS, ORIENTATION AND
CONDITIONS AND REPORT ANY NON-CONFORMANCE WITH DESIGN DRAWINGS.
ACTUAL SURVEY LOCATION OF EXISTING CONSTRUCTION SHALL BE COORDINATED
WITH CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES
BEFORE PROCEEDING.
PROVIDE A COMPLETE SET OF CONTRACT DRAWINGS, SPECIFICATIONS, AND
ADDENDA TO ALL PARTIES RESPONSIBLE FOR COMPONENT DESIGNS, E.G. WOOD
TRUSSES, JOISTS, PRECAST, LIGHT GAGE, ETC. AND/OR PREPARATION OF SHOP
DRAWINGS.
A/E SERVICES RELATED TO SUBSTITUTIONS OR CHANGES PROPOSED BY THE
CONTRACTOR OR TRADE SUBCONTRACTORS ARE THE CONTRACTOR'S EXPENSE.
DO NOT RELY ON ACCEPTANCE IN PREPARING BIDS. THE A/E MAY REJECT
WITHOUT CAUSE.
THE ENGINEER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, DESIGN
CALCULATIONS, ETC. DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING
WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE
ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS TO THE CONTRACT
DOCUMENTS AND OBTAIN ENGINEER'S WRITTEN APPROVAL BEFORE PROCEEDING.
WORK AFFECTED BY OTHERS: FRAMING, BRACING, LOADS, OPENINGS,
PENETRATIONS AND STRUCTURE IN ANY WAY RELATED TO OTHER TRADES
INCLUDING ELEVATORS, HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS (IF
SHOWN) IS FOR BIDDING PURPOSES ONLY. RESPONSIBILITY FOR COORDINATING
THE WORK OF THIS SECTION WITH THESE REQUIREMENTS IS SOLELY THAT OF
THE CONTRACTOR. CONTRACTOR'S REVIEW OF SHOP DRAWINGS WILL BE TAKEN
TO INDICATE THAT THIS COORDINATION HAS BEEN ACCOMPLISHED.
DEMOLITION AND SHORING:
DEMOLITION WORK SHALL BE PERFORMED ACCORDING TO THE SPECIFICATIONS
AND SHALL BE STRICTLY LIMITED TO THE AREAS AND ITEMS CLEARLY DEFINED
ON THE DRAWINGS. ALL DEMOLITION SHALL BE CONDUCTED IN A CLEAN,
WORKMANLIKE MANNER AND SHALL MINIMIZE DISRUPTION TO ADJACENT BUILDING
ITEMS AND FEATURES BEYOND THE CURRENT WORK.
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE START OF WORK AND
SHALL BECOME FAMILIAR WITH THE EXISTING CONDITIONS, LIMITATIONS AND ANY
FEATURES WHICH MAY EFFECT THE PROPOSED DEMOLITION. THE CONTRACTOR
SHALL BEAR THE FULL RESPONSIBILITY FOR THE DESIGN AND INSTALLATION OF
ALL TEMPORARY SHORING TO BE USED.
DIMENSIONS ON THE DRAWINGS ARE TO BE FIELD VERIFIED PRIOR TO THE
START OF THE WORK. CONTACT THE ARCHITECT IMMEDIATELY IF SIGNIFICANT
DEVIATIONS ARE ENCOUNTERED. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COORDINATION OF THE WORK BY ALL TRADES.
ALL CONCRETE TO BE REMOVED SHALL BE SAW-CUT A MINIMUM OF 1" DEEP
PRIOR TO FINAL BREAK-OUT. PROVIDE A CLEAN, GRADUAL TRANSITION
BETWEEN WORK WHICH IS TO REMAIN AND WORK TO BE REMOVED.
WHERE CONFLICTS EXIST BETWEEN THE SPECIFICATIONS, GEOTECHNICAL
REPORT AND THESE NOTES, THE MORE STRINGENT SHALL APPLY UNLESS
OTHERWISE CLARIFIED IN WRITING BY STRUCTURAL ENGINEER.
ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE
COMPLETED STRUCTURE IS PROVIDED EXCLUSIVELY BY REINFORCED PRECAST
CONCRETE SHEAR WALLS AND MOMENT FRAMES WITH WELDED BEAM TO COLUMN
CONNECTIONS FRAMED IN EACH ORTHOGONAL DIRECTION. THESE WALLS PROVIDE
THE LATERAL SHEAR RESISTANCE IN EACH ORTHOGONAL DIRECTION. THE ROOF
DECK, COMPOSITE METAL DECK AND CONCRETE FLOORS SERVE AS HORIZONTAL
DIAPHRAGMS THAT DISTRIBUTE THE LATERAL WIND AND SEISMIC FORCES
HORIZONTALLY TO THE SHEAR WALLS. THE SHEAR WALLS CARRY THE APPLIED
LATERAL LOADS TO THE BUILDING FOUNDATION.
- DRAWINGS AND SPECIFICATIONS
- ALL LOCAL BUILDING AND SAFETY CODES
- STATE OF WISCONSIN BUILDING CODE AND IBC 2015
- ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
- ACI 520-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
- AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDING, 14TH/ EDITION
- ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
- WHEREVER CONFLICTS EXIST, THE MORE STRINGENT OR
COSTLY SHALL APPLY.
- AISI S100-12 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-
FORMED STEEL STRUCTURAL MEMBERS
ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE
EXISTING ELEMENTS WHICH ARE TO BE IN THE FINISHED BUILDING.
ALL ELEMENTS OF THE STRUCTURE WHICH ARE TO REMAIN AND WHICH ARE
DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST.
EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO
REDUCE SUCH DAMAGE TO A MINIMUM.
REINFORCED CONCRETE:
ALL CONCRETE WORK TO CONFORM TO ACI 318 AND ACI 301. REINFORCING,
DETAILING, FABRICATION, AND ERECTION TO CONFORM TO ACI 315, MANUAL
OF STANDARD PRACTICE. (LATEST EDITION)
CONCRETE CONTRACTOR TO PROVIDE AND COORDINATE WITH ALL OTHER
TRADES FOR SIZE AND LOCATIONS OF ALL OPENINGS, SLEEVES, ETC.
OCCURRING IN WALLS, FOOTINGS AND FLOORS. NO PIPES OR DUCTS SHALL
BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED OR
APPROVED BY STRUCTURAL ENGINEER. ALL OPENINGS THROUGH CONCRETE
WALLS AND SLABS SHALL HAVE 2 - #5 BARS PLACED ALONG FACES AND
EXTENDING 2'-0'' BEYOND CORNERS UNLESS OTHERWISE NOTED. PROVIDE 1 -
#5 x 4'-0'' DIAGONAL BAR AT EACH CORNER PLACED IN EACH FACE OF
WALL OR SLAB.
NO PLUMBING OR MECHANICAL OPENINGS, SLEEVES, ETC. ARE ALLOWED THRU
CONCRETE BEAMS OR FOOTINGS UNLESS SHOWN ON CONCRETE SHOP
DRAWINGS AND APPROVED BY ENGINEER.
PROVIDE ADDITIONAL BENT CORNER BARS OF SAME SIZE AND SPACING AS
HORIZONTAL BARS AT ALL CORNERS AND WALL INTERSECTIONS.
SLABS ON GRADE SHALL HAVE WWF 6x6 - W1.4xW1.4 REINFORCING MESH
UNLESS OTHERWISE NOTED. ALL MESH TO BE LAPPED A MINIMUM OF 12''.
REINFORCE WITH TWO (2) - #5, 3'-0'' LONG AT ALL RE-ENTRANT (INSIDE)
CORNERS.
PROVIDE 3/8'' APPROVED EXPANSION JOINT MATERIAL WHERE SLABS ON GRADE
ABUT WALLS, COLUMNS, AND OTHER VERTICAL SURFACES UNLESS OTHERWISE
INDICATED ON PLANS. PROVIDE ISOLATION JOINTS AROUND EQUIPMENT PADS,
DRAINS, MANHOLES, SUMPS OR OTHER POINTS OF RESTRAINT.
MAXIMUM LENGTH OF CONCRETE WALL POUR IS 60 FEET, WITH NO LENGTH
LIMIT FOR NON-EXPOSED, NON-BASEMENT FROST WALLS. PROVIDE
CONSTRUCTION JOINT KEY WITH 1/2 OF HORIZONTAL WALL REINFORCEMENT
CONTINUOUS THRU JOINT. WATERSTOPS SHALL BE PROVIDED FOR
RETAINING WALLS AND BASEMENT WALLS EXPOSED TO EARTH OR WEATHER.
DO NOT LOCATE JOINTS WITHIN 5 FEET OF A CORNER OR PIER.
CENTER PIERS AND COLUMN FOOTINGS ON COLUMN CENTERLINES, AND CENTER
WALL FOOTINGS ON WALL CENTERLINES, UNLESS NOTED OTHERWISE.
TEMPORARY BRACING MUST BE PROVIDED FOR ALL VERTICAL DOWELS IN
RETAINING WALLS IN ORDER TO INSURE PROPER POSITION (PLUMB) AND
LOCATION.
PROVIDE POCKETS IN CONCRETE WALLS FOR STEEL BEAMS AND COLUMN BASE
PLATES WHERE REQUIRED. BACK PATCH WITH CONCRETE.
WHERE CONCRETE BACKS UP BRICK, CAST DOVETAIL SLOTS AT 2' - 0''
MAXIMUM. PROVIDE DOVETAIL ANCHORS TO BRICK AT 16'' ON CENTER.
COORDINATE PRECAST ATTACHMENT REQUIREMENTS WITH PRECASTER.
REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL
DRAWINGS FOR LOCATION AND DIMENSIONS OF CURBS, CHASES, INSERTS,
OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, NOTCHES, BLOCKOUTS,
REGLETS, FINISHES, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS
NOT SHOWN ON STRUCTURAL DRAWINGS. VERIFY ALL REQUIREMENTS WITH
PERTINENT CONTRACTORS. CAST-IN ANCHORS AND PLATES SHALL NOT
DISPLACE REINFORCING FROM SPECIFIED LOCATION OR REDUCE MINIMUM
COVER. CONTRACTOR SHALL HIRE A SURVEYOR TO ACCURATELY LOCATE
CAST-IN WELD PLATES. CONTRACTOR IS RESPONSIBLE FOR ENGINEERING
COSTS ASSOCIATED WITH MISLOCATED EMBED PLATES.
CONCRETE CURBS AND PADS 1'-0'' OR NARROWER SHALL BE REINFORCED
WITH 1 - #5 CONTINUOUS IN CENTER UNLESS SHOWN OTHERWISE.
NO CONDUITS, PIPES OR DUCTS SHALL BE PLACED IN CONCRETE JOIST,
SLABS, COLUMNS OR PARALLEL AND WITHIN CONCRETE BEAMS, NOR IN SLABS
ON METAL DECK
SLEEVES, CONDUITS, AND PIPES EMBEDDED IN OR PASSING THROUGH SLABS
AND WALLS SHALL BE LOCATED AND PLACED SO THAT:
MAXIMUM SLAB ON GRADE SPACING BETWEEN CONTROL OR CONSTRUCTION
JOINTS SHALL BE AS FOLLOWS: 10FT FOR 4'' SLABS, 12.5FT FOR 5'' SLABS,
15FT FOR 6'' SLABS OR GREATER. DO NOT PROVIDE CONTROL JOINTS IN
SLABS ON METAL DECK, OR PRECAST COMPOSITE TOPPING, U.N.O.
SPLICES IN CONTINUOUS REINFORCING: ALL BARS TO BE CLASS ''B'' LAP
SPLICES PER LATEST ACI 318 UNLESS OTHERWISE NOTED. DIMENSION
LENGTHS OF ALL LAP SPLICES ON SHOP DRAWING PLANS AND ELEVATIONS.
COLUMN TIE SPLICES SHALL BE SUCCESSIVELY STAGGERED 90 DEGREES OR
180 DEGREES.
CONCRETE COVER FOR REINFORCEMENT TO CONFORM TO SECTION 7.7 OF
LATEST ACI 318 UNLESS NOTED OTHERWISE ON PLANS:
DO NOT BACKFILL AGAINST WALLS UNTIL WALLS ARE TIED INTO FLOORS ABOVE.
1. THEY ARE NOT CLOSER THAN THREE DIA. OR 6'' MINIMUM ON CENTER,
WITH NO MORE THAN THREE CONDUITS PER SIX-FOOT WIDTH OF SLAB.
2.THE CONCRETE COVER IS NOT LESS THAN 1-1/2 INCHES.
3.THEY RUN BETWEEN REINFORCING AND DO NOT DISPLACE IT IN ANY
MANNER.
4. THEY ARE LOCATED AT MID THICKNESS OF THE SLAB OR WALL.
5.THEY SHALL NOT BE LARGER IN OUTSIDE DIAMETER AT ITS WIDEST POINT
(OR FITTING) THAN 2 INCHES OR 1/4 THE THICKNESS OF THE SLAB OR
WALL, WHICHEVER IS LESS. THIS RESTRICTION APPLIES TO THE TOTAL
HEIGHT AT CONDUIT INTERSECTIONS/CROSSOVERS.
NON-CORROSIVE ENVIRONMENTS
- BEAMS, GIRDERS, COLUMNS (TO TIES AND STIRRUP)
- SLABS:
- FOOTINGS:
TOP
BOTTOM
TOP
BOTTOM AND SIDES
1 1/2''
1''
1''
2''
3''
THE NUMBER OF BARS REQUIRED BY NOTES AND SCHEDULES CONTROLS
OVER THE NUMBER OF BARS SHOWN ON DETAILS.
COORDINATE ELEVATOR PIT SIZE AND DEPTH PRIOR TO SHOP DRAWING
SUBMITTAL.
CONTRACTOR SHALL INCLUDE IN PROPOSAL COST TO FURNISH, DELIVER,
FABRICATE, AND INSTALL 1000 LBS OF REBAR, IN ADDITION TO THAT INDICATED
OR SPECIFIED, TO BE USED AS DIRECTED BY THE ARCHITECT. THE UNUSED
MATERIAL SHALL BE CREDITED TO THE PROJECT AT THE CONTRACT UNIT PRICE.
COORDINATE WITH ELECTRICAL CONTRACTOR FOR BUILDING GROUNDING
REQUIREMENTS CONFORMING TO NEC 250.52.3 " CONCRETE ENCASED
ELECTRODES".
PRECAST CONCRETE:
MARK STRAND LOCATIONS ON TOP OF PLANK WITH PAINT WHERE HVAC,
PLUMBING, AND ELECTRICAL TRADES CORE THE PLANK FOR THEIR WORK.
PROVIDE HEADERS AS REQUIRED AT OPENINGS, NOTCHES AT COLUMNS, ETC.
COORDINATE SIZES AND LOCATIONS WITH HVAC, PLUMBING, ELECTRICAL AND
SPECIALTY CONTRACTORS.
DESIGN PLANK TO CARRY STAIR STRINGER LOADS.
PROVIDE #4 DOWELS BETWEEN MASONRY WALLS AND P.C. PLANK FOR BOTH
PLANK BEARING AND SIDE LAP CONDITIONS.
PRECASTER SHALL DESIGN TEES, PLANK, BEAMS, COLUMNS, AND SHEAR WALLS
TO RESIST VERTICAL AND LATERAL FORCES SPECIFIED ON THE DRAWINGS AND
IN APPLICABLE CODES. PRECASTER SHALL DESIGN ALL CONNECTIONS BETWEEN
PRECAST ELEMENTS AS WELL AS PRECAST BEARING AND CONNECTION DETAILS
TO POURED CONCRETE AND STEEL.
FINISH CONCRETE TOPPING ON PRECAST TO A LEVEL SURFACE WITH A MINIMUM
THICKNESS AT PLANK BEARING AS CALLED FOR ON PLANS.
PRECASTER SHALL DESIGN ALL PRECAST COMPONENTS AND CONNECTIONS FOR
THE FIRE RESISTIVE REQUIREMENTS OF THE BUILDING. COORDINATE WITH
ARCHITECT AND CONFORM TO ALL APPLICABLE CODE REQUIREMENTS AND UL
ASSEMBLIES.
PRECASTER SHALL DESIGN, FURNISH, AND ERECT ALL PRECAST ARCHITECTURAL
AND STRUCTURAL CONCRETE MEMBERS AND CONNECTIONS AS SHOWN ON
DRAWINGS AND IN CONFORMANCE WITH SPECIFIED CODES. PRECASTER SHALL
BE THE ENGINEER OF RECORD FOR THE PRECAST INCLUDING DIAPHRAM
DESIGN. PRECASTER SHALL VERIFY ALL LOADS, CRITERIA, ETC. PROVIDED ON
THESE DOCUMENTS. ANY CHANGES TO DESIGN INTENT MUST BE APPROVED BY
ARCHITECT/ENGINEER.
REINFORCE THE CONCRETE TOPPING ON PRECAST PLANK WITH FLAT SHEETS OF
WWF 6 x 6 W1.4 X W1.4.
PRECASTER SHALL SUPPLY TO APPROPRIATE CONCRETE OR STEEL CONTRACTOR
ALL ANCHOR BOLTS, CLIP ANGLES, WELD PLATES, INSERTS, AND BEARING
PLATES NOT CAST INTO PRECAST UNITS, BUT REQUIRED FOR ERECTION BY
PRECASTER.
CONCRETE TOPPING SHALL BE CONSIDERED AS COMPOSITE UNLESS NOTED
OTHERWISE. LIMIT PRECAST PLANK CAMBER TO 1 INCH FOR 2 INCH THICK
TOPPING, 1 1/2'' INCHES FOR 3 INCH THICK TOPPING. USE STANDARD
WEIGHT PLANK AS REQUIRED INSTEAD OF ULTRALIGHT. CONSIDER LOSS OF
SPECIFIED TOPPING THICKNESS DUE TO CAMBER IN DESIGN.
NO CONDUITS OR PIPES SHALL BE PLACED IN CONCRETE TOPPING.
MASONRY:
USE ONLY U-SHAPED LINTEL BLOCK FOR MASONRY LINTELS. CENTERLINE OF
REINFORCING TO BE LOCATED 3'' MAX FROM BOTTOM OF LINTEL BLOCK.
BOND BEAM LINTELS SHALL BEAR A MINIMUM OF 8'' AT EACH END. THE FIRST
COURSE OF MASONRY ABOVE THE LINTEL SHALL BE LAID WITH FULL MORTAR
BEDDING. AT BEARING WALLS, GROUT END CELL SOLID TO FLOOR BELOW. SEE
ARCHITECTURAL AND STRUCTURAL PLANS FOR SPECIAL BOND BEAM AND LINTEL
CONDITIONS. SHORE LINTELS AND DOOR FRAMES UNTIL MORTAR AND GROUT
ACHIEVE REQUIRED STRENGTH. DO NOT PLACE CONTROL OR EXPANSION
JOINTS AT LINTEL BEARING POINTS OR ANYWHERE WITHIN THE LINTEL.
FOR STEEL BEAMS OR LINTELS BEARING PARALLEL TO MASONRY WALL, GROUT
EACH CELL UNDER BEAM BEARING TO FOUNDATION AND PROVIDE 1 - #5 BAR
IN THE END CELL, UNLESS NOTED OTHERWISE. PROVIDE 16'' BEARING AT
EACH END FOR SPANS GREATER THAN 10'-0'', 8'' BEARING FOR SPANS LESS
THAN 10'-0''.
FOR STEEL BEAMS BEARING PERPENDICULAR TO MASONRY WALL, GROUT AN
AREA 4 CELLS WIDE, 4 COURSES DEEP, UNLESS NOTED OTHERWISE.
DO NOT BACKFILL AGAINST WALLS UNTIL WALLS ARE TIED INTO FLOORS ABOVE.
CONSTRUCTION SHALL BE RUNNING BOND U.N.O.
MASONRY SHALL CONFORM TO NCMA SPECIFICATIONS FOR THE DESIGN AND
CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY, MSJC TMS 402/ACI
530 AND TMS 602/ACI 530.1. ALL WORK SHALL CONFORM TO THE
REQUIREMENTS OF THE APPLICABLE CODES AND THE IBC CODE. PILASTER
LOCATIONS, BOND BEAMS, EXPANSION JOINTS, ETC. ARE TO FOLLOW THESE
GUIDELINES, UNLESS NOTED OTHERWISE ON DRAWINGS. CONFORM TO MSJC
CODE FOR COLD WEATHER CONSTRUCTION PROTECTION REQUIREMENTS.
BOND BEAMS, WALLS, PILASTERS, AND LINTELS SHALL BE FILLED WITH
CONCRETE GROUT HAVING F'c = 3000 PSI UNLESS NOTED OTHERWISE. COARSE
AGGREGATE SHALL BE PEA GRAVEL. REINFORCE ALL CONTINUOUS BOND
BEAMS WITH 2 - #5, U.N.O. PROVIDE CORNER BARS TO MATCH. SEE MASONRY
BAR SPLICE SCHEDULE FOR REQUIRED LAPS.
LINTELS: PROVIDE PRECAST OR MASONRY LINTELS OVER ALL MASONRY
OPENINGS LESS THAN 6'-0'' CLEAR UNLESS NOTED OTHERWISE ON PLANS.
MASON CONTRACTOR MAY USE STEEL LINTEL PER LOOSE LINTEL SCHEDULE AS
AN ALTERNATE TO PRECAST OR MASONRY AT HIS EXPENSE. UNLESS SHOWN
OTHERWISE, REINFORCE PRECAST AND MASONRY LINTELS AS FOLLOWS:
WHERE STEEL BEAMS BEAR ON MASONRY WITH BEARING PLATES, DO NOT
MORTAR TIGHT TO UNDERSIDE OF BEAM. AT EXPOSED AREAS, CAULK UNDER
BEAM. SEE STEEL NOTES FOR BASE PLATE REQUIREMENTS.
GROUTING & REINFORCING FOR PIERS ON UPPER FLOORS OF MULTI-STORY
BUILDINGS MUST EXTEND DOWN TO FOOTINGS
PROVIDE POCKETS IN MASONRY WALLS FOR STEEL BEAMS, JOISTS AND COLUMN
BASE PLATES AND BACK PATCH SOLID.
CONCRETE GROUT PLACEMENT IN REINFORCED MASONRY WALLS OR PIERS
SHALL FOLLOW THE PROCEDURES DESCRIBED IN NCMA TEK MANUAL 23A FOR
EITHER LOW-LIFT OR HIGH-LIFT GROUTING. FILLING CORES WITH MORTAR IS
NOT ALLOWED. TIE BARS OR PROVIDE VERTICAL BAR POSITIONERS AT 32'' o.c.
TO MAINTAIN PROPER BAR POSITION DURING GROUT PLACEMENT. CLEANOUTS
SHALL BE PROVIDED IN BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR
WHEN THE POUR HEIGHT EXCEEDS 5 FEET
REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING.
CONTINUE VERTICAL REINFORCING FLOOR TO FLOOR (OR ROOF) AND EXTEND
TO THE TOP OF PARAPET, U.N.O.
ONLY 2-CELL BLOCK IS ALLOWED FOR REINFORCED MASONRY CONSTRUCTION.
VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT
TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3'' x 4''.
GROUTING SHALL BE STOPPED 1 1/2'' BELOW THE TOP OF A COURSE SO AS
TO FORM A KEY AT THE POUR JOINT.
PROVIDE HOT-DIPPED HORIZONTAL JOINT REINFORCEMENT SUCH AS
DUR-O-WALL, 16 INCHES ON CENTER VERTICALLY (8'' ON CENTER FOR
PARAPETS) FOR RUNNING BOND WALLS, AND 8'' AND 10'' STACK BOND WALLS.
FOR 12'' STACK BOND WALLS, STANDARD HORIZONTAL JOINT REINFORCEMENT
AT 8'' ON CENTER, OR EXTRA HEAVY (A = 0.056` MIN) JOINT REINFORCEMENT
AT 16'' ON CENTER.
CLEAR SPAN HEIGHT REINFORCEMENT
UP TO 4' - 0'' 8'' 1 - #5 PER 4'' OF WALL
THICKNESS BOTTOM
4' - 0'' TO 6' - 0'' 16'' 1 - #5 PER 4'' OF WALL
THICKNESS, TOP & BOTTOM
6' - 0'' AND GREATER REFER TO LOOSE STEEL LINTEL SCHEDULE.
THESE NOTES APPLY TO MASONRY SHOWN ON STRUCTURAL AND ARCHITECTURAL
DRAWINGS.
GROUT CELLS SOLID AT: REINFORCING, BOND BEAMS, INSERTS, ANCHORS,
ELEVATOR GUIDE RAILS, AND STAIR CONNECTIONS. MASONRY CONTRACTOR
TO GROUT ENTIRE COURSE(S) SOLID WHERE EXPANSION ANCHORS ARE
SHOWN/CALLED OUT ON DRAWINGS, ALL CELLS BELOW GRADE AND BELOW
SLAB-ON-GRADE.
PROVIDE FULL MORTAR BEDDING (FACE SHELLS AND WEBS) FOR ALL STARTER
COURSES, FOR SOLID UNITS, AT GROUTED MASONRY AND FOR ALL COURSES
OF PIERS AND PILASTERS.
GROUT COMPLETELY SOLID ALL CELLS AT ALL STAIR AND ELEVATOR WALLS.
SEE PLANS FOR ADDITIONAL MASONRY PIERS AND REINFORCING, WALLS AT
STAIRS AND ELEVATORS SHALL BE STANDARD WEIGHT BLOCK.
GROUTING AND REINFORCING: ALL MASONRY, GROUTING, AND REINFORCING
WORK SHALL BE PREFORMED BY MASONRY CRAFTWORKERS WHO HAVE
SUCCESSFULLY COMPLETED THE INTERNATIONAL MASONRY INSTITUTE
(1.800.IMI.0988) TRAINING COURSE FOR GROUTING AND REINFORCING MASONRY
CONSTRUCTION, OR EQUAL. ALTERNATIVELY, INSTALLING CONTRACTOR SHALL
ASSIGN SUPERVISION OF ALL GROUTING AND REINFORCING TO PERSONNEL WHO
HAVE SUCCESSFULLY COMPLETED THE INTERNATIONAL MASONRY INSTITUTE
(1.800.IMI.0988) TRAINING COURSE FOR GROUTING AND REINFORCED MASONRY
CONSTRUCTION, OR EQUAL. THE SUPERVISOR RESPONSIBLE FOR THE
PLACEMENT OF REINFORCED ASSEMBLIES WILL BE PRESENT AT THE TIME OF
EACH GROUT POUR.
HORIZONTAL JOINT REINFORCING SHALL BE TERMINATED AT CONTROL JOINTS.
BOND BEAM REINFORCING SHALL BE CONTINUOUS.
STRUCTURAL STEEL:
FABRICATION AND ERECTION OF STRUCTURAL STEEL MEMBERS SHALL BE
GOVERNED BY AISC CODE OF STANDARD PRACTICE (LATEST EDITION).
STEEL CONTRACTOR TO PUNCH ALL HOLES FOR ARCHITECTURAL DETAILS.
PROVIDE AND MAINTAIN TEMPORARY BRACING OF STEEL UNTIL SECURELY
INCORPORATED INTO CONSTRUCTION SUCH AS SHEAR WALLS, X-BRACING, ETC.
STEEL COLUMNS BUILT IN MASONRY SHALL HAVE ADJUSTABLE MASONRY WALL
ANCHORS AT 2'-0'' ON CENTER VERTICALLY EACH SIDE, LOCATED IN COURSING.
WIDE FLANGE BEAMS 12'' OR DEEPER SHALL HAVE A 1/4'' STIFFENER PLATE
EACH SIDE AT ALL POINTS OF SUPPORT INCLUDING BEARING ENDS ON
CONCRETE OR MASONRY. PROVIDE 5/8'' BEARING PLATES WITH (2) - 3/4''
ANCHOR BOLTS 12'' LONG WITH 3'' HOOKS.
CONTRACTOR SHALL INCLUDE IN PROPOSAL COST TO FURNISH, DETAIL,
FABRICATE, DELIVER, AND ERECT 3000 LBS OF STEEL, IN ADDITION TO THAT
INDICATED OR SPECIFIED TO BE USED AS DIRECTED BY THE ARCHITECT. THE
UNUSED MATERIAL SHALL BE CREDITED TO THE PROJECT AT THE CONTRACT
UNIT PRICE.
PROVIDE CLIP ANGLES AT COLUMNS FOR SUPPORT OF STEEL DECK AND
PRECAST PLANK.
THE THICKNESS OF FIREPROOFING SHALL CONFORM TO THE U.L. FORMULA
LISTED UNDER RESTRAINED BEAM RATINGS IN THE UNDERWRITER'S LABORATORY
"FIRE RESISTANCE DIRECTORY". REFER TO APPLICABLE CODE AND
ARCHITECTURAL DOCUMENTS FOR REQUIRED ASSEMBLY RATINGS.
EDGE ANGLES AND BENT PLATES SHALL BE FIELD INSTALLED AND STRING LINE
STRAIGHT AND PLUMB FLOOR TO FLOOR. ERECTION TOLERANCE 1/4 INCH
FROM PLAN DIMENSIONS. BUTT WELD EDGE ANGLES AT ALL LOCATIONS TO
FORM A CONTINUOUS MEMBER.
STAIRS AND HANDRAILS
ALL STAIRS, LANDINGS, HANDRAILS, AND CONNECTIONS SHALL BE DESIGNED BY
A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE WHERE THE
PROJECT IS LOCATED, AND IN CONFORMANCE TO APPLICABLE CODES AND
NAAMM STANDARDS INCLUDING 510, 521 AND 555. SUBMIT STAMPED
CALCULATIONS AND SHOP DRAWINGS FOR REVIEW.
STAIR STRINGERS, TREADS, AND RISERS SHALL BE DESIGNED TO SUPPORT 100
PSF LIVE LOAD.
INDIVIDUAL STAIR STRINGERS SHALL BE DESIGNED TO SUPPORT A MINIMUM 300
POUND CONCENTRATED LOAD PLACED IN A POSITION THAT WOULD CAUSE
MAXIMUM STRESS.
THE TOP RAILS OF HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF
50 PLF APPLIED IN ANY DIRECTION, OR A 200 POUND CONCENTRATED LOAD
APPLIED IN ANY DIRECTION AT ANY POINT, AND HAVE ATTACHMENT DEVICES AND
SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE
STRUCTURAL ELEMENTS OF THE BUILDING. THESE LOADS NEED NOT BE
ASSUMED TO ACT CONCURRENTLY
FOR ALL COMPONENTS, MAXIMUM LIVE TOTAL DEFLECTION = L/360, EXCEPT
USE L/600 LIVE LOAD DEFLECTION, L/480 TOTAL LOAD DEFLECTION AT
MONUMENTAL, CURVED AND MAIN LOBBY STAIRS, AND SUCH STAIRS SHALL BE
CLASSIFIED AS "ARCHITECTURAL CLASS".
COORDINATE WITH ARCHITECTURAL PLANS FOR FINISHES, MINIMUM SIZES,
DETAILS, AND GENERAL INTENT.
UNLESS NOTED OTHERWISE FRAME AROUND ALL ROOF DECK OPENINGS LARGER
THAN 10'' IN DIAMETER, INCLUDING ROOF DRAINS/SUMPS, WITH 4 - L'S 3 x 3
x 5/16 DOWNTURNED FOR 1 1/2'' DECK OR LESS.
ELEVATORS: ELEVATOR FRAMING AS SHOWN AND SPECIFIED IN THE CONTRACT
DOCUMENTS IS BASED ON PRELIMINARY INFORMATION PROVIDED BY THE
ARCHITECT AND IS SUBJECT TO CHANGE AFTER BIDDING AND AN ELEVATOR
SUPPLIER IS SELECTED. COORDINATION BETWEEN STEEL AND ELEVATOR
SUPPLIERS IS REQUIRED. ANY ADDITIONAL COSTS THAT RESULT FROM CHANGES
TO THE DESIGN DOCUMENTS SHALL BE BORNE BY THE ELEVATOR CONTRACT.
1. PROVIDE W8 x 24 HOIST BEAMS AT EACH ELEVATOR HOISTWAY WHERE
REQUIRED FOR ELEVATOR INSTALLATION. SUBMIT SHOP DRAWING TO
ENGINEER SHOWING PROPOSED LOCATION & METHOD OF ATTACHMENT
FOR REVIEW. REMOVE HOIST BEAM WHERE REQUIRED FOR CLEARANCE,
FIRE RATING, ETC., AND BACKPATCH. MAXIMUM LOAD 6000 LBS, MAXIMUM
SPAN 12 FEET
a. HOIST BEAMS SHALL SPAN SIDE-TO-SIDE OF ELEVATOR, NOT
FRONT-TO-BACK. FRAME INTO SEPARATOR BEAMS AT MULTIPLE
ELEVATORS.
2. COORDINATE REQUIRED WIDTH AND SPACING OF SEPARATOR BEAMS WITH
ELEVATOR SUPPLIER.
a. PROVIDE BEAMS AT EACH FLOOR, NOT TO EXCEED 14'-0'' o.c.
VERTICALLY FROM PIT TO TOP OF ELEVATOR. IF FLOOR-TO-FLOOR
ELEVATION EXCEEDS 14'-0'', PROVIDE INTERMEDIATE SEPARATOR
BEAMS.
b. FOR FLOOR-TO-FLOOR ELEVATIONS 14'-0'' OR LESS, IF ELEVATOR
SUPPLIER REQUIRES ADDITIONAL SEPARATOR BEAMS AT A CLOSER
SPACING, THEN THE ADDITIONAL COST SHALL BE INCLUDED IN THE
ELEVATOR CONTRACT.
c. SHOULD SEPARATOR BEAM WIDTH REQUIRED BY ELEVATOR SUPPLIER
EXCEED 4'', ADDITIONAL COST SHALL BE INCLUDED IN THE ELEVATOR
CONTRACT.
STEEL JOIST & JOIST GIRDERS:
ALL HUNG EQUIPMENT SHALL BE SUPPORTED WITHIN 3'' OF JOIST PANEL
POINTS OR PROVIDE JOIST STIFFENERS AS INDICATED ON PLANS.
JOIST MANUFACTURER TO DESIGN JOISTS FOR ROOFTOP UNIT LOADS AND
SUSPENDED UNIT LOADS SHOWN ON DRAWINGS. COORDINATE EXACT
LOCATION WITH CONTRACTOR.
ALL JOISTS, JOIST BRIDGING, PLATES, HEADERS, AS WELL AS JOIST
CONNECTIONS, SHALL CONFORM TO REQUIREMENTS OF THE ''STEEL
JOIST INSTITUTE SPECIFICATIONS'' (LATEST EDITION).
DESIGN JOIST TOP AND BOTTOM CHORDS AND BRIDGING FOR THE
FOLLOWING NET
WIND UPLIFT LOADS:
1. REFER TO COMPONENTS AND CLADDING FOR UPLIFT PRESSURES
(W) FOR EACH ROOF ZONE.
2. DESIGN FOR THE GREATER UPLIFT RESISTED BY:
CASE A: DESIGN DEAD LOAD. 25 PSF (0.6 DL - W)
CASE B: MINIMUM DEAD LOAD. 14 PSF (DL - W)
CASE C: 5 PSF MINIMUM NET UPLIFT
STEEL DECK - ROOF:
DECK, ACCESSORIES, AND ATTACHMENTS SHALL CONFORM TO ''STEEL DECK
INSTITUTE SPECIFICATIONS'' (LATEST EDITION).
DECK TYPE: 1-1/2'', 22 GA WIDE RIB DECK (THREE SPAN MINIMUM) AND 3",
20 GA DEEP RIB DECKS (3 SPAN (MINIMUM).
DECK ATTACHMENT: SEE APPLICABLE DETAILS AND SPECIFICATIONS. ATTACH
DECK 6'' ON CENTER ALONG PERIMETER WALLS AND END LAPS. WELD SPLIT
OR PARTIAL PANELS IN EVERY VALLEY. SHOP DRAWINGS SHALL SPECIFY TYPE
OF ATTACHMENT AND FASTENER SIZES. DO NOT USE WELD WASHERS.
FOR OPENING LESS THAN 10'' IN DIAMETER, PROVIDE A 22 GA COVERPLATE,
6'' x 24'', EACH SIDE PERPENDICULAR TO DECK SPAN.
THE NAME OF THE DECK FABRICATOR SHALL BE CLEARLY NOTED ON ALL SHOP
DRAWING SUBMITTALS
DO NOT SUSPEND POINT LOADS FROM ROOF DECK EXCEPT FOR HANGERS FOR
SUSPENDED CEILINGS. SEE "WORK BY OTHERS".
WORK BY OTHERS
CONSTRUCTION MEANS AND METHODS ARE THE CONTRACTORS RESPONSIBILITY
AND SHALL BE ENGINEERED AND PROVIDED BY THE TRADE CONTRACTOR.
SUCH WORK INCLUDES BUT IS NOT LIMITED TO:
ALL SUPPORTS, FRAMING, SUB-FRAMING, LIGHT GAGE FRAMING, MISCELLANEOUS
STEEL FRAMING, METAL FABRICATIONS, BRACING, BRACKETS, HANGERS,
CONNECTORS, EMBEDMENTS, FASTENERS AND ATTACHMENTS NOT SHOWN ON
THE STRUCTURAL DRAWINGS ARE THE CONTRACTOR'S RESPONSIBILITY AND
SHALL BE ENGINEERED BY A REGISTERED P.E. AND PROVIDED BY THE TRADE
CONTRACTOR WITH ITEMS BEING SUPPORTED BRACED AT THE TRADE
CONTRACTOR'S EXPENSE. COMPLY WITH THE GOVERNING BUILDING CODE.
SUCH ITEMS ARE NOT PART OF THE STRUCTURAL CONTRACT DOCUMENTS.
THIS WORK ALSO INCLUDES:
- SUPPORT FRAMING FOR EQUIPMENT INCLUDING UNISTRUT SYSTEMS, AND
OTHER HUNG EQUIPMENT
- CONNECTIONS OF GYMNASIUM EQUIPMENT HUNG FROM STRUCTURE SUCH
AS BASKETBALL HOOPS HUNG FROM MASONRY WALLS
- DESIGN OF TOWER CRANE FOUNDATIONS AND INTERMEDIATE SUPPORTS.
- EVALUATION OF STRUCTURE FOR CONSTRUCTION EQUIPMENT LOADS
SUCH AS FORKLIFTS, CONCRETE PLACING EQUIPMENT, ETC.
- EVALUATION OF STRUCTURE AND INSTALLATION OF ANY NECESSARY
SHORING FOR MOVING LOADS DURING INSTALLATION OF HEAVY
EQUIPMENT.
- DO NOT EXCEED THE DESIGN LIVE LOAD. SHORE AS REQUIRED.
INSTALLER OF ANCHORS OR CONNECTIONS TO STRUCTURE IS RESPONSIBLE
FOR ANCHOR DESIGN AND DETERMINATION OF STRUCTURAL COMPONENT
ADEQUACY. DO NOT CUT REINFORCING BARS OR DAMAGE OTHER EMBEDMENTS.
MECHANICAL EQUIPMENT WEIGHTS SHOWN ON THE STRUCTURAL DRAWINGS ARE
THE MAXIMUM OPERATING WEIGHTS INCLUDING CURBS AND ACCESSORIES.
WHERE DIMENSIONS OR WEIGHTS OF EQUIPMENT OR SYSTEMS ARE VARIABLE
FROM MANUFACTURER TO MANUFACTURER, VERIFY DIMENSIONS AND WEIGHTS
SHOWN ON DRAWINGS WITH SELECTED MANUFACTURER PRIOR TO ORDERING
MATERIALS AND SHOP DRAWINGS SUBMITTALS. NOTIFY STRUCTURAL ENGINEER
WHEN ACTUAL TOTAL WEIGHTS EXCEED THE WEIGHT SHOWN ON CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL
EQUIPMENT OPENINGS AND CURB SUPPORTS WITH THE STEEL FABRICATOR AND
THE EQUIPMENT SUPPLIER, PRIOR TO THE SUBMISSION OF SHOP DRAWINGS.
DO NOT SUSPEND POINT LOADS FROM CONCRETE SLABS TOTALING MORE THAN
200 LBS WITHIN ANY 50 SQUARE FEET OF CONTIGUOUS FLOOR SLAB AREA.
ENGINEER AND PROVIDE SUB-FRAMING AND BRACING TO TRANSFER SUCH
LOADS TO JOISTS, BEAMS, OR GIRDERS AT EXPENSE OF TRADE CONTRACTOR
SUSPENDING LOADS.
DO NOT SUSPEND POINT OR LINE LOADS FROM METAL ROOF DECK. POINT
LOADS INCLUDE, BUT ARE NOT LIMITED TO: PIPES, DUCTS, STEEL STUDS,
EQUIPMENT, ETC. CONTRACTOR INSTALLING SUCH POINT LOADS SHALL PROVIDE
SUB-FRAMING TO TRANSFER LOAD TO THE STRUCTURE SUPPORTING DECK, OR
PROVIDE STAMPED CALCULATIONS THAT CONNECTIONS AND ROOF DECK HAVE
SUFFICIENT CAPACITY.
SUSPENDED HORIZONTAL CEILINGS EXCLUDING BULKHEADS FRAMED WITH STEEL
STUDS MAY BE SUSPENDED FROM METAL ROOF DECK. SUSPENDED CEILING
SYSTEMS SHALL BE LIMITED TO 4 POUNDS PER SQUARE FOOT INCLUDING THE
WEIGHT OF MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS SUPPORTED
BY THE CEILING. CEILINGS SHALL BE SUPPORTED AT A MAXIMUM OF 4 FEET
ON CENTER. THE DESIGN OF THE ATTACHMENT OF THE SUSPENDED CEILING
TO THE ROOF DECK SHALL BE BY THE RESPECTIVE TRADE.
DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT
DOCUMENTS WHICH ARE DESIGNED OR ENGINEERED BY OTHERS IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. SUBMITTALS OF SUCH SYSTEMS SHALL
BE SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. REVIEW OF
SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FOR
CONFORMANCE WITH THE CONTRACT DOCUMENTS WITH REGARD TO THE
ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL
CONTRACT DOCUMENTS AND THE CONTRACTORS INTERPRETATION OF THE
DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. SUCH REVIEW
BY THE ARCHITECT AND STRUCTURAL ENGINEER SHALL NOT IMPLY ANY
RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR
HAS FULL RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE
WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS.
UNLESS SPECIFICALLY NOTED ON THE CONTRACT DOCUMENTS, NO SUPPORT
PROVISION HAVE BEEN MADE FOR MISCELLANEOUS MECHANICAL, ELECTRICAL,
PLUMBING OR SPRINKLER PIPE LOADS WHICH INDUCE A COMBINED AVERAGE LOAD
GREATER THAN 3 PSF ON ANY GIVEN STRUCTURAL FRAMING MEMBER, U.N.O. THE
CONTRACTOR SHALL COORDINATE ALL MISCELLANEOUS LOADS WITH ALL TRADES
AND NOTIFY THE ENGINEER IF LOADS ARE EXCEEDED, PRIOR TO INSTALLATION
BEFORE SUCH PIPING IS PLACED.
- THERE ARE NO RESTRICTIONS FOR SINGLE WATER-FILLED 4" DIAMETER
PIPING PLACED PARALLEL TO FRAMING MEMBERS (JOISTS, TRUSSES, ETC.),
EXCEPT FOR FRAMING AT 2'-0" o/c OR LESS, 4" DIAMETER PIPES SHALL
BE LOCATED MIDWAY BETWEEN AND HUNG FROM TWO FRAMING MEMBERS
- UNLESS OTHERWISE APPROVED BY STRUCTURAL ENGINEER, SUPPORT
WATER-FILLED 6'' DIAMETER (e.g. SPRINKLER PIPE MAINS) AS FOLLOWS:
1. IF PIPE RUNS PARALLEL TO FRAMING, LOCATE PIPE MIDWAY BETWEEN,
AND HANG FROM, TWO FRAMING MEMBERS (JOISTS, TRUSSES, ETC.).
2. FOR PIPING PERPENDICULAR TO FRAMING ATTACH AT 8'-0'' o.c. MAXIMUM
TO STRUCTURE WHERE FRAMING IS SPACED AT 8 FT o.c. OR LESS
3. ALL PIPE 3" DIAMETER OR GREATER SHALL BE SCHEDULE 10, NOTIFY
ENGINEER IF SCHEDULE40 PIPE IS USED. STRUCTURE MAY NEED TO BE
REVISED.
4. NOTIFY ENGINEER WHERE MULTIPLE PIPES ARE HUNG FROM FRAMING.
STRUCTURE MAY NEED TO BE REVISED. 8" DIAMETER OR GREATER
MAINS ARE NOT ALLOWED
DESIGN STRESSES:
REINFORCING STEEL
STRUCTURAL STEEL
HANDRAILS
TUBES, RECTANGULAR HSS
CONCRETE MASONRY UNIT
SOIL BEARING PRESSURE
CONCRETE AT 28 DAYS
AND PLATES
W SHAPES
S, M, OR HP
CHANNELS, ANGLES
F'c = 4000 PSI INTERIOR SLAB ON
GRADE, PRECAST KEYWAYS AND TOPPING,
SUPPORTED FLOORS, WALLS, PIERS,
COLUMNS.
F'c = 4500 PSI EXTERIOR WALLS, PIERS,
COLUMNS, TRENCH FOOTINGS.
AIR ENTRAIN EXTERIOR EXPOSED
CONCRETE.
F'c = 3000 PSI FOOTINGS
F'm = 2500 PSI (NET AREA
COMPRESSIVE STRENGTH = 3750 PSI
MIN.) NORMAL WEIGHT BLOCK . TYPE
''M'' MORTAR SHALL BE USED FOR
FOUNDATION WALLS AND TYPE ''S'' OR
''M'' MORTAR SHALL BE USED ON WALLS
ABOVE GRADE.
Fy = 60,000 PSI PER ASTM A615 GRADE 60.
ASTM A572 GR 50 OR ASTM A992 GR50
ASTM A572 GR 50
ASTM A36, Fy = 36000 psi, OR ASTM
A572 GR50
Fy = 46,000 PSI PER ASTM A500 GRADE B. OR
Fy = 50,000 PSI PER ASTM A500 GRADE C
ROUND HSS Fy = 42,000 PSI PER ASTM A500 GRADE B.
Fy = 42,000 PSI PER ASTM A500 GRADE B.
2,000 PSF PER SOIL REPORT NO. C22625
DATED JANUARY 25, 2023 BY CGC, INC.
STEEL PIPE Fy = 35,000 PSI PER ASTM A53 GRADE B.
MASONRY GROUT F'c = 3,000 PSI
COMPONENTS AND CLADDING
WIND DIRECTIONALITY FACTOR
DESIGN LOADS & FACTORS:
SYSTEM
MAXIMUM DESIGN FORCE,
MAIN WIND FORCE RESISTING
MAXIMUM DESIGN FORCE,
-
-
WIND:
GENERAL:
EXPOSURE CATEGORY
-
-
BUILDING RISK CATEGORY -
''B'', ALL DIRECTIONS
d K = 0.85
SPECTRAL RESPONSE COEFFICIENTS
SEISMIC:
ANALYSIS PROCEDURE
DESIGN BASE SHEAR
SEISMIC DESIGN CATEGORY
-
SITE CLASS
-
-
-
-
= 0.082
= 0.107
83.7K
D1
DS
D
S
S
IMPORTANCE FACTOR -E = 1.1
MAPPED SPECTRAL RESPONSE -
= 5.10%g
= 10.00%g
1
S
S
S
B
ASCE 7-10 DIRECTIONAL PROCEDURE
VELOCITY PRESSURE COEFFICIENT -h K =
TOPOGRAPHIC FACTOR -zt K = 1.0
SEE "MAIN WIND FORCE DESIGN
WIND & PRESSURE DIAGRAM
PRESSURES SHOWN ARE
ULTIMATE
SEE "COMPONENTS AND CLADDING
DESIGN WIND PRESSURE DIAGRAM"
PRESSURES SHOWN ARE
ULTIMATE
COEFFICIENTS
BC 2015 CATEGORY
RESPONSE MODIFICATION FACTOR - R = 4.0, ASCE, TABLE 12.2-1
SYSTEM A5 BEARING WALL SYSTEMS
BASIC SEISMIC FORCE RESISTING
SYSTEM
-
SEISMIC RESPONSE COEFFICIENT -
PRECAST SHEAR WALLS
EQUIVALENT LATERAL FORCE PROCEDURE
ASCE 7, 12.8
INDEX FORCE ANALYSIS PROCEDURE,
ASCE 7, 11.7
TYPICAL FLAT ROOF SNOW LOAD
ROOF SNOW LOADS:
FLOORS LIVE LOADS:
GROUND SNOW LOAD Pg
-
-
STAIRS, LOBBIES AND CORRIDORS
TYPICAL FLOORS ABOVE GRADE
-
-
= 22.0 PSF, USE 30 PSF MIN.
= 0.7 x 1.0 x 1.0 x 1.1 x 25 PSF
Pf = 0.7 x Ce x Ct x Is x Pg
100 PSF INCLUDING PARTITIONS
25 PSF
100 PSF AT GRADE, 80 PSF ABOVE
ROOF RAIN LOADS:
RAINFALL RATE (FIG. 1611.1) -
RAIN LOAD AT DRAINS -R = 5.2 (ds+dh)
RAIN LOAD AT SCUPPER OR
OVERFLOW DRAIN
-R = 5.2 (1'') = 5.2 PSF
R = 5.2 (2.75'' + 1'') = 19.5 PSF
i = 3 INCHES/HR
RAIN LOADS CONTROL/DO NOT
CONTROL
PONDING CHECK -OK OR DOES NOT APPLY
FLOOR SUPERIMPOSED DEAD LOAD 20 PSF
ROOF DEAD LOAD 30 PSF, INCLUDING JOISTS &
DECK FOR AN ADHERED ROOF AND
PHOTOVOLTAIC PANELS
C = 0.033S
NORMAL DESIGN WIND SPEED
ULTIMATE DESIGN WIND SPEED
(3 SEC GUST)
-
-ULTV = 93 MPH
ASDV = 90 MPH
MAIN WIND FORCE RESISTING SYSTEM DESIGN WIND PRESSURE
(ASCE 7-10 DIRECTIONAL PROCEDURE) (ULTIMATE)
DESIGN PRESSURES "q", PSF PARAPET
2ND FLR
1ST FLR
COMPONENT AND CLADDING DESIGN WIND PRESSURE
(ASCE 7-10) (ULTIMATE)
SURFACE PRESSURE (PSF)ROOF
SURFACE PRESSURE (PSF)WALLS
SURFACE PRESSURE (PSF)PARAPET
ZONE A = 20 SF
ZONE 1
ZONE 2
ZONE 3
A = 50 SF A = 100 SF
-25.2 PSF
-38.8 PSF
-54.2 PSF
-24.4 PSF
-32.7 PSF
-39.3 PSF
-23.7 PSF
-28.1 PSF
-28.1 PSF
1. A IS WIND TRIBUTARY AREA OF COMPONENT OR
CLADDING.
ZONE A = 20 SF
ZONE 4
ZONE 5
A = 50 SF A = 100 SF
-24.6 PSF
-29.5 PSF
1. A IS WIND TRIBUTARY AREA OF COMPONENT OR CLADDING.
ZONES 4 & 5 NEGATIVE PRESSURES APPLY TO ALL
HEIGHTS. "+" INDICATES POSITIVE PRESSURE AGAINST
WALLS & "-" INDICATES SUCTION PRESSURE
A = 10 SF
CASE A: INTERIOR ZONE 4
CORNER ZONE 5
A = 100 SF A = 500 SF
59.3 PSF
81.2 PSF
40.4 PSF
40.4 PSF
38 PSF
38 PSF
1. A = WIND TRIBUTARY AREA OF PARAPET.
ZONE
CASE B: INTERIOR ZONE 4
CORNER ZONE 5
-41.5 PSF
-47.5 PSF
-34.5 PSF
-37.0 PSF
-29.6 PSF
-29.6 PSF
2. CASE A = PRESSURE TOWARDS BUILDING
CASE B = PRESSURE AWAY FROM BUILDING
5
55
5
4
4
1
3
3
3
3
2
2
2
2
a = 13' - 0''
2
+22.7 PSF
+22.7 PSF
+21.3 PSF
+21.3 PSF
-23.2 PSF
-26.7 PSF
-22.2 PSF
-24.6 PSF
+20.2 PSF
+20.2 PSF
a
2a
aa
ALL PRESSURE SHOWN ARE ULTIMATE
ФFLAT ROOF ≤10°
GEOFOAM COMPRESSIVE
STRENGTH
64.3 PSI
23.5 PSI
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
1/8" = 1'-0"
GENERAL NOTES &
SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S9.0
10/04/2023
220025.00
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BOLT TYPE AB-2
B BASE PLATE DETAILBASE PLATE DETAILA
C
NUT TACK WELDED TO BOLTLBOLT PROJECTIONZ DIA
V/2 V/2
X X W/2 W/2Y Y
SEE HOLE AND WASHER
SCHEDULEYYW/2W/2XX
V/2V/2
SEE HOLE AND
WASHER SCHEDULE
SINGLE NUT & WASHER
PLATE
SHORTEN HEIGHT AS
REQUIRED FOR FOOTING
THICKNESS
- USE (4) - 3/4" DIAMETER ANCHOR BOLTS, UNLESS NOTED OTHERWISE
1. WELD BOTH SIDES WHEN
MOMENT COLUMNS ARE
SPECIFIED
NOTE 1 5/16
(4) - SIDES5/16
- DO NOT RUN WELDS PAST TOE OF WIDE FLANGE OF CORNERS OF TUBES
ANCHOR ROD
DIAMETER, IN.
HOLE
DIAMETER, IN..
MIN. WASHER
DIMENSION, IN..
MIN. WASHER
THICKNESS, IN..
ANCHOR ROD HOLE AND WASHER SIZE
3/4''
7/8''
1''
1 1/4''
1 1/2''
1 3/4''
2''
2 1/2''
2''1 5/16''
1 9/16''
1 13/16''
2 1/16''
2 5/16''
2 3/4''
3 1/4''
3 3/4''
2 1/2''
3''
3 1/4''
3 1/2''
4''
5''
5 1/2''
1/4''
5/16''
3/8''
1/2''
1/2''
5/8''
3/4''
7/8''
HSS6 x 6 3/4" 12" 12" 4 1/2" 4 1/2" 5" 3/4"B1' - 6"
W10 x 60 1 3/4" 18" 18" 7" 7" 6" 1"A1' - 6"
HSS5 x 5 3/4" 11" 11" 4" 4" 5" 3/4"B1' - 4"
W12 x 72 1" 20" 20" 8" 8" 6" 1"A1' - 6"
REF: AISC MANUAL, 14 ED., TABLE 14 - 2
BASE PLATE SCHEDULE
COLUMN THICKNESS
T V W X Y
DIMENSIONS BOLT LOCATIONS BOLT
PROJECTIONS
BOLT
DIAMETER
Z
BASE PLATE
DETAIL
BOLT
LENGTH
L
MARK
BP-1
BP-2
BP-3
BP-4
TYPE ''A'' TYPE ''B''TYPE ''C''
L L L
NOTE (7)WW/2WW/2NOTES:
1. W = WALL WIDTH -- SEE PLAN
2. PROVIDE DOWELS OF SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT. MINIMUM LAP
PER SCHEDULE WITH STANDARD ACI HOOK INTO FOOTING, FOUNDATION WALLS, ETC.
3. RUN HORIZONTAL REINFORCEMENT THROUGH PIER WHERE PIER IS PART OF WALL. WHERE PIERS ARE
ISOLATED AND NOT PART OF THE CONTINUOUS WALL e.g. BETWEEN WINDOWS, PROVIDE #2 TIES @ 8" o/c
4. FILL CELLS SOLID WITH 3000 PSI GROUT. USE ONLY 2 CELL BLOCK. SEE MASONRY
GENERAL NOTES FOR GROUTING METHODS ALLOWED.
5. PROVIDE (1) - #5 AT EACH SIDE OF OPENINGS, DOORS, WINDOWS, DUCT OPENINGS ETC.
U.N.O. SEE PLAN FOR MASONRY PIER REQUIREMENTS
6. USE ONLY STANDARD HOLLOW PILASTER OR COLUMN BLOCK. PROVIDE 1 1/2" CLEAR CONCRETE
COVER TO TIES. FILL WITH 3000 PSI GROUT.
7. PROVIDE 1/2" CLEAR GROUT COVER BETWEEN BLOCK FACE AND BAR
TYPE ''D''
L
LMP1 "A" 16 (2) - #5 BARS NOTE (3)
MP2 "A" 24 (3) - #5 BARS NOTE (3)
MP3 "A" 32 (4) - #5 BARS NOTE (3)
MP4 "B" 16 (4) - #5 BARS NOTE (3)
MP5 "B" 24 (6) - #6 BARS NOTE (3)
MP6 "B" 32 (8) - #6 BARS NOTE (3)
MP7 "B" 48 (12) - #6 BARS NOTE (3)
MP8 "C" 16 x 16 (3) - #5 BARS NOTE (3)
MP9 "C" 24 x 24 (5) - #5 BARS NOTE (3)
MP10 "D" 16 x 16 (4) - #5 BARS
NOTE (6)
#3 TIES @ 16" o/c
MARK TYPE
SIZE (L) IN
INCHES
VERTICAL
REINFORCEMENT TYPE REMARKS
MASONRY PIER SCHEDULE
TYPE ''A''
BAR SIZE
6''
TYPE ''B''
8'', 10'' & 12''
TYPE
NOMINAL THICKNESS WALL (W)
MASONRY BAR SPLICE SCHEDULE
#3 1' - 0''
NOTE (3)WW/2#4
#5
#6
#3
#4
#5
1' - 9"
2' - 9"
5' - 2"
-
-
-
NOTES:
1. REQUIRED f'm = 2500 PSI
2. W = WALL WIDTH = SEE PLAN
3. PROVIDE 1/2" CLEAR GROUT COVER BETWEEN BLOCK FACE AND BAR
4. LAP LENGTHS APPLY TO BOTH VERTICAL AND HORIZONTAL BARS.
5. MECHANICAL CONNECTIONS THAT DEVELOP 125% OF BAR YIELD
STRENGTH MAY BE SUBSTITUTED FOR LAP SPLICES.
6. WELDED SPLICES ARE NOT PERMITTED.
7. FOR EPOXY COATED BARS, MULTIPLY LENGTHS GIVEN IN TABLE BY 1.5
A
A
A
A
B
B
B
1' - 0''
1' - 2''
1' - 10''
3' - 6''
1' - 2''
2' - 0''
3' - 2''
ACI-530-11.
TYPE ''C''TYPE ''A'' TYPE ''B''TYPE ''D'' TYPE ''E''TYPE ''F''
NOTES:
1. PROVIDE DOWELS OF SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT. MINIMUM
LAP = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. SEE TYPICAL FOR DETAILS.
2. RUN HORIZONTAL WALL REINFORCING THROUGH PIER
3. LINE UP VERTICAL BARS AND TIES WITH MASONRY PIER ABOVE.
4. PROVIDE TIES PER ACI 7.10 AND 3 ADDITIONAL TIES AT TOP OF PIER.
5. COORDINATE COLUMN DOWEL LOCATIONS WITH PRECASTER
6. CENTER PIER BELOW COLUMN.
7. CHAMFER EXPOSED COLUMNS
WWL L
WWWL L L L
MARK TYPE
SIZE (W) x (L)
IN INCHES
VERTICAL
REINFORCEMENT TIES REMARKS
CONCRETE PIER SCHEDULE
P1 B,D,E 24" x 24" (8) - #8 2 SETS #3 @ 16" o/c
P2 A,B 30" x 30" (8) - #8 2 SETS #3 @ 16" o/c
P3 B 20" x 20" (8) - #6 (3) #4 @ 12" o/c
WALL
THICKNESS
CLEAR MASONRY
OPENING WIDTH SECTION
LOOSE STEEL LINTEL SCHEDULE (U.N.O.)
L5 x 3 1/2 x 3/8 (LLV) (NOTE 10)TO 9'-0"4" BRICK
L4 x 3 1/2 x 5/16 (LLV) (NOTE 10)TO 7'-0"4" BRICK
L3 1/2 x 3 1/2 x 5/16TO 5'-0"4" BRICK
ALL
4" BLOCK
6"
6"
6"
6"
8"
8"
ANGLES SUPPORTING
BRICK OR STONE
AT FEC's & DF's 1/4" PLATE
TO 5'-0" (NOTE 7)ST3 x 6.25
TO 5'-0" (NOTE 7)(2) - L3 1/2 x 2 1/2 x 1/4 LLV
TO 7'-0" WT 4 x 10.5
TO 9'-0"WT 7 x 11
TO 12'-0"W8 x 10
TO 5'-0"(2) - L3 1/2 x 3 1/2 x 5/16 OR
W8 x 10 w/ 5/16 PLATE
TO 7'-0"(2) - L4 x 3 1/2 x 5/16 LLV
OR W8 x 10 w/ 5/16 PLATE
8" TO 9'-0" WT 7 x 15 OR W8 x 15 w/ 5/16" PLATE
10" TO 7'-0" W8 x 10 w/ 5/16 PLATE
W8 x 15 w/ 5/16 PLATETO 10'-0"10"
(3) - L3 1/2 x 3 1/2 x 5/16
OR W8 x 10 w/ 5/16 PLATETO 5'-0"12"
12" TO 7'-0" W8 x 10 w/ 5/16 PLATE
W8 x 15 w/ 5/16 PLATETO 10'-0"12"
BENT PLATE 5/16" x 7"V AS REQUIRED. STOP
HORIZONTAL LEG 1/2" FROM BACK FACE. FOR
SPANS GREATER THAN 4' - 6" o/c EXPANSION BOLT
TO BOND BEAM W/ 1/2" DIA x 5" BOLTS AT 2'-0" o/c
TO 12'-5" L7 x 4 x 3/8 (LLV) (NOTE 10)4" BRICK
4" BRICK TO 11'-0" L6 x 3 1/2 x 3/8 (LLV) (NOTE 10)
1. AT EXTERIOR WALLS, POOLS AND OTHER CORROSIVE ENVIRONMENTS, BOTTOM PLATE OF LINTELS,
ANGLES AND OTHER STEEL SHALL BE GALVANIZED OR PAINTED FOR EXTERIOR EXPOSURE WITH TWO
COAT SYSTEM ZINC RICH EPOXY
2. MAY BE USED AS ALTERNATE TO MASONRY GENERAL NOTES FOR PRECAST OR BOND BEAM LINTELS
3. USE OVER RECESSED DRINKING FOUNTAINS (DF) FIRE EXTINGUISHER CABINETS (FEC) CONNECTORS,
LOUVERS, DAMPERS, DUCTS, KNOCKOUT PANELS, WINDOWS, DOORS AND OPENINGS THROUGH
MASONRY WALLS WHERE OTHER LINTELS ARE NOT DETAILED OR SCHEDULED.
4. PROVIDE MINIMUM 8" BEARING EACH END OF LINTEL
5. CENTER LINTELS IN WALL UNLESS NOTED.
6. BOTTOM PLATES UNDER WIDE FLANGE SHAPES SHALL BE EXTENDED FULL LENGTH OF LINTEL
7. WELD LINTELS INTO SINGLE UNITS
8. NO LINTEL REQUIRED FOR 4" AND 6" NON-BEARING MASONRY WALLS WHERE GROUTED HOLLOW
METAL FRAMES HAVE HEADSPAN OF 4'-0" OR LESS
9. FOR BEAMS WITH PLATES, WIDTH OF PLATE = NOMINAL MASONRY WALL THICKNESS (INCLUDING BRICK) - 1
10. BOLT ANGLE TO SOLID MASONRY OR WELD TO STEEL STUD BOX HEADER AT 24" o/c
LOAD = 1000 PLF (WSD)
2. SEE MASONRY GENERAL NOTES FOR BEARING REQUIREMENTS.
3. COORDINATE BOTTOM OF LINTEL ELEVATION WITH ARCHITECTURAL PLANS.
4. FOR STEEL LINTELS, PROVIDE 5/16'' BOTTOM PLATE UNLESS NOTED OTHERWISE. WIDTH OF
PLATE = NOMINAL MASONRY THICKNESS (INCLUDING VENEER) -1''.
5. FOR STEEL LINTELS GREATER THAN OR EQUAL TO 10'-0'' LONG, PROVIDE 3/8'' DIAMETER x 4''
LONG HEADED WELDED STUDS AT 32'' O/C ON TOP FLANGE. LINTELS LESS THAN 10'-0'' LONG
MAY BE PLACED LOOSE WITHOUT ANCHOR BOLTS OR BEARING PLATES, UNLESS NOTED
OTHERWISE
6. PRECAST LINTELS: f'c = 4000 psi, MIN. (3000 PSI FOR L1) fy = 60000 psi. REINFORCEMENT
FOR PRECAST BEAMS TO BE DESIGNED BY PRECASTER UNLESS SPECIFICALLY CALLED
OUT. PRECAST DESIGNER SHALL DOUBLE CHECK LOADS PROVIDED AND DESIGN FOR
WORST CASE.
7. FOR PRECAST OR BOND BEAM LINTELS BACKING VENEER, SEE LOOSE LINTEL SCHEDULE FOR
BRICK SUPPORT ANGLE REQUIREMENTS.
8. ALL DIMENSIONS ARE NOMINAL MASONRY DIMENSIONS U.N.O.
9. LINTELS WITH L-*H INDICATES LINTELS OVER MECHANICAL OPENINGS.
10. DO NOT PLACE CONTROL OR EXPANSION JOINTS AT LINTEL BEARING POINTS OR ANYWHERE
WITHIN THE LINTEL.
1. AT EXTERIOR WALLS, POOLS AND OTHER CORROSIVE ENVIRONMENTS, LINTELS AND BOTTOM
PLATE ANGLES AND OTHER STEEL SHALL BE GALVANIZED OR PAINTED FOR EXTERIOR
EXPOSURE WITH TWO COAT SYSTEM ZINC RICH EPOXY
LINTEL SCHEDULE
MARK SIZE REMARKS
L1 NOT USED
L2 8" HIGH BOND BEAM OR PRECAST BEAM
w/ (2) #5 BOTTOM BY MASONRY CONTRACTOR
L3 W8 x 18
L4 W8 x 28
L5 16" HIGH MASONRY LINTEL w/ (2) #5 TOP & BOTTOM
L6 8" WIDE x 16" HIGH PRECAST LINTEL
L7 24" HIGH MASONRY LINTEL w/ (2) #5 TOP & BOTTOM
1LL
EDCBA
21
DL
LLLL
DL
PPP
ba
c
LLL L
c
LOAD DIAGRAMS:
JOIST SCHEDULE NOTES:
LL 1
L
c
LL 2
d
LL 1
1. "DL" INDICATES DEAD LOAD. "LL" INDICATES LIVE LOAD.
2. FOR "L" SEE PLANS. COORDINATE "a", "b" AND "c" WITH MECHANICAL AND ARCHITECTURAL
3. WHERE MORE THAN ONE LOAD DIAGRAM IS SPECIFIED FOR A GIVEN LOAD CASE, LOAD
DIAGRAMS. SHALL BE SUPERIMPOSED.
4. MAXIMUM DEFLECTION DUE TO LIVE LOADS AND POINT LOADS COMBINED SHALL BE L/360.
5. JOIST MANUFACTURER SHALL CHECK TOP CHORD FOR BENDING.
MARK CASE
NUMBER
LOAD
DIAGRAM PLF LBS
REMARKS
SCHEDULE OF SPECIAL JOISTS
PLF PLF
DL PLL LL1 2
22KSP1 1 B 25 400 c = 15' - 6', d = 7' - 0"240
28KSP1 1 B 25 470 c = 17' - 0", d = 4' - 0"200
22KSP2 1 B 25 525 c = 15' - 6", d = 4' - 0"300
22KSP1 2 C 25 360 c = 6' - 0"
28KSP2 1 B 100 470 c = 12' - 0", d = 4' - 0"200
6. JOIST DETAILER: JOIST SHOP DRAWINGS MUST CLEARLY INDICATE WHICH END IS
DESIGNED
FOR SNOW DRIFT OR CONCENTRATED LOADS.
- FOOTINGS LISTED MAY NOT ALL BE USED ON THIS PROJECT.
- SOIL BEARING PRESSURE PER SOIL REPORT 2,000 PSF
MARK SIZE DEPTH REINFORCEMENT REMARKS
FOOTING SCHEDULE
F3.0 3' - 0" x 3' - 0" 12" (4) - #4 EACH WAY BOTTOM
F3.5 3' - 6" x 3' - 6" 12" (5) - #4, EACH WAY, BOTTOM
F4.0 4' - 0'' x 4' - 0'' 12" (4) - #5, EACH WAY, BOTTOM
F4.5 4' - 6'' x 4' - 6'' 12" (4) - #5, EACH WAY, BOTTOM
F5.0 5' - 0'' x 5' - 0'' 12" (5) - #5, EACH WAY, BOTTOM
F5.5 5' - 6'' x 5' - 6'' 12" (5) - #5, EACH WAY, BOTTOM
F6.0 6' - 0'' x 6' - 0'' 12" (6) - #5, EACH WAY, BOTTOM
F6.5 6' - 6'' x 6' - 6' 13" (7) - #5, EACH WAY, BOTTOM
F7.0 7' - 0'' x 7' - 0'' 14" (7) - #5, EACH WAY, BOTTOM
F7.5 7' - 6'' x 7' - 6'' 15" (6) - #6, EACH WAY, BOTTOM
F8.0 8' - 0'' x 8' - 0'' 16" (7) - #6, EACH WAY, BOTTOM
F8.5 8' - 6'' x 8' - 6'' 17" (8) - #6, EACH WAY, BOTTOM
F9.0 9' - 0'' x 9' - 0'' 18" (8) - #6, EACH WAY, BOTTOM
F9.5 9' - 6'' x 9' - 6'' 19" (7) - #7, EACH WAY, BOTTOM
F10.0 10' - 0'' x 10' - 0'' 20" (8) - #7, EACH WAY, BOTTOM
F10.5 10' - 6'' x 10' - 6'' 21" (8) - #7, EACH WAY, BOTTOM
F11.0 11' - 0'' x 11' - 0'' 21" (9) - #7, EACH WAY, BOTTOM
SF2.0 2' - 0" x CONT 1' - 0" (2) - #5, BOTTOM x CONT
SF2.5 2' - 6" x CONT 1' - 0" (2) - #5, BOTTOM x CONT
SF3.0 3' - 0" x CONT 1' - 0" (3) - #5, BOTTOM x CONT
SF4.5 4' - 6" x CONT 1' - 4"
(6) - #5, BOTTOM x CONT
#4 @ 16" o/c SHORT DIRECTION
SF4.0 4' - 0" x CONT 1' - 4"
(5) - #5, BOTTOM x CONT
#4 @ 18" o/c SHORT DIRECTION
SF3.5 3' - 5" x CONT 1' - 0"
(3) - #5, BOTTOM x CONT
#4 @ 18" o/c SHORT DIRECTION
SF5.0 5' - 0" x CONT 1' - 6"
(7) - #5, BOTTOM x CONT
#4 @ 16" o/c SHORT DIRECTION
SF7.5 7' - 6" x CONT 1' - 8"
(11) - #5, BOTTOM x CONT
#4 @ 7" o/c SHORT DIRECTION
SF6.0 6' - 0" x CONT 1' - 6"
(8) - #5, BOTTOM x CONT
#4 @ 10" o/c SHORT DIRECTION
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
1/8" = 1'-0"
SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S9.1
10/04/2023
220025.00
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
16' - 7"30 PSF
105 PSF
11' - 6"
70 PSF
30 PSF
17' - 6"
45 PSF
115 PSF
50 PSF
30 PSF
6' - 10"
30 PSF
110 PSF
30 PSF
18' - 6"100 PSF30 PSF15' - 6"105 PSF
30 PSF 16' - 9"60 PSF
30 PSF
6' - 8"9' - 0"60 PSF
30 PSF
7' - 0"
30 PSF
50 PSF
7' - 0"
30 PSF
50 PSF
55 PSF
30 PSF
8' - 3"3' - 0"45 PSF
30 PSF 7' - 0"30 PSF
50 PSF
9' - 6"
30 PSF
75 PSF
30 PSF
70 PSF
8' - 8"
30 PSF
45 PSF3' - 3"105 PSF
30 PSF 16' - 9"70 PSF
5' - 0"
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
1/16" = 1'-0"
SNOW DRIFT PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S9.2
10/04/2023
220025.00
1/16" = 1'-0"1 SNOW DRIFT PLAN
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
4
5
6
7
8
A B D F
7.2
5.8
9
B.5 C.8STEP 1' - 0"STEP 2' - 0"
SF4.0
99' - 0"
96' - 0"
F6.0P2
C
C
F9.0
96' - 0"
F9.0
96' - 0"
F9.0
96' - 0"99' - 0"BP-2P2BP-2P2BP-299' - 6"99' - 6"P2BP-2SF4.0
96' - 0"
F.3E
99' - 6"CJ1' - 3"CJCJCJCJCJCJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
SLAB ON GRADE:
5'' CONCRETE w/6 x 6 - W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. 100' - 0'' U.N.O.
SLAB ON GRADE AT GYM FLOOR:
6'' CONCRETE W/ MACRO SYNTHETIC FIBERS
PER MANUFACTURERS RECOMMENDED
DOSAGE ON 6'' COMPACTED GRANULAR
DRAINAGE FILL. T/SLAB ELEV. 99' - 9 1/2''
COORDINATE JOIST LOCATIONS W/ FLOOR
SUPPLIER
4.9
5
N P Q
SF2.0
96' - 0"
SF2.0
96' - 0"SF2.096' - 0"
SLAB ON GRADE:
5'' CONCRETE w/6 x 6 - W1.4 x W1.4 WWF
ON VAPOR BARRIER ON 6'' COMPACTED
GRANULAR DRAINAGE FILL.
T/SLAB ELEV. 100' - 0'' U.N.O. CJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
SWNW
NE SE
BUILDING DIAGRAM
NOT TO SCALE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
As indicated
FOUNDATION PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S1.0 ALT
10/04/2023
220025.00
1/8" = 1'-0"1 FOUNDATION PLAN - ALT 1
1/8" = 1'-0"2 FOUNDATION PLAN - ALT 2
KEY PLAN
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
5
8
5.8
9 W24 x 55B.5 C.8
W16 x 26
51' - 3"60DLH1761' - 6 1/8"6 EQ SPW21 x 44W24 x 62 W24 x 62 W16 x 26W27 x 84 W16 x 26W16 x 261
54' - 0"28KSP2 @ 4' - 6"
21' - 11 7/8"
20KSP1 @ 5' - 0"
11 20' - 0"20KSP2 @ 5' - 0"2C
C F.3
5
E
WF
FOLDING PARTITION WALL
ATTACHMENT BY OTHERS
8A
4.9
1
8" ROOF PLANK
1
8" ROOF PLANK
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
HEC Project No. 22-0025.00
C2023-15
1/8" = 1'-0"
ROOF FRAMING PLAN AT
ALTERNATE 1 & 2
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 MILTON AVENUE
JANESVILLE WI 53545
S2.1 ALT
10/04/2023
220025.00
1/8" = 1'-0"1 ROOF FRAMING PLAN - ALT 1
1/8" = 1'-0"2 ROOF FRAMING PLAN - ALT 2
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
8064 8
2 kg/cm2 11psiLEONARD
10
2010 R40050-10
0 °C°F60
30
2010LEONARD0
2010LEONARD050-10
0 °C°F60
0
-10 °C°F60
R40 0 50
30 10LEONARDR40
20 30
50-10
0
°C°F60
R4030100
100
100100
40
40 120120 40
120 40120
80
80
8080
60
60 60
60
20
20
2020
140
140 140
140
100
160
20 140
12040
60
OUTLET RETURN
HOT INLET COLD INLET
MEGATRON KEY
TEST CONNECTION
FULL PORT BALL VALVE
MIXING VALVE
1
2
3
DIAL THERMOMETER4
CIRCULATOR5
PUMP SHUT-OFFS6
BALANCING VALVE7
FLAPPER CHECK8
GALVANIZED STRUT9
CORNER BRACKET11
TEE BRACKET10
1
35"
3
4 9
6
5
4
3
TO WATER
HEATER
11
8
8
71
12"
410
2
60"
1. DRAWINGS OF ALL OTHER TRADES SHALL BE REVIEWED. THIS CONTRACTOR SHALL COORDINATE
THE INSTALLATION AND SCHEDULING OF HIS WORK WITH OTHER TRADES TO PREVENT
INTERFERENCE WITH THEIR RESPECTIVE INSTALLATIONS.
2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES,
EQUIPMENT, APPURTENANCES, STRUCTURAL DIMENSIONS, AND LAYOUT.
3. DEVIATIONS FROM THE ROUTING OF NEW PIPING SHOWN MAY BE NECESSARY IN ORDER TO
CLEAR WORK OF OTHER TRADES. HOWEVER, ALL SUCH DEVIATIONS SHALL BE COORDINATED
PREVIOUSLY WITH ARCHITECT, ARCHITECT REPRESENTIVE AND ENGINEER. THE INITIAL DESIGN
INTENT FOR DEVIATIONS SHALL BE FOLLOWED FOR ALL NECESSARY DEVIATIONS AND MEET
CODE COMPLIANCE.
4. ALL SANITARY, STORM, AND CLEAR WATER WASTE PIPING SHALL BE PITCHED AS FOLLOWS:
PIPING 2" AND SMALLER AT 1/4"/FT, PIPING 3" AND LARGER AT 1/8"/FT UNLESS OTHERWISE NOTED.
CORRIDNATE INVERTS WITH SITE BUILDING SEWERS BEFORE INSTALLATION OF PIPING.
5. PENETRATIONS THROUGH FLOORS AND WALLS SHALL BE SEALED WITH A U. L. LISTED SYSTEM OF
MATERIAL THAT MEETS OR EXCEEDS THE FIRE RATING OF THE WALL OR FLOOR PENETRATED.
THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, NEW OPENINGS, EXISTING OPENINGS MADE
OBSOLETE BY THE REMOVAL OR REROUTING OF PLUMBING PIPING.
6. INSTALL ALL INTERIOR HORIZONTAL STORM, WATER, WASTE, AND VENT PIPING AS HIGH AS
POSSIBLE. ALL HORIZONTAL PIPING LOCATED ABOVE CEILINGS SHALL BE INSTALLED WITHIN THE
JOIST SPACE UNLESS OTHERWISE INDICATED.
7. INSTALL CLEANOUT AT THE BASE OF ALL ROOF CONDUCTORS AND WASTE STACKS. ALL
CLEANOUTS SHALL BE INSTALLED WHERE EASILY ACCESSIBLE. PROVIDE ACESS PANELS WHERE
REQUIRED FOR C.O.’S LOCATED IN WALLS, CHASES OR CABINETRY COORDINATE ALL CLEANOUT
LOCATIONS WITH ALL EQUIPMENT, CABINETS, ETC. PRIOR TO INSTALLATION.
8. ALL WORK SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE WISCONSIN
PLUMBING CODE AND ALL OTHER APPLICABLE CODES AS ADOPTED BY THE LOCAL INSPECTING
AUTHORITIES. ALL PLUMBING FIXTURES, EQUIPMENT AND APPURTENANCES SHALL COMPLY WITH
THE WISCONSIN PLUMBING CODE SPS 384.
9. SAW CUTTING, REMOVAL, AND REPLACEMENT OF NEW (IF REQUIRED)AND EXISITING FLOOR SLAB
FOR THE INSTALLATION OF NEW PLUMBING WORK IS THE RESPONSIBILITY OF THIS CONTRACTOR.
NEW FLOOR CONSTRUCTION SHALL MATCH EXISTING.
10. ALL SLEEVES THROUGH CONCRETE FRAMING REQUIRED FOR THE INSTALLATION OF PLUMBING
WORK SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR.
11. CORE-DRILLING OR SLEEVING THROUGH BEAMS, JOISTS, OR BRIDGING SHALL NOT BE PERMITTED
UNLESS SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS. INCLUDE SUFFICIENT ALLOWANCES
FOR OFFSETS OF PIPING TO CLEAR STRUCTURAL MEMBERS.
12. TRAPS AT ALL SINKS AND LAVATORIES SHALL BE INSTALLED STRAIGHT BACK TO THE WALL WITH
RESPECT TO TRAP SWIVEL ADJUSTMENT . ALL PIPING OFFSETS TO TRAP WASTE OUTLET
CONNECTION SHALL BE LOCATED WITHIN THE WALL.
13. LOCATE ALL VENT TERMINALS A MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR INTAKES.
14. ALL VALVES, SHOCK ARRESTORS, ETC. REQUIRED IN WALLS OR ABOVE NON-ACCESSIBLE
CEILINGS SHALL BE CENTRALLY LOCATED BEHIND ACCESS PANELS. ALL CODE COMPLIANT
SHOCK ARRESTORS AND VALVING MAY NOT BE SHOWN ON DRAWINGS. CONTRACTOR IS TO
INCLUDE ALL CODE COMPIANT SHOCK ARRESTORS AND VALVES REQUIRED FOR CODE
COMPLIANCE.
15. REFER TO PIPING ISOMETRICS FOR SIZES NOT SHOWN ON PLANS.
16. REMOVAL AND REPLACEMENT OF EXISTING CEILINGS REQUIRED FOR THE INSTALLATION OF
PLUMBING SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. CEILING
CONSTRUCTION AND FINISH SHALL MATCH EXISTING.
17. ALL BELOW GROUND PIPING SHALL BE CORRIDNATED WITH SITE INVERTS PRYOR TO
INSTALATION. CONTRACTOR SHALL AJUST INTERIOR BUIDING SEWER INVERTS AND EXCAVATION
WHERE REQUIRED TO MATCH SITE CONNECTIONS. INCLUDE ALL NECESSARY OFFSETS NOT
SHOWN ON DRAWINGS TO MATCH SITE SEWER INVERTS AND MATERIALS TO CONNECT TO SITE
SEWERS.
GENERAL PLUMBING NOTES:
FLOW
UR URINAL
CATCH BASIN
EMERGENCY EYE WASH
CB
EEW
POINT OF CONNECTION OF NEW PIPING TO EXISTING
CP
ELECTRIC WATER COOLER
SINK
SERVICE SINK
SHOWER
WATER CLOSET
LAVATORY
MOP BASIN
EWC
SH
SS
WC
MB
EXPANSION TANK
STORAGE TANK
WATER SOFTENER
CIRCULATING PUMP
LOCAL VENT
CLEAR WATER VENT
ET
WS
ST
LV
CLV
IE=00.00'
TRAP PRIMER VALVE
INVERT ELEVATION
FLOOR DRAIN
ROOF DRAIN
HUB DRAIN OR SITE DRAIN
TPV
I.E.
RD
FD
HD
PIPING DOWN
BALL VALVE
CHECK VALVE
BALANCING VALVE
FLOOR CLEANOUT
CLEANOUT
HOSE BIBB / WALL HYDRANT
DN
FCO
C.O.
DESCRIPTION
PLUMBING LEGEND
ABBR.SYMBOL
CS
DM
W SANITARY PIPING BELOW GROUND
SANITARY VENT PIPING ABOVE GROUND
PIPING UP
DE-MINERALIZED WATER PIPING
STORM PIPING BELOW GROUND
STORM PIPING ABOVE GROUND
SANITARY VENT PIPING BELOW GROUND
V
UP
DM
ST
ST
V
HOT WATER PIPING
COLD WATER PIPING
SANITARY PIPING ABOVE GROUND
HOT WATER RETURN PIPING
COLD SOFT WATER PIPING
W
HW
CS
CW
FIXTURE UNIT TAGS
SHOCK ARRESTOR
CLV
HOT WATER HEATERHWH
REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERRPPBP
WASH MACHINE BOXWMB
BUTTERFLY VALVE
HWR
CLEAR WATER WASTECLWCLW
WHHB/
L-LAV /
S-SINK /
COLD WATER PIPING BELOW GROUNDCW
CV
FILL LEVEL
EXCAVATION LEVEL
UPONOR PEX PIPING
EXCAVATION LEVEL
UNDISTURBED SOIL
POOR SOIL CONDITIONS. PREPARE THE
TRENCH BOTTOM USING GRANULAR
MATERIAL TO PROVIDE A STABLE BASE.18" MIN.• TAKE PRECAUTIONARY STEPS TO ENSURE
PIPING DOES NOT COME IN CONTACT WITH
SHARP OBJECTS.
• DO NOT EXCEED MAXIMUM BEND RADIUS OF 6
TIMES THE O.D. OF THE PIPING.
• PRESSURE TEST INSTALLED PIPING AFTER
INSTALLATION TO ENSURE THE INTEGRITY OF
THE PIPING HAS NOT BEEN COMPROMISED.
UPONOR PEX PIPING
UNDISTURBED SOIL
H.D. CLEANOUT COVER,
FLUSH WITH FLOOR
4" PVC FEMALE ADAPTER W/
PLUG, INSPECTION OPENING
PUMPING RECESS
FOR CLEANING
6"
FLOOR
NORMAL WATER
BOTTOM OF PIT
BOTTOM OF SLAB
2'
4" x 1 1/2" SAN TEE
SIOUX CHIEF 4" CHECK VALVE #869-84S. PROVIDE
GRADE EXTENSION SLEEVE WITH HANDLE,
SLEEVE LID WITH H.D. TRAFFIC GRADE C.O.
COVER OVER SLEEVE EXTENSION. H.D. C.O.
COVER TO BE FASTENED TO SLAB FLOOR.
4" SAN DRAIN THRU PIT WALL
W/ WATER TIGHT SEAL
10"
FOR PIT DEWATERING AND CLEANING: PROVIDE SP-1 PUMP IN PIT
RECESS, 1 1/2" PUMP DISCHARGE PIPE WITH 1 1/2" CHECK VALVE AND
FERNCO COUPLING. CONNECT SP-1 DISCHARGE PIPE TO 1 1/2"
WASTE PIPE IN PIT SIDE WALL. COORDINATE PUMP LOCATION AND
PIPING WITH PIT PUMP RECESS. PROVIDE STAINLESS STEEL CABLE
FASTENED TO PUMP AND A.F.F. FOR PUMP REMOVAL FOR CLEANING.
1 1/2" SAN VENT. SEE
PLUMBING PLANS FOR
CONTINUATION.
4" SAN TEE WITH 6" TRAP SEAL
SP-1 SHALL INCLUDE A PLUGIN OUTLET POWER CORD.
COORDINATE LENGTH WITH ELECTRICAL OUTLET LOCATION.
SP-1 PUMP ONLY, LESS CONTROL PANEL AND FLOATS.
PROVIDE STAINLESS STEEL
RISER CLAMPS FASTENED WITH
3/8" S.S. ROD TO PIT WALL
ABOVE AND BELOW 4" PVC PIPE.
REGULATOR 2# TO 10" WC
WITH VENT THRU ROOF
(WHERE REQUIRED)
CHECK VALVE - TYP.
THERMOMETER - TYP.
CIRCULATING PUMP HWR
GAS WATER HEATER
COLD WATER SUPPLY
EXPANSION TANK
BALANCE VALVE
4" CONCRETE PAD
GAS COCK
WATER HEATER KEY
SHUT-OFF VALVE - TYP.
HOT WATER SUPPLY SYSTEM
HOT WATER RETURN SYSTEM
SEE ISOMETRICS
FOR PIPE SIZES
G
GCEILING
3/4"
APPROVED TEMP & PRESS
RELIEF VALVE - TYP.
WATER HEATER INTAKE
THRU ROOF - TYP.
WATER HEATER EXHAUST
THRU ROOF - TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1512
1
10
2
6
3
111413
5
7 9 8 15
4
NOTE: CONNECT TO GAS
CONNECTION BY HVAC
CONTRACTOR. SEE HVAC
DRAWINGS FOR LOCATION.
NOTE:
INSTALL PIPING FOR EASE OF REMOVAL
AND REPLACEMENT OF HEATERS.G2"
4"GG
2" TEMP HW FROM
RECLAIM TANKS
3/4" HWR
2"
3/4"
11
9
10
12
16 17
3
4
5
2 13
2"
14
1 1
18
4"140°140°
8 7 8 7
15 2"
6
WALL SWITCH WITH PILOT LIGHT
CHECK VALVE - TYP.
CIRCULATING PUMP
BALL VALVE - TYP.
THERMOMETER - TYP.
UNION - TYP.
4" CONCRETE PAD
GAS WATER HEATER
BALANCING VALVE
HEAT TRAP
EXPANSION TANK
SHOCK ARRESTOR
GAS REGULATOR - TYP.
GAS COCK - TYP.
DIRT LEG - TYP.
WATER HEATER KEY
APPROVED TEMP & PRESS
RELIEF VALVE - TYP.
WATER HEATER INTAKE THRU ROOF
WATER HEATER EXHAUST THRU ROOF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
2
P0.2
2" HW TO
RESURFACER RM.
HEADER OR OTHER
BRANCH PIPING
STEEL STRUT WITH
STRUT CLAMPS
MASONRY OR
OTHER WALL TYPE
BALL VALVE (SEE PLANS
FOR REQUIRED VALVES)
UPONOR AQUAPEX
PIPING FROM BELOW
CLOSED-CELL PIPE INSULATION
WHERE REQUIRED
PVC SLEEVE
FINISHED
CONCRETE FLOOR
CONCRETE SLAB
PVC SLEEVE AT
CONCRETE PENETRATION
MECHANICAL CHASE
STRUT CLAMPS
WALL ASSEMBLY
PVC BEND SUPPORT
(OR PEXa TYPE ELBOW)
STEEL STRUT
UPONOR AQUAPEX BELOW GRADE
FOR WCsFOR LAVs & URs
NOTE:
THE COPPER STUBS MUST BE
SOLDERED TO THE SUPPORT
BRACKETS AT ALL POINTS.
COPPER PLATED STEEL PIPE
SUPPORT BRACKETS ON FRONT
AND BACK SIDE OF WALL STUDS
L COPPER
L COPPER
COPPER PLATED STEEL PIPE SUPPORT
BRACKETS ON FRONT AND WITHIN
STUD SPACE OF WALL STUDS (SOLDER
COP. TO BRACKETS).
L COPPER STUB OUTS FOR
PLUMBING FIXTURE
METAL WALL STUDS
L COPPER STUB OUTS FOR
PLUMBING FIXTURE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
PLUMBING DETAILS AND
NOTES
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P0.1
10/04/2023
220025.00 C2023-15
PLUMBING SHEET INDEX
P0.1 PLUMBING DETAILS AND NOTES
P0.2 PLUMBING DETAILS AND CALCULATIONS
P1.0 FOUNDATION PLUMBING PLAN - OVERALL
P1.0a FOUNDATION PLUMBING PLAN - SE QUAD
P1.0b FOUNDATION PLUMBING PLAN - NE QUAD
P1.0c FOUNDATION PLUMBING PLAN - NW QUAD
P1.0d FOUNDATION PLUMBING PLAN - SW QUAD
P1.1 FIRST FLOOR PLUMBING PLAN - OVERALL
P1.1a FIRST FLOOR PLUMBING PLAN - SE QUAD
P1.1b FIRST FLOOR PLUMBING PLAN - NE QUAD
P1.1c FIRST FLOOR PLUMBING PLAN - NW QUAD
P1.1d FIRST FLOOR PLUMBING PLAN - SW QUAD
P1.2 SECOND FLOOR PLUMBING PLAN - OVERALL
P1.2a SECOND FLOOR PLUMBING PLAN - SE QUAD
P1.2b SECOND FLOOR PLUMBING PLAN - SW QUAD
P1.3 ROOF PLUMBING PLAN - OVERALL
P2.0 WASTE AND VENT PIPING ISOMETRICS
P2.1 WASTE AND VENT PIPING ISOMETRICS
P2.2 WASTE AND VENT PIPING ISOMETRICS
P3.0 WATER PIPING ISOMETRICS
P3.1 WATER PIPING ISOMETRICS
P3.2 WATER PIPING ISOMETRICS
P4.0 STORM PIPING ISOMETRICS
NTS2BELOW GROUND PEX PIPING DETAIL
NTS5SNOWMELT PIT DRAIN DETAIL
NTS7WATER HEATER PIPING SCHEMATIC
NTS3WATER HEATER PIPING SCHEMATIC
NTS6MEGATRON DETAIL
NTS1
FIXTURE CONNECTION STUB OUT PIPING
(PEXa OR CPVC TO COPPER TYPE L) DETAIL
NTS4FIXTURE CONNECTION STUB OUT PIPING (COPPER TYPE L) DETAIL
10/13/202310/04/2023
BID DOCUMENT SET
CTM CONTROLLER
2" MANUAL INLET VALVE2" MANUAL OUTLET VALVE
4" BYPASS VALVE
(NORMALLY CLOSED)
BRINE TANK
DUPLEX INSTALLATION
4" SOFT
WATER OUTLET
4" HARD
WATER INLET
2"
3" 3"
1 1/2" SHOCK ARRESTOR (TYP.)
(STAINLESS STEEL)
1 1/2" SHUT-OFF VALVE (TYP.)
HOSE REEL
THERMOMETER
2"
RESURFACER FILL.
TERMINATE WITH VALVE AND
THREADED CONNECTION FOR
PORTABLE HOSE REEL.
VERIFY FINAL LOCATION,
ELEVATION, AND CONNECTION
REQUIREMENTS WITH OWNER.
1 1/2" THREADED HOSE
CONNECTION (TYP.)
2" SHUT-OFF (LOCKING)
& CHECK VALVES
(STAINLESS STEEL)
2 1/2" PEX
CAPPED FUTURE DE-MIN.
WATER PIPING
HR-1
HR-2
HR-1
2"
1" HW TO WMB-1
(RM 170)
1 1/2" AVB 2"
2"
1 1/2"
1 1/2"
3
CLEAN SAND2' -6"3' -4"3" HDPE SUBFLOOR
TRANSMISSION MAINS.
(TYP. OF 2 PER RINK)8" INSULATED HDPE RINK
FLOOR TRANSMISSION
MAINS. (TYP. OF 2 PER RINK)
3/4" SCH. 80 PVC CONDUIT
FOR RINK FLOOR AND
SUBFLOOR TEMP. SENSORS.
(TYP. OF 2 PER RINK)
A
FIRST FLOOR
100' - 0"
MAIN TRENCH
NTS
FIRST FLOOR
100' - 0"
MAIN TRENCH - MULTI PURPOSE RINK
NTS 2' -6"3' -4"8" INSULATED HDPE RINK
FLOOR TRANSMISSION
MAINS. (TYP. OF 2 PER RINK)
B
FIRST FLOOR
100' - 0"3' -1"3' -4"CLEAN SAND
3" HDPE SUBFLOOR
TRANSMISSION MAINS.
(TYP. OF 2 PER RINK)
NOTE: FOR INFORMATION ONLY. RINK REFRIGERATION PIPING BY ICE RINK INSTALLER.
DOMESTIC WATER PRESSURE BOOSTER SYSTEM
EQUIP.
NO.
SERVICE
LOCATION NO. OF
PUMPS
GPM / EA
PUMP
SYSTEM PRESSURE VALUES MOTOR DATA AND VALUES CONTROL PANEL
DESIGN BASIS MODEL
TDH (FT)SUCTION
(PSI)
BOOST
(PSI)
SET
(PSI)RPM HP kWh
PER YR.VOLTAGE PHASE FULL
LOAD
MAX.
SCCR
2 80 57.75 55 25 80.00 1,750 2 4455 460 3 PHASE 8.6 100KAIC
QUANTUMFLO-32980:
PRODIGY DUPLEX QEB4_40-200B-2
NOTES:
1. NET BOOST PRESSURE IS CALCULATED BY SYSTEM SET PRESSURE MINUS SUCTION PRESSURE LESS SYSTEM LOSSES OF 5 PSI
2. SYSTEM SUBMITTALS SHALL INCLUDE CERTIFICATE NUMBER FOR NSF61 CERTIFICATION, UL508A AND QCZJ 3RD PARTY COMPLIANCE.
3. SYSTEM CONTROLS MUST COMPLY WITH AND PROVIDE FOR EITHER CONTROL LOGIC OR REMOTE SENSOR IN ACCORDANCE WITH ANSI/ASHRAE/IES STANDARD 90.1 ENERGY STANDARD
4. PROVIDE 5-YEAR WARRANTY ON COMPLETE SYSTEM AND INCLUDE WARRANTY CERTIFICATE WITH DETAILS IN SUBMITTALS
5. SYSTEM SHALL BE PRE-SET TO SYSTEM SITE CONDITIONS BY SIMULATING SUCTION PRESSURE. HYDROSTATIC-ONLY TESTING IS NOT ACCEPTABLE.
6. THE INDUSTRIAL CONTROLLER SHALL BE IN COMPLIANCE WITH CURRENT NEC, SECTION 409.110 HAVING A MAXIMUM 100K AVAILABLE FAULT CURRENT.
7. SCCR RATINGS MUST BE INCLUSIVE OF ALL COMPONENTS WITHIN THE ENCLOSURE WITHOUT THE NEED TO PROVIDE ADDITIONAL UPSTREAM PROTECTION.
8. EQUAL SYSTEMS MUST SHOW MATHEMATICAL ANALYSIS PROVING THAT THE ALTERNATE SUPPLIER MEETS OR EXCEEDS THE KW CAPACITY LISTED.
9. PROVIDE THE FOLLOWING OPTIONS: MONITORING PROTOCOL: MODBUS RTU, VIBRATION ISOLATION KIT, 3" 316SS NSF61 FLEX CONNECTOR, GROOVED (INCLUDES COUPLING), 3" 316SS NSF61 FLEX
CONNECTOR, GROOVED (INCLUDES COUPLING), 85 GALLON SHOCK SUPPRESSOR TANK & VALVING
10. REPRESENTATIVE: HOT WATER PRODUCTS, INC.. PHONE: (414) 434-1371
11. BASED ON PROJECT: JANESVILLE SPORTS CENTER (AARON'S BP) (032980)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
PLUMBING DETAILS AND
CALCULATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P0.2
10/04/2023
220025.00 C2023-15
NTS1WATER SOFTENER PIPING SCHEMATIC
NTS2ICE RESURFACER FILL DETAIL
NTS3RINK REF. LINE DEPTH DETAIL
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
DN
WARMING ROOM
159
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
MAIN COACH
133
TEAM ROOM 5
126
TEAM ROOM 4
127
WET TEAM ROOM
4
123
Y.H. STORAGE
137
WET TEAM ROOM
#2
140
YH COACH
143
UNISEX TLT
141
J.C.
142
TEAM ROOM 2
148
TEAM ROOM 3
149
TEAM ROOM 1
147
ELEV
152
STORAGE
158
TEMP STORAGE
174
GEN STORAGE
153
OFFICE
111
FIRST AID
105
LOADING/RECEIVING/STORAGE
160
MULTI-USE
CONVENTION
SPACE
156
FOOD PREP
115 (A)
J.C.
114
CHECK-IN/RENTAL
107
ADMIN
112
GENERAL
BUILDING
STORAGE
167
F.S. STORAGE
175
LOBBY / LINK
155
ELEC
134
WET TEAM ROOM
3
125
WET TEAM RR
124
IT
150
LAUNDRY
131
MAIN TEAM ROOM
132
HOCKEY
STORAGE
173
WET TEAM ROOM
#1
138
WET TEAM RR
139
REFEREE
145
REFEREE RR
146
MERCYHEALTH
ARENA
136
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
VESTIBULE
100
MAIN LOBBY
101
ICE ARENA LOBBY
117
ICE RINK
CIRCULATION
135
PASSAGE
130
ICE RINK
CIRCULATION
151
MULTI-PURPOSE
AREA
154
UNISEX TLT
128
TRAINING
129
SKATE RENTAL
108
BREAKROOM
109
OFFICE
110
BEER SALES
116
MECHANICAL
168
8" T.O.P. @ 42" DEEP MIN. SEE ICE
RINK PIPING PLAN R500 FOR
REFRIGERATION PIPING DEPTHS.
8" @ 1/16"
6" FCO
8" @ 1/4"
(965 GPM)
8" @ 1/4"
(831 GPM)
6" @ 1/16"
(241 GPM)
4" @ 1/8"
(81 GPM)
8"
8" @ 1/16"
(492 GPM)
12" @ 1/16"
(1323 GPM)
12" @ 1/8"
(2081 GPM)
3" @ 1/16"
(16 GPM)
3" @ 1/16"
(16 GPM)
4" (102 GPM)
A B E F G H J K L M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G.8 L.6 M.3 M.4
5.8
7.2
9
1
2
1
4"
4"
4"6" @ 1/8"
(299 GPM)6" @ 1/8"
(316 GPM)
6" @ 1/4"
(409 GPM)
10" @ 1/16"
(691 GPM)
2"
2"
3"
3"
4" @ 1/8"
4" @ 1/8"
(140 GPM)
GTPROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
3" @ 1/16"
(17 GPM)
4" FCO
4" FCO
FUTURE 4" SAN.
CAP AT WALL.
(60 DFU)
FUTURE 4" SAN.
CAP AT WALL.
(60 DFU)
COMB.
D&V
COMB.
D&V
COMB.
D&V
F.4 F.6
COACHES OFFICE
180
ADD ALT TEAM
ROOM (A)
181
ADD ALT TEAM
ROOM (B)
182
COACHES OFFICE
183
ADD ALT TEAM
ROOM (B)
184
COACHES OFFICE
185ALTALTALT
ALT ALTALTALTALT
ALTALTERNATE BID
14" @ 1/8"
(2220 GPM w/ ALT.)
4" @ 1/16"
(77 GPM w/ALT)
14" @ 1/16"
(1500 GPM w/ ALT.)
(753 GPM w/ALT)
GT
MEN'S
166
WOMEN'S
165
IT/GEN STORAGE
176
CRWCRWCRWCRWCRWCRW
CRW
8" @ 1/8"
(670 GPM)
8" @ 1/8"
(675 GPM)
4" @ 1/16"
(78 GPM w/ALT)
ALT
4" @ 1/4"
(140 GPM)
4" @ 1/8"
(93 GPM)
4" FCO
ALTALT
ALT
ALT
A LTALT
3" FCO
3" FCO
ALTERNATE #1:
DEDUCT (2) 3" RD'S AND STORM PIPING, SWV PIPING TO
S-2, (2) S-1's & DF-1. INSTALL 4" RD, 6" RD, AND STORM
PIPING. INSTALL S-2, (2)S-1's & DF-1 IN ALT LOCATION.
8"
6" @ 1/8"
(245 GPM)
DRY STORAGE
115 (C)ELECTRICAL
113
LOCKER ALCOVE
101 (A)
FCO4"
1"
4"
2" (TYP.)
3" UP
TO WCO
3" UP
TO WCO
2"
1"
1"
4"
6"
8"
COPY AREA
112 (A)
ELECTRIC
157
AV CLOSET
157 (A)
ELECTRICAL
169
STORAGE
135(A)
CW
1"
4"
6"
DMDM
CAPPED FUTURE
DE-MIN. WATER
PIPING
FUTURE
DE-MIN.
PIPING
CAPPED FUTURE DE-MIN.
WATER PIPING
C RW
CRWCRW
COMB.
D&V
COMB.
D&V
COMB.
D&V
4" @ 1/8"
(107 GPM)
CRW
CRW1 1/4"
1"
3"
VESTIBULE
171
1"
1"
1"
1 1/4"2 1/2"
DM
1"DMDMCRWCRW2 1/2"
2 1/2"
2 1/2"
3/4"
1"
2"
3/4"2"3/4"
1"
1"
1 1/4"
(2" w/ALT)
3/4"
3/4"1 1/2"
3"
3"
1"
3/4"
3"1"2 1/2"
1"
2 1/2"
3/4"
2"
3/4"
1"
3/4"
3/4"
3/4"
3/4"
3/4"3/4"
IE: -4.89'
18" @ 1/32"
(2533 GPM
w/ALT)
FCO
6" FCO
3" (8.5 GPM)3" (8.5 GPM)
WOMENS
106B MEN'S
121
PASSAGE
144
METER/RISER
179
CONCESSIONS
115 (B)
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
AV CLOSET
167 (B)
MENS
106A
FAMILY RR
106
FAMILY TLT
162
J.C.
163
3" @ 1/16"
(9 GPM)
3" @ 1/4"
(77 GPM)
IE: -6.80'
6" YCO
3"
4" (94 GPM)
3"
4"
3" @ 1/4"
(64 GPM)
3/4"
4"
3"
2"
2"
3"
2"
1"
3/4"
3/4"
2"2"
3"
FCO
2"
2"
MENS
119
5
P0.1 SP-1
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
6" FCO
FCO
FCO
FCO
2"
FCO
3" FCO
3" FCO
4" FCOFCO
4" FCO
3" FCO
3" FCO
4" FCO
8" COMBINED
WATER SERVICE
3" FCO
3"
4"
3"
4"
4"
4"
8" @ 1/16"
4"
1 1/2"
4"
4"4"
4"
1 1/2"3"
4"
4"4" @ 1/4"
(144 GPM)
3/4"
1 1/4"
3"
3"
4"
3"
2"
3"
4" (66 GPM)2"
3"
2"
3/4"
2"
3/4"
4" WCO
6" @ 1/16"
(197 GPM)
1"2"
1"
3"
2"
SP-1
1"
2"
3"
2"
3"
2"
3"
1 1/2" V-UP
3"
8"
3" FCO
3"
4"
2"
2"
3/4"
FCO 3"
2"
2"
3/4"
4"
4"
4"
3"4"
3/4"
2"
3/4"
4"
2" (TYP.)
3"
1"
1 1/2"
2 1/2"
3"
3"3"
6" FCO4"
4"
4" FCO
2"
2"
12" @ 1/8"
(2081 GPM)
COMB.
D&V
BUILDING FOOT PRINT LOCATION IS INSTALLED OVER AN
EXISTING BUILDING. UNDER FLOOR PLUMBING INSTALLATION
MAY ENCOUNTER ABANDONED PIPING AND APPURTENANCES
BELOW GROUND. REMOVAL OF ABANDONED PIPING OR
APPURTENANCES BELOW GROUND TO INSTALL PIPING AND
MAINTAIN INVERTS FOR GRAVITY FLOW PLUMBING SYSTEM
SHALL BE BY THE P.C.. COORDINATE INVERTS AND ELEVATIONS
WITH SITE PLUMBING AND REFRIGERATION SYSTEMS.
NOTE:
1. PROVIDE 2" RIGID STYROFOAM INSULATION BETWEEN
WATER & WASTE LINES ABOVE OR BELOW
REFRIGERATION LINES. COORDINATE EXACT
LOCATION OF REFRIGERATION LINES WITH
REFRIGERATION CONTRACTOR.
2. PROVIDE 1" THICK FOAMCORE INSULATION ON COLD
WATER LINES 3' BEYOND REFRIGERATION LINES.
COORDINATE EXACT LOCATION OF REFRIGERATION
LINES WITH REFRIGERATION CONTRACTOR.
KEYED PLUMBING NOTES:#
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FOUNDATION PLUMBING
PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.0
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 FOUNDATION PLUMBING PLAN -OVERALL
10/13/202310/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
MAIN COACH
133
Y.H. STORAGE
137
WET TEAM ROOM
#2
140
YH COACH
143
UNISEX TLT
141
J.C.
142
ELEC
134
LAUNDRY
131
MAIN TEAM ROOM
132
WET TEAM ROOM
#1
138
WET TEAM RR
139
MERCYHEALTH
ARENA
136
ICE RINK
CIRCULATION
135
PASSAGE
144
UNISEX TLT
128
TRAINING
129
MECHANICAL
168
METER/RISER
179FCO
8" T.O.P. @ 42" DEEP MIN.
SEE ICE RINK PIPING PLAN
R500 FOR REFRIGERATION
PIPING DEPTHS.
4" @ 1/8"
(81 GPM)
3" @ 1/16"
(16 GPM)
3" @ 1/16"
(16 GPM)
H J K L M P QN
1
2
3
L.6 M.3 M.4
6" FCO
4" FCO
2"
3"
3"
2"
2"4"
COMB.
D&V
COMB.
D&V
3"
2" (TYP.)
FUTURE 4"
SAN. CAP AT
WALL. (60 DFU)
4"
COMB.
D&V
1
2
1
COACHES OFFICE
180
ADD ALT TEAM
ROOM (A)
181
ADD ALT TEAM
ROOM (B)
182
ELECTRICAL
169
STORAGE
135(A)
3"
4"
3" FCO
3"
3"
3"
2"
3" FCO
1 1/2"
2"
2"
4"
4"
2"
2"
2"
3" FCO
2"
2"
1 1/2"
ALT
ALTA
LTALTALTALTALT4" @ 1/16"
(78 GPM w/ALT)
DM
DM
DM
DMDMDMDM
DMDMFUTURE
DE-MIN.
PIPING
CAPPED FUTURE
DE-MIN. WATER
PIPING
1"C R W
CRW
8" @ 1/8"
(675 GPM)
3"CRWCRWCRW1"
1"
ALT
1"
2"
2"
1"
3/4"
2"3/4"
2 1/2"
4"
3"
3" UP TO WCO
3"
3"
3" UP TO WCO
2" (TYP.)
2"
4"
4"
3"
4"
1 1/2"
3"
4"
4"
4"
8"
COMB.
D&V
2"
3"
4"
3"
2"
4"
4"
4"
4"
2"4"
3"
3"
4"
VESTIBULE
171
1"
3/4"
1 1/4"
(2" w/ALT)
1"
3/4"
ALT
1"
2 1/2"
2 1/2"2 1/2" CRW
CRWCRW
CRW
CRWCRW2 1/2"
2 1/2"
3/4"
2"
3/4"
3"
3/4"
1"
1"1"
1"
FCO
1"
ALT
1 1/2"
3" @ 1/16"
(20 GPM)
4"
8" @ 1/16"
6"
IE: -5.19'
1 1/2"
1 1/2"
4" FCO
5
P0.1 SP-1
1 1/2"
1. PROVIDE 2" RIGID STYROFOAM INSULATION BETWEEN
WATER & WASTE LINES ABOVE OR BELOW
REFRIGERATION LINES. COORDINATE EXACT
LOCATION OF REFRIGERATION LINES WITH
REFRIGERATION CONTRACTOR.
2. PROVIDE 1" THICK FOAMCORE INSULATION ON COLD
WATER LINES 3' BEYOND REFRIGERATION LINES.
COORDINATE EXACT LOCATION OF REFRIGERATION
LINES WITH REFRIGERATION CONTRACTOR.
KEYED PLUMBING NOTES:#
BUILDING FOOT PRINT LOCATION IS INSTALLED OVER AN
EXISTING BUILDING. UNDER FLOOR PLUMBING INSTALLATION
MAY ENCOUNTER ABANDONED PIPING AND APPURTENANCES
BELOW GROUND. REMOVAL OF ABANDONED PIPING OR
APPURTENANCES BELOW GROUND TO INSTALL PIPING AND
MAINTAIN INVERTS FOR GRAVITY FLOW PLUMBING SYSTEM
SHALL BE BY THE P.C.. COORDINATE INVERTS AND ELEVATIONS
WITH SITE PLUMBING AND REFRIGERATION SYSTEMS.
NOTE:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FOUNDATION PLUMBING
PLAN -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.0a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FOUNDATION PLUMBING PLAN -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
WARMING ROOM
159
STORAGE
158
TEMP STORAGE
174
LOADING/RECEIVING/STORAGE
160
MULTI-USE
CONVENTION
SPACE
156
GENERAL
BUILDING
STORAGE
167
F.S. STORAGE
175
LOBBY / LINK
155
HOCKEY
STORAGE
173
MULTI-PURPOSE
AREA
154
12" @ 1/16"
(1323 GPM)
8" @ 1/4"
(831 GPM)
8" @ 1/16"
(492 GPM)
4" @ 1/8"
(107 GPM)
8"
4" @ 1/4"
(144 GPM)6" @ 1/16"
(241 GPM)
A B E F G HCD
1
2
3
F.3 F.9 G.8
4" @ 1/8"
4" @ 1/8"
(140 GPM)
4" (140 GPM)
FCO
GT
3" FCO
3" FCO
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
F.4 F.6
WOMEN'S
165
MEN'S
166
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
AV CLOSET
167 (B)
IT/GEN STORAGE
176
ELECTRIC
157
AV CLOSET
157 (A)
3"
2"
3"DMDMDM
CAPPED FUTURE
DE-MIN. WATER
PIPING
2 1/2"CRWCRWCRWCRW
CRW
CRW1 1/4"
1"
3/4"
3/4"
3/4"
4"
3"2"
3"
3"
3"
4" FCO 4"
2"2"
3"
2"3"
6"
4"
4"
4"
4"
COMB.
D&V
COMB.
D&V
1"
1"
1"
3/4"
1 1/4"
1"
1 1/4"
2"
1"
2 1/2"
FAMILY TLT
162
J.C.
163
3"
3/4"3/4"
1"
1"
2"
4"
FCO
2"
1 1/4"
BUILDING FOOT PRINT LOCATION IS INSTALLED OVER AN
EXISTING BUILDING. UNDER FLOOR PLUMBING INSTALLATION
MAY ENCOUNTER ABANDONED PIPING AND APPURTENANCES
BELOW GROUND. REMOVAL OF ABANDONED PIPING OR
APPURTENANCES BELOW GROUND TO INSTALL PIPING AND
MAINTAIN INVERTS FOR GRAVITY FLOW PLUMBING SYSTEM
SHALL BE BY THE P.C.. COORDINATE INVERTS AND ELEVATIONS
WITH SITE PLUMBING AND REFRIGERATION SYSTEMS.
NOTE:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FOUNDATION PLUMBING
PLAN -NE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.0b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FOUNDATION PLUMBING PLAN -NE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
DN
ELEV
152
GEN STORAGE
153
OFFICE
111
FIRST AID
105
MULTI-USE
CONVENTION
SPACE
156
FOOD PREP
115 (A)
CHECK-IN/RENTAL
107
ADMIN
112
WOMENS
106B
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
VESTIBULE
100
MAIN LOBBY
101
MULTI-PURPOSE
AREA
154
SKATE RENTAL
108
BREAKROOM
109
OFFICE
110
8" @ 1/4"
(965 GPM)
4" @ 1/8"
(93 GPM)
A B E F HCD
4
5
6
8
7
F.3 F.9
5.8
7.2
9
4" FCO
4"
3" @ 1/16"
(17 GPM)
6" @ 1/8"
(299 GPM)
6" @ 1/8"
(316 GPM)
FCO
4" FCO
4" FCO
4"
4"
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
F.4 F.6
CONCESSIONS
115 (B)
LOCKER ALCOVE
101 (A)
COPY AREA
112 (A)
2"
CRW
CRW
1"
4" (66 GPM)
3"
3" FCO ALT
ALT
ALT
ALT
ALT
ALT
3"
4"
6" @ 1/8"
(245 GPM)
18" @ 1/32"
(2533 GPM
w/ALT)
6" YCO
6" YCO
ALTERNATE #1:
DEDUCT (2) 3" RD'S AND STORM PIPING, SWV PIPING TO
S-2, (2) S-1's & DF-1. INSTALL 4" RD, 6" RD, AND STORM
PIPING. INSTALL S-2, (2)S-1's & DF-1 IN ALT LOCATION.
2"
2"
4"
2"
4"
2"
6" FCO
6"
4"
3"IE: -4.89'
3/4"
3/4"
1"3/4"
3/4"
1"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
2 1/2"
1 1/2"
3" (8.5 GPM)3" (8.5 GPM)
MENS
106A
FAMILY RR
106
SP-1
6" @ 1/16"
(197 GPM)
2"
3"
4"
3/4"
3/4"
ALT
ALT3/4"
2"
4"
2"
2"
1/2"
3" @ 1/8"
(38 GPM)
3" @ 1/4"
(64 GPM)
2"
3"
3"
4" WCO
2"
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
BUILDING FOOT PRINT LOCATION IS INSTALLED OVER AN
EXISTING BUILDING. UNDER FLOOR PLUMBING INSTALLATION
MAY ENCOUNTER ABANDONED PIPING AND APPURTENANCES
BELOW GROUND. REMOVAL OF ABANDONED PIPING OR
APPURTENANCES BELOW GROUND TO INSTALL PIPING AND
MAINTAIN INVERTS FOR GRAVITY FLOW PLUMBING SYSTEM
SHALL BE BY THE P.C.. COORDINATE INVERTS AND ELEVATIONS
WITH SITE PLUMBING AND REFRIGERATION SYSTEMS.
NOTE:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FOUNDATION PLUMBING
PLAN -NW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.0c
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FOUNDATION PLUMBING PLAN -NW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
TEAM ROOM 5
126
TEAM ROOM 4
127
WET TEAM ROOM
4
123
YH COACH
143
J.C.
142
TEAM ROOM 2
148
TEAM ROOM 3
149
TEAM ROOM 1
147
ELEV
152
FOOD PREP
115 (A)
J.C.
114
WET TEAM ROOM
3
125
WET TEAM RR
124
IT
150
REFEREE
145
REFEREE RR
146
MERCYHEALTH
ARENA
136
ICE ARENA LOBBY
117
PASSAGE
130
PASSAGE
144
ICE RINK
CIRCULATION
151
UNISEX TLT
128
BEER SALES
116
3" @ 1/4"
(77 GPM)
12" @ 1/8"
(2081 GPM)
H J K L M P QN
5
6
8
7
L.6 M.3 M.4
5.8
7.2
9
FUTURE 4" SAN.
CAP AT WALL.
(60 DFU)
4"
10" @ 1/16"
(691 GPM)
COMB.
D&V
1 1/2"
3"
3"
2"
4"
3" FCO
6" @ 1/4"
(409 GPM)
GT
FCO
FCO
ADD ALT TEAM
ROOM (B)
182
COACHES OFFICE
183
ADD ALT TEAM
ROOM (B)
184
COACHES OFFICE
185
CONCESSIONS
115 (B)
14" @ 1/16"
(1500 GPM w/ ALT.)
14" @ 1/8"
(2220 GPM w/ ALT.)
ELECTRICAL
113
DRY STORAGE
115 (C)
2"
3"
3"
3"3" FCO
3"
2"
2"
2"
4"
3"
3"
2"
3" FCO
1 1/2"
FCO
2"
2"2"
4"ALTALT ALTALTA L T
ALTALT
(753 GPM w/ALT)
4" @ 1/16"
(77 GPM w/ALT)
6" YCO
FCO
2"
8" @ 1/8"
(670 GPM)CRWCRWCRWCRWC R W
CRWCRW
CRW
1"
1"
1"
ALT
3/4"
2"3/4"
ALT
3" UP TO WCO
2" (TYP.)
3"
8"
6"
2"
3"
8"
8"
8"
2"4"
3"
4"
4"
8"
3"
1 1/2"
3/4"
3"
3"
ALT
2"
3/4"
3"
3/4"
3/4"
2"
3"
1"
3/4"
1"
2 1/2"3/4"
3/4"
1"
3/4"
2 1/2"
3/4"
3/4"
2"
3/4"FCO
1 1/2"
1"
A LT
3/4"
MEN'S
121
3"3/4"
2"
4" @ 1/4"
(140 GPM)
3" @ 1/16"
(9 GPM)
4" (94 GPM)
4"
MENS
119
FCO
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
3"
4" FCO
8" @ 1/8"
(652 GPM)
1 1/2"
2"
1 1/2"
2"2"
4"2"
6" FCO
4"
6"
3"
4"
FCO
3"
1 1/2"2"3"
3"
2"
1 1/2"
4"
2 1/2"
12" @ 1/8"
(2081 GPM)
COMB. D&V
BUILDING FOOT PRINT LOCATION IS INSTALLED OVER AN
EXISTING BUILDING. UNDER FLOOR PLUMBING INSTALLATION
MAY ENCOUNTER ABANDONED PIPING AND APPURTENANCES
BELOW GROUND. REMOVAL OF ABANDONED PIPING OR
APPURTENANCES BELOW GROUND TO INSTALL PIPING AND
MAINTAIN INVERTS FOR GRAVITY FLOW PLUMBING SYSTEM
SHALL BE BY THE P.C.. COORDINATE INVERTS AND ELEVATIONS
WITH SITE PLUMBING AND REFRIGERATION SYSTEMS.
NOTE:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FOUNDATION PLUMBING
PLAN -SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.0d
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FOUNDATION PLUMBING PLAN -SW QUAD 10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
WARMING ROOM
159
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
MAIN COACH
133
TEAM ROOM 5
126
TEAM ROOM 4
127
WET TEAM ROOM
4
123
Y.H. STORAGE
137
WET TEAM ROOM
#2
140
YH COACH
143
UNISEX TLT
141
J.C.
142
TEAM ROOM 2
148
TEAM ROOM 3
149
TEAM ROOM 1
147
ELEV
152
STORAGE
158
TEMP STORAGE
174
GEN STORAGE
153
OFFICE
111
FIRST AID
105
LOADING/RECEIVING/STORAGE
160
MULTI-USE
CONVENTION
SPACE
156
FOOD PREP
115 (A)
J.C.
114
CHECK-IN/RENTAL
107
ADMIN
112
GENERAL
BUILDING
STORAGE
167
F.S. STORAGE
175
LOBBY / LINK
155
ELEC
134
WET TEAM ROOM
3
125
WET TEAM RR
124
IT
150
LAUNDRY
131
MAIN TEAM ROOM
132
HOCKEY
STORAGE
173
WET TEAM ROOM
#1
138
WET TEAM RR
139
REFEREE
145
REFEREE RR
146
MERCYHEALTH
ARENA
136
MEN'S
121
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
VESTIBULE
100
MAIN LOBBY
101
ICE ARENA LOBBY
117
ICE RINK
CIRCULATION
135
PASSAGE
130
PASSAGE
144
ICE RINK
CIRCULATION
151
MULTI-PURPOSE
AREA
154
UNISEX TLT
128
TRAINING
129
TDTD
TD
SKATE RENTAL
108
BREAKROOM
109
OFFICE
110
BEER SALES
116
MECHANICAL
168
METER/RISER
179
FD-1
FD-2
FD-2
HR-1
FD-2
FD-2
FD-2
WMB-1
F.P.
METER
WC-2
WC-1
(4)SH-1
(3)L-1
UR-2
FD-1
FD-1
HWH-2
FD-1
DF-1
LT-1
WC-2
L-1
L-1
UR-2
WC-2
SH-2
SH-1
SH-1
(12)WC-1
UR-2 (5)UR-1 (2)WC-2
L-1
MB-1HWH-1
FD-1
FD-1
FD-1
FD-1
S-3WC-2
(3)WC-1
(3)L-1
FD-1
S-1
S-1
S-2 DF-1
SH-1
SH-1
SH-2
L-1
UR-2
WC-2
FD-1
FD-1 HWH-3
MB-1
DF-1
WC-2
L-1
WC-2 SH-3
L-1 FD-1
HWH-4
(2)WMB-1
SP-1
6" RD-1
(418 GPM)
6" RD-1
(413 GPM)
6" RD-1
(414 GPM)
6" RD-1
(551 GPM)
3" RD-1
(64 GPM)
3" RD-1
(38 GPM)
3" RD-1
(71 GPM)
4" RD-1
(126 GPM)
4" RD-1
(93 GPM)
4" RD-1
(94 GPM)
4" RD-1
(81 GPM)
4" RD-1
(140 GPM)
4" RD-1
(144 GPM)
4" RD-1
(54 GPM)
3" RD-1
(53 GPM)
3" RD-1
(16 GPM)
3" @ 1/8"
4" @ 1/16"
4" @ 1/4"
4" @ 1/8"
3" @ 1/16"
4" @ 1/16"
4" @ 1/8"
3" @ 1/8"
3" @ 1/4"
8" @ 1/8"
6" @ 1/4"
6" @ 1/4"
6" @ 1/4"
4" RD-1
(78 GPM)
3" RD-1
(77 GPM)
A
B E F G H J K L M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G.8 L.6 M.3M.4
5.8
7.2
9
F.4 F.6
COACHES OFFICE
180
ADD ALT TEAM
ROOM (A)
181
ADD ALT TEAM
ROOM (B)
182
COACHES OFFICE
183
ADD ALT TEAM
ROOM (B)
184
COACHES OFFICE
185
3" (8.5 GPM)
3" @ 1/16"
(9 GPM)3" @ 1/16"
(53 GPM)CRWCRWCRW
TMVEEWS-1
EEWS-1
3" @ 1/16"
FD-1
(4)L-1
(9)WC-1 (2)WC-2
(2)UR-2 (3)UR-1
(2)WC-2WC-1
(7)L-1
FD-1
FD-1
GT
SH-2
2" VTR
ALTERNATE BID
ALTERNATE BID
4" RD-1
(77 GPM)
4" @ 1/16"
(77 GPM)
w/ ALT.
2
P0.2
6
P0.1 TMV-3
(2) 4" HWH VENTS.
TERMINATE THRU
WALL LESS ALT.
4" VTR
2" VTR
3" RD-1
(53 GPM)
3" VTR
2" VTR
2" VTR
3" VTR
H&C
HR-3
TD
CW THRU THERMO
TANKS FOR PREHEAT
FS-2
FD-2
4" RD-1
(77 GPM)
SH-1
SH-2
WC-2WC-1L-1
FD-1
STORAGE
135(A)
WOMEN'S
165
MEN'S
166
CONCESSIONS
115 (B)
LOCKER ALCOVE
101 (A)
COPY AREA
112 (A)
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
AV CLOSET
167 (B)
IT/GEN STORAGE
176
ELECTRIC
157
AV CLOSET
157 (A)
ELECTRICAL
169
ELECTRICAL
113
DRY STORAGE
115 (C)
HD-1
FD-2
HD-1
HWH-1
HEAT TRACE
RD PIPING
HEAT TRACE
RD PIPING
ALTERNATE #1:
DEDUCT (2) 3" RD'S AND STORM PIPING, SWV PIPING TO
S-2, (2) S-1's & DF-1. INSTALL 4" RD, 6" RD, AND STORM
PIPING. INSTALL S-2, (2)S-1's & DF-1 IN ALT LOCATION.
TMV-1
TMV-2
FD-1
FD-1
SH-1
SH-2
SH-1
SH-1
FD-1
SH-1
SH-1
SH-2
SH-1
L-1
L-1
UR-1
WC-2
WC-2
WC-1 UR-1
L-1
L-1
DF-1FS-1
FS-1
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
INSTALL DEDUCT WATER METER TO
PIPING FOR MECH ROOM & FINISHING
EQUIP. ROOM. WATER PIPE MATERIAL
AFTER METER TO BE PER 22 67 00.
FD-2FD-2
2" VTR
RISE UNDER
STAIRS
HD-1
WC-1
HD-1
8" @ 1/8"
(670 GPM)
3"
3" RD-2
FD-1
FS-1
HD-1
3" UP
(2) 4" HWH
VENT -UP
4"
4"
2"
2"
2" VTR
4" RD-1
(66 GPM)
2" VTR
6" RD-1
(245 GPM)
6" @ 1/8"
S-1S-1
S-2
DF-1
1 1/2"
1 1/2"
2"
3" RD-2
2" VTR VESTIBULE
171
HR-1
HR-2
3" WCO
3" WCO,
3" W-DN,
2" V-UP
FD-1
HD-1
FCO
FCO
FCO
HD (CLW)
3" (8.5 GPM)
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
SEE ARCH DWGS FOR PIPE SPACE.
WH-1
WH-1
WH-1
WH-1
WOMENS
106B
MENS
106A
FAMILY RR
106
FAMILY TLT
162
J.C.
163
L-1
WC-2
FD-1
HD-1
MB-1
3" WCO,
3" DN,
1 1/2" V-UP
WC-2
L-1
FD-1
L-1
WC-2 FD-1
WC-2
UR-2(2)L-1
FD-1
6" ST-DN 3" VTR
L-1
DF-1
WC-2
(4)L-1 3" FD-1
3" FD-1
(12)WC-1
3" FD-1
(3)WC-1
2" VTR
1 1/2" CLV
WS-1 BP-1
HD-1TMV-2
MENS
119
2"
3"
2"
3"
3"
4" WCO4" WCO
3" WCO
4" WCO
2"3"2"
1 1/2"
1 1/2"1 1/2"
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
4" @ 1/4"
FD-1
GT
4" @ 1/16"
(77 GPM)
w/ ALT.
2" VENT, LESS ALT.
RISE UNDER
STAIRS
RISE UNDER
STAIRS
RISE UNDER
STAIRS
8" @ 1/8"
(675 GPM)
BP EXP. TANK
FD-2
4"
3"
CRW
3"
RISE UNDER
STAIRS
2 1/2"2"2 1/2"2"
2"
1"1 1/4"
1 1/4"
2 1/2"
(2)WC-2
(2)L-1
(7)L-1
(2)WC-2
3" FD-1
1 1/2"
3"
HB-4
HB-4
HB-1
HB-4
HB-4
HB-4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
FIRST FLOOR PLUMBING
PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
P1.1
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 FIRST FLOOR PLUMBING PLAN -OVERALL
10/13/202310/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
SD
SD
SD
TDTD
FD-2
FD-2
H&C
HR-3
WMB-1
FD-2
FD-2
EEWS-1
F.P.
METER
FD-1
WC-2
WC-1
UR-2
SH-2(4)SH-1
L-1
L-1
L-1
FD-1
DF-1LT-1
WC-2
L-1
FD-1
HWH-2
SH-1
SH-1
SH-2
L-1
UR-2
WC-2
FD-1
HWH-3
FD-1 MB-1
DF-1
WC-2
L-1
4" RD-1
(81 GPM)
3" RD-1
(16 GPM)
4" @ 1/8"
3" @ 1/16"
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
MAIN COACH
133
Y.H. STORAGE
137
WET TEAM ROOM
#2
140
YH COACH
143
UNISEX TLT
141
J.C.
142
ELEC
134
LAUNDRY
131
MAIN TEAM ROOM
132
WET TEAM ROOM
#1
138
WET TEAM RR
139
MERCYHEALTH
ARENA
136
ICE RINK
CIRCULATION
135
UNISEX TLT
128
TRAINING
129
METER/RISER
179
STORAGE
135(A)
H J K L M P QN
1
2
3
L.6 M.3 M.4
3" @ 1/16"
FD-2
HD-1
HWH-1
FD-2
HD-1
WS-1 BP-1
2" VTRCRWCRWCRW
TMV
UP TO RH
COACHES OFFICE
180
ADD ALT TEAM
ROOM (A)
181
ADD ALT TEAM
ROOM (B)
182
ELECTRICAL
169
PASSAGE
144
MECHANICAL
168
4" FCO
HD-1
2" VTR
FD-2
FS-2
2"
2" VTR
CW THRU THERMO
TANKS FOR PREHEAT
TD
ALTERNATE BID4" RD-1
(77 GPM)
4" @ 1/16"
(77 GPM)
w/ ALT.
RISE UNDER
STAIRS
FD-1
(2)WMB-1
RISE UNDER
STAIRS
TMV-3 6
P0.1
(2) 4" HWH VENTS.
TERMINATE THRU
WALL LESS ALT.
4" VTR FD-1
SH-1
SH-2
SH-1
SH-1
FD-1
SH-1
SH-1
SH-2
SH-1
L-1
L-1
UR-1
WC-2
WC-2
WC-1
UR-1
L-1
L-1
3" VTR
2"
4"
FD-1
HD-1
2" VENT, LESS ALT.
TMV-2
4"
4"
RISE UNDER
STAIRS
TMV-2
3" FCO
2"
2"
EEWS-1
INSTALL DEDUCT WATER METER TO
PIPING FOR MECH ROOM & FINISHING
EQUIP. ROOM. WATER PIPE MATERIAL
AFTER METER TO BE PER 22 67 00.
8" @ 1/8"
(675 GPM)
1 1/4"
WH-1
1"
2"2 1/2"
4"
2"
BP EXP. TANK
WH-1
FD-2
WC-1
3" WCO
3" W-DN,
2" V-UP
3" WCO
3" W-DN,
2" V-UP
2"
3"
2"
1 1/2"
2"
1 1/2"
3"2"
2" VTR
1 1/2"
1 1/2"
RISE UNDER
STAIRS
2"
VESTIBULE
171
CRW
4"
3"
3"
3"
2"
2 1/2"
2"
1 1/4"
3/4"
3" RD-1
(20 GPM)
HD-1
HD (CLW)
Space
176
2" VTR
1 1/2" CLV
HD-1
2 1/2"
HB-1
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
FIRST FLOOR PLUMBING
PLAN -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.1a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR PLUMBING PLAN -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
FD-2
TD
TD
FD-2
FD-1
HWH-4
MB-1
(4)L-1
(9)WC-1 (2)WC-2
(2)UR-2 (3)UR-1
HR-1
H&C
HR-3
6" RD-1
(418 GPM)
6" RD-1
(413 GPM)
6" RD-1
(414 GPM)
4" RD-1
(140 GPM)
4" RD-1
(144 GPM)
4" RD-1
(54 GPM)
3" RD-1
(53 GPM)
3" @ 1/8"
4" @ 1/16"
4" @ 1/4"
6" @ 1/4"
6" @ 1/4"
WOMEN'S
165
MEN'S
166
WARMING ROOM
159
STORAGE
158
TEMP STORAGE
174
LOADING/RECEIVING/STORAGE
160
MULTI-USE
CONVENTION
SPACE
156
GENERAL
BUILDING
STORAGE
167
F.S. STORAGE
175
LOBBY / LINK
155
HOCKEY
STORAGE
173
MULTI-PURPOSE
AREA
154
A
B E F G HCD
1
2
3
F.3 F.9 G.8
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.GT
(2)WC-2WC-1FD-1
FD-1
FD-1
(7)L-1
F.4 F.6
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
AV CLOSET
167 (B)
IT/GEN STORAGE
176
ELECTRIC
157
AV CLOSET
157 (A)
2
P0.2
4"
4"
3" VTR
2"
2"
2" VTR
8" DN
6" @ 1/4"
WH-1
FS-1
FS-1 DF-1
HR-1
H-2
FAMILY TLT
162
J.C.
163
3" WCO, 3" DN,
1 1/2" V-UP
HD-1
FD-1
4" @ 1/4"
WC-2
L-1
2"
4" WCO4" WCO
HB-4
HB-4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
FIRST FLOOR PLUMBING
PLAN -NE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.1b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR PLUMBING PLAN -NE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
DN
SP-1
FD-1
S-3WC-2
UR-2
WC-2(3)WC-1
(3)L-1
FD-1
S-1
S-1
S-2 DF-1
6" RD-1
(414 GPM)
8" RD-1
(551 GPM)
3" RD-1
(64 GPM)
3" RD-1
(38 GPM)
3" RD-1
(71 GPM)
4" RD-1
(126 GPM)
4" RD-1
(93 GPM)
4" @ 1/8"
3" @ 1/8"
3" @ 1/4"
8" @ 1/8"
CONCESSIONS
115 (B)
LOCKER ALCOVE
101 (A)
COPY AREA
112 (A)
CHECK-IN/RENTAL
107
ELEV
152
GEN STORAGE
153
OFFICE
111
FIRST AID
105
ADMIN
112
WOMENS
106B
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
VESTIBULE
100
MAIN LOBBY
101
MULTI-PURPOSE
AREA
154
SKATE RENTAL
108
BREAKROOM
109
OFFICE
110
A
B E F HCD
4
5
6
8
7
F.3 F.9
5.8
7.2
9
F.4 F.6
3" (8.5 GPM)
2" VTR
1 1/2"
HEAT TRACE
RD PIPING
1 1/2"
3" VTR2" VTR
4"
4"
3" UP
(2) 4" HWH
VENT -UP
6" @ 1/4"
8" DN
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
WH-1
3" RD-23" RD-2
4" RD-1
(66 GPM)
S-1S-1
S-2
DF-1
1 1/2"
1 1/2"
2" VTR
6" RD-1
(245 GPM)
6" @ 1/8"
ALTERNATE #1:
DEDUCT (2) 3" RD'S AND STORM PIPING, SWV
PIPING TO S-2, (2) S-1's & DF-1. INSTALL 4" RD,
6" RD, AND STORM PIPING. INSTALL S-2, (2)S-1's
& DF-1 IN ALT LOCATION.
2"
1 1/2"
1 1/2"
2"
FD-1
HEAT TRACE
RD PIPING
3" (8.5 GPM)
MENS
106A
FAMILY RR
106
3" @ 1/4"
(2)L-1
1 1/2"
FD-1
6" ST-DN
L-1
WC-2 FD-1
WC-2
L-1
FD-1
1 1/2"
4" WCO
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
HB-4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
FIRST FLOOR PLUMBING
PLAN -NW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.1c
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR PLUMBING PLAN -NW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
HC
HC
HC
DF-1LT-1
WC-2
L-1
FD-1
L-1
UR-2
WC-2
SH-1
SH-2
SH-1
FD-1
(12)WC-1
WC-2
UR-2 (5)UR-1
(3)WC-1
(4)L-1
(7)L-1
HWH-3
FD-1 MB-1
DF-1
L-1
WC-2 SH-3
FD-1
MB-1
FD-1
HWH-1
FD-1
FD-1
FD-1
4" RD-1
(94 GPM)
4" RD-1
(78 GPM)
3" RD-1
(53 GPM)
3" RD-1
(77 GPM)
4" @ 1/16"
TEAM ROOM 5
126
TEAM ROOM 4
127
WET TEAM ROOM
4
123
YH COACH
143
J.C.
142
TEAM ROOM 2
148
TEAM ROOM 3
149
TEAM ROOM 1
147
ELEV
152
FOOD PREP
115 (A)
J.C.
114
WET TEAM ROOM
3
125
WET TEAM RR
124
IT
150
REFEREE
145
REFEREE RR
146
MERCYHEALTH
ARENA
136
MEN'S
121
ICE ARENA LOBBY
117
PASSAGE
130
ICE RINK
CIRCULATION
151
UNISEX TLT
128
TRAINING
129
BEER SALES
116
H J K L M P QN
5
6
8
7
L.6 M.3 M.4
5.8
7.2
9
ADD ALT TEAM
ROOM (B)
182
COACHES OFFICE
183
ADD ALT TEAM
ROOM (B)
184
COACHES OFFICE
185
3" @ 1/16"
(53 GPM)
3" @ 1/16"
(9 GPM)
GT
PASSAGE
144 SH-1L-1
L-1
2"FD-1
HD-1
2" VENT, LESS ALT.
4" RD-1
(77 GPM)
4" @ 1/16"
(77 GPM)
w/ ALT.
SH-1
SH-2
WC-2WC-1L-1
3" FCO
3" VTR
3"
2"
HEAT TRACE
RD PIPING
3" @ 1/4"
3" VTR
1 1/2"
HD-1
2" VTR
2"
4"
4"
3" UP
(2) 4" HWH
VENT -UP
FD-1
8" @ 1/8"
(670 GPM)
3" RD-2
FS-1
1 1/2"
TMV-1
RISE UNDER
STAIRS
2"
DRY STORAGE
115 (C)
FD-1
3"
L-1
ELECTRICAL
113
4" @ 1/8"
L-1
WC-2
DF-1
3" FD-1
3" FD-1
WC-2 WC-2
(12)WC-1
WC-2
3" FD-1
HD-1
1 1/2"MENS
119
3"
3"
2"
3"
3" WCO
2"2"3"
3" CONDUCTOR TO BE IN WALL
FRAME. SEE ARCH DWGS FOR
CONDUCTOR PIPE SPACE.
3" FD-1
WC-2WC-2
(2)L-1
2"
HB-4
HB-4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
FIRST FLOOR PLUMBING
PLAN -SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.1d
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR PLUMBING PLAN -SW QUAD 10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
PRESS BOX
203
SPONSOR SUITE
202
Space
113
MEZZANINE
201
Space
121
A
B E F G H J K L M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G.8 L.6 M.3M.4
5.8
7.2
9
F.4 F.6
6" RD-1
(340 GPM)
6" RD-1
(335 GPM)
6" RD-1
(335 GPM)
6" RD-1
(335 GPM)
3" VTR
(LESS ALT. #2)
2" VTR
ADD 4" RD W/
ALT. BID #2
ACCEPTANCE
4" HWH VTR
(W/ ALT. #2)
3" VTR (W/ ALT. #2)
ADD 4" RD W/
ALT. BID #2
ACCEPTANCE
3" VTR (W/ ALT. #2)
2" VTR
3" VTR
2" VTR
3" VTR
2" VTR
(2) 4" HWH VTR
3" SAN VTR
2" VTR
2" VTR3" VTR
2" VTR
RH-1
2" VTR
RD-2
RD-2RD-2
(2) 4" HWH VTR
(4) 4" HWH VTR
HWH V-THRU WALL
(LESS ALT. #2)
(2) 4" HWH VTR
2" CLVTR
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
SECOND FLOOR
PLUMBING PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
P1.2
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 SECOND FLOOR PLUMBING PLAN -OVERALL
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
6" RD-1
(340 GPM)
6" @ 1/4"
6" RD-1
(335 GPM)
6" @ 1/8"
H J K L M P QN
1
2
3
L.6 M.3 M.4
RH-1
2" VTR
ADD 4" RD W/
ALT. BID #2
ACCEPTANCE
4" HWH VTR
(W/ ALT. #2)
3" VTR (W/ ALT. #2)
2" VTR
2" VTR
8" DN
2" VTR
(4) 4" HWH VTR
HWH V-THRU WALL
(LESS ALT. #2)
2" CLVTR
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
SECOND FLOOR
PLUMBING PLAN -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.2a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 SECOND FLOOR PLUMBING PLAN -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
6" RD-1
(335 GPM)
6" RD-1
(335 GPM)
H J K L M P QN
5
6
8
7
L.6 M.3 M.4
5.8
7.2
9
3" VTR
(LESS ALT. #2)
ADD 4" RD W/
ALT. BID #2
ACCEPTANCE
3" VTR (W/ ALT. #2)
2" VTR
3" VTR
2" VTR
(2) 4" HWH VTR
3" SAN VTR
3"
6" @ 1/8"
6" @ 1/8"
8" DN
RD-2
(2) 4" HWH VTR
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
SECOND FLOOR
PLUMBING PLAN -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P1.2b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 SECOND FLOOR PLUMBING PLAN -SW QUAD 10/13/202310/04/2023
BID DOCUMENT SET
TYP
4' - 0"
41
41
41
41
41
6" RD-1
(418 GPM)
6" RD-1
(413 GPM)
6" RD-1
(414 GPM)
6" RD-1
(551 GPM)
3" RD-1
(64 GPM)
3" RD-1
(38 GPM)
3" RD-1
(71 GPM)
4" RD-1
(126 GPM)
4" RD-1
(93 GPM)
4" RD-1
(94 GPM)
4" RD-1
(78 GPM)
3" RD-1
(53 GPM)
3" RD-1
(77 GPM)
6" RD-1
(335 GPM)
6" RD-1
(340 GPM)
4" RD-1
(81 GPM)
4" RD-1
(140 GPM)
4" RD-1
(144 GPM)
4" RD-1
(54 GPM)
3" RD-1
(53 GPM)
RH-1
RH-1
3" RD-1
(16 GPM)
6" RD-1
(335 GPM)
6" RD-1
(335 GPM)
A
B E F G H J K L M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G.8 L.6 M.3M.4
5.8
7.2
9
3" RD-1
(20 GPM)
F.4 F.6
(2) 4" HWH VTR
3" SAN VTR
RD-2
RD-2RD-2
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
ROOF PLUMBING PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
P1.3
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 ROOF PLUMBING PLAN
10/13/202310/04/2023
BID DOCUMENT SET
TD
TD
6" FCO
4" FCO
FD
FD
4" FD
4" FCO
FD
HD
HD
2" VTR
TD
TD
FD
FD
FD
FD
FD
FS
4" FCO
2" VTR
2"
3"
3"
1 1/2"
4"
FD
WMB
2"
FS
3"
3" FCO
FS
SINK
2"
3"
MB
3" FCO
3" FCO 2" GW
4" FCO
3" FD
4-COMP.
SINK
SINK
2" VTR
GT
PROVIDE EXTERIOR GT
VACUUM PIPE PER
MANUFACTURER
REQUIREMENTS. MINIMUM 24"
ABOVE FINISH GRADE.
3"
3"2"
2"
3"
1 1/2"
1 1/2"
COMB.
D&V
1 1/2"
1 1/2"
4" 23
6"
4"
6"162
4"
4"
4"
3"
4"
1 1/2"
4"
4"
COMB.
D&V 222
4"
8" @ 1/16"
4" PIPE 6" BELOW
WATER LEVEL
4"
4"
2" VTR
1 1/2"
3"4"
4"
8" 234
COMB.
D&V
COMB.
D&V
MB
HD
FD
2"
3"
3" WCO DF
1 1/2"
3"
FCO
LAV
LAVLAV
LAV
LAVLAV
LAV
2"
2"FD
3"
4"
FD
FD
LAV
LAV
LAV
LAV
LAV
2"
2"3"
3"
2"
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
UR
UR
UR
UR
UR
3" VTR
2"
2"
2"
34
15
4" WCO
4"100
1 1/2"
1 1/2"
4" WCO
32
3"
1 1/2"
4"
CV
1 1/2" SP-1
RECESSED PIT.
PUMPING
11
1 1/2"
Interior Interceptor
Qty Length Width Depth Gallons
Sink 1 1 24.00 18.00 16.00 22.44
Total Gallons from Sinks
Total GPMUse this GPM w/o DW
22.44
22.44
1
P2.1
5
P0.1
NOTE:
SEE HD SPECS. ALL HD RISERS TO BE
ONE NOMINAL PIPE SIZE LARGER
THAN TRAP SIZE. ALL COMBINATION
DRAIN & VENT FD'S & HD'S TRAPS TO
BE 36" MAX BELOW FINISH FLOOR.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
WASTE AND VENT PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P2.0
10/04/2023
220025.00 C2023-15
NTS1PARTIAL WASTE AND VENT PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
3" FCO SINK
2" VTR
SINK
2"
2"
1 1/2"
3"
NOTE: SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS
FOR DESCRIPTION OF ALTERNATES.
ALTERNATE #1: DEDUCT BASE BID PIPING AND ADD
ALTERNATE PIPING TO PLUMBING.
SINK
LAV
DF
WC
FD
1 1/2"
1 1/2"
2"
2" VTR
FCO
SINK
SINK
SINK
FCO
3" FCO
3" FCO
PROVIDE EXTERIOR GT VACUUM PIPE
PER MANUFACTURER REQUIREMENTS.
MINIMUM 24" ABOVE FINISH GRADE.
GT
FD
SINK
2" VTR
FD
FD
3" FCO
FD
HD
MB
SINK
4-COMP.
SINK
8" @ 1/16"
SH
FD
WC
LAV
3" VTR
FCO
HD FD MB
DF
WC
FD
LAV
FCO
SH
SH
SH
FD
WC
RISE UNDER STAIRS
UR
LAV8"234
1 1/2"
2"1 1/2"
2"
2"
4"
4"
2"
2"
2"
2"
2"
8"
2"
2"
1 1/2"
2"2"
4"
3"
3"
1 1/2"
3"
3"
2"
3"
2"1 1/2"
2"
4"
2"
2"2"
8"
1 1/2"
2"
1 1/2"
2"
2"
1 1/2"
2"
4" 69
2"
6" FCO
2"
SINK
COMB.
D&V
6"
2"
2"
3" GW
1 1/2"
2"
1 1/2"
6" 93
8" 282
8"
3"
3"3"
3"
COMB.
D&V
389
FCO
FD
FS
3"
3" FCO
3"
1 1/2"3"
4"
26
LAVLAV
FD
WC
WC
WC
WC
WC
UR
3" VTR
FD
LAV
LAV
LAV
1 1/2"
4"
2"
3"
3"
FCO
SINK WC LAV FD
DF
2"
4"
2"
1 1/2"
3"
1 1/2"
1 1/2"
1 1/2"
4"
1 1/2"
4" WCO
3" WCO
1 1/2"
1 1/2"
3"
2"
1 1/2"2"
2"
4"11
1 1/2"
2"
1 1/2"
1 1/2"
FCO
Interior Interceptor
Qty Length Width Depth Gallons
Sink 1 1 24.00 18.00 16.00 22.44
Total Gallons from Sinks
Total GPMUse this GPM w/o DW
22.44
22.44
1
P2.2
1
P2.0
NOTE:
SEE HD SPECS. ALL HD RISERS TO BE
ONE NOMINAL PIPE SIZE LARGER
THAN TRAP SIZE. ALL COMBINATION
DRAIN & VENT FD'S & HD'S TRAPS TO
BE 36" MAX BELOW FINISH FLOOR.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
WASTE AND VENT PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P2.1
10/04/2023
220025.00 C2023-15
NTS1PARTIAL WASTE AND VENT PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
FCO
SH
SH
FD
4"
2"
2"
2"
3"
LAV
WC
WC
3" VTR (w/ ALT)
3" VTR (w/ ALT)
2"
2"
3"
FD
FD SH
SH
SH
SH
SH
SH
SH
SH
3"
2"
2" (TYP.)
3"
3" WCO
3" WCO
3"
2"
3"
2"
LAV
LAV
UR
WC
WC
WC
WCUR
LAV
LAV
3"
2"
1 1/2"
1 1/2"
3"
4"
4"
2"
1 1/2"
2"
2" (w/ ALT)
2"
2"
1 1/2"
NOTE: SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DESCRIPTION OF ALTERNATES.
ALTERNATE #2: DEDUCT BASE BID PIPING AND ADD ALTERNATE PIPING TO ADDITIONAL FIXTURES,
ROUGH IN PLUMBING PIPING ONLY. INCLUDE FIXTURE ROUGH IN, INCLUDE PIPING
LOOP FOR SHOWER VALVE MAIN SUPPLY LOOP WITH SHOWER ROOM BYPASS,
BYPASS VALVES, AND SHUT OFF VALVES TO FUTURE SHOWER VALVES ONLY.
ALTERNATE #3: ADD FIXTURE PIPING, FIXTURE, AND FIXTURE FINISHES COMPLETE.
3" FCO
SH
SH
SH
FD
RISE UNDER STAIRS
WC
LAV
3" VTR
(LESS ALT.)
3"
4"
2"
3"
2"
1 1/2"
FUTURE 4" SAN.
CAP AT WALL
(60 DFU)
3" HD
HD
FD
FD
LAVWC
LT
DF
4"
FUTURE 4" SAN.
CAP AT WALL
(60 DFU)
(LESS ALT.)3" FCO
RISE UNDER STAIRS
FDWMB
3"
4"
4" FCO
RISE UNDER STAIRS
2" VTR
FD
LAV
LAV
LAV
FD WC
WC
UR
SH
SH
SH
SH
SH
2" (TYP.)3"
4"
2"
COMB.
D&V
3" FD
HD
2"
COMB.
D&V
COMB.
D&V
2"
1 1/2"
4"
2"
1 1/2"
2"
2"
1 1/2"
2"
4" 43
1 1/2"
1 1/2"
3"
1 1/2"
1 1/2"
2"
2"
1 1/2"
4"
2"1 1/2"
3"
2"
1 1/2"
4"104
4"
2" (LESS ALT.)
4"129 4"10
3" (LESS ALT.)
4"149
1 1/2"
2"3"
2"
4" @ 1/8"
164
3" FCO
FD
FD
FCO
FD
FD
3" WCO
WC
WC
WC
WC
WC
WC
WC
2" (TYP.)3"
WC
WC
FD
DF
WC
WC
WC
WC
WC
3" VTR
6" FCO
WC
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
3"
3"
4" FCO
3"
LAV
LAV
1 1/2"
3"
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
UR
UR
UR
UR
UR
UR
2" (TYP.)
COMB. D&V
3"
4"
3"
1 1/2"
2"
1 1/2"
2"
2"
4"
3"
3"
2"
3"
1 1/2"
1 1/2"
1 1/2"
2"
1 1/2"
1 1/2"
8" @ 1/16"
389
6" YCO
8" @ 1/16" 819
7
1 1/2"
3
24
1 1/2" (TYP.)
4"1 1/2"2"
1 1/2"2"
4"
4" 84
6" 248
4"
4"
1
P2.1
NOTE:
SEE HD SPECS. ALL HD RISERS TO BE
ONE NOMINAL PIPE SIZE LARGER
THAN TRAP SIZE. ALL COMBINATION
DRAIN & VENT FD'S & HD'S TRAPS TO
BE 36" MAX BELOW FINISH FLOOR.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
WASTE AND VENT PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P2.2
10/04/2023
220025.00 C2023-15
NTS1PARTIAL WASTE AND VENT PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
NOTE: SEE ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR DESCRIPTION OF ALTERNATES.
ALTERNATE #4: ADD DEMINERALIZATION UNIT TO WATER SYSTEM COMPLETE. INCLUDE ALL
EQUIPMENT AND PIPING REQUIRED FOR TANK AND UNIT. PIPE DEMINERALIZATION
UNIT PIPING TO CAPPED AT PREHEAT HWH'S BASE BID PIPING. PIPE CAPPED
DEMINERALIZED WATER TO HR-1 & 2 AT ROOM 170, HWH'S ROOM 168 CAPPED BASE
BID CONNECTION, AND ROOM 172 REFRIGERATION ROOM PREHEAT HWH TANKS
CAPPED CONNECTIONS. DISCONNECT HARD WATER CONNECTION FROM BASE BID
WATER SUPPLY AT ROOM 172 PREHEAT TANKS AND REMOVE BASE BID WATER LINE
LABELS/ID WATER TYPE AT VALVES IN ROOM 172 REFRIGERATION ROOM.
C R W
C R W
AIR GAP
2" AVB
(CL/2" ABOVE
TANK)
REFRIG.
EQ. TANK
2"
1 1/2" (TYP.)
2"
2 1/2" PEX
1 1/2"
(3) THERMO
HEAT RECLAIM
TANKS BY
OTHERS
2 1/2" PEX CAPPED FUTURE
DE-MIN. WATER PIPING
2"
RH
CRW
C R W
WH
EEW
EEW
TMV
2 1/2" PEX CAPPED
FUTURE DE-MIN. WATER
PIPING FOR FUTURE
DE-MINERALIZATION UNIT
WMB
SINK
SINK
SINK
SINK
4-COMP.
SINK
SINK
WH
2"
2 1/2"
2"
2 1/2"1"
2" DEDUCT METER 2 1/2" PEX
A
PROVIDE LABEL PLATE WITH
WORDING ON VALVE, "SOFT WATER
FOR EQ. RINK FILL & HWH'S"
CV
CV
PROVIDE LABEL PLATE WITH
WORDING ON VALVE, "RAW
WATER FOR RINK FILL"
A
2"149
3/4"
199
1"8
1 1/4"
2"
1"
1"
1"
2 1/2"
2"6
2 1/2"
CAPPED FUTURE DE-MIN.
WATER CONNECTION
2
2 1/2"
1"
2"
2 1/2"
CAPPED
FUTURE CRW
WATER
CONNECTION
2 1/2" 143
1"
2 1/2" 38
2"
1"4
1"9
14.5
1" 8
3/4"
1 1/4"10
1"
2 1/2" 143
NOTE: PIPE 1/2" RH
DRAIN TO HD.
D M
DM
DM
D M D M
DM
DM
D M
D M
CRW CRWCRWC R W
C R W
C R W
CRWCRW
C R W
CR W
CRWCRW
CRW
C R W
C R W
C R W
C R W
WC WC
WC
WC
WC
WC
WC
UR
WC
UR
UR
WC
UR
WC
UR
WC
WC
WC
WC
LAV
LAV
LAV
LAV
LAV
WC
LAV
LAV
LAV
LAV
LAV
LAV
LAV
DF
MB
CS
1"
3/4"
1 1/2"
1 1/4"
1"
1"
16.5
11
5.5
22
3/4"
1" - TYP.
(MAX 3')
1 1/4"
1 1/2"13
2" 19.5
3/4" (TYP.)
1"
3/4"
3.5
6.5
43.5
107.5
130
2"
2 1/2"
7.5
1/2" (TYP.)
3/4"
FROM RECLAIM TANKS HWR
HB
HB
HB
1
P3.1
1
P3.2
3
P0.1
2
P0.2
7
P0.1
1. EXAMINE FOOD SERVICE EQUIPMENT CONTRACTOR'S DRAWINGS AND SCHEDULES. CONFIRM ALL
EXACT ROUGH-IN DIMENSIONS FOR EQUIPMENT WITH EQUIPMENT CONTRACTOR BEFORE
STARTING ANY WORK. ALL ROUGH-IN LOCATIONS SHALL BE ESTABLISHED AS DIRECTED BY FOOD
SERVICE EQUIPMENT CONTRACTOR AND FROM FIELD MEASUREMENTS: PLUMBING CONTRACTOR
SHALL NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS.
2. ADAPTERS, TAILPIECES, ESCUTCHEONS, TRAPS, BACKFLOW PREVENTERS ETC., REQUIRED TO
COMPLETE THE INSTALLATION OF FOOD SERVICE EQUIPMENT SHALL BE FURNISHED AND
INSTALLED BY THE PLUMBING CONTRACTOR. INSTALL POINT OF USE MIXING VALVES AT ALL SINKS
AND EQUIPMENT NOT REQUIRING 140 DEGREE WATER.
3. CONNECTION SIZES TO FOOD SERVICE EQUIPMENT ITEMS MAY VARY. VERIFY SIZES WITH
EQUIPMENT MANUFACTURER.
4. PIPING, FITTINGS, AND SHUT-OFF VALVES BETWEEN PLUMBING SERVICE OUTLETS IN FLOORS AND
WALLS TO BE ATTACHED TO PIECES OF EQUIPMENT, TOGETHER WITH LABOR OF CONNECTING,
SHALL BE FURNISHED BY PLUMBING CONTRACTOR.
5. WATER FIXTURES, INCLUDING FAUCETS, WILL BE FURNISHED BY FOOD SERVICE EQUIPMENT
CONTRACTOR UNLESS OTHERWISE NOTED. PLUMBING CONTRACTOR SHALL PROVIDE STOPS,
BALANCE OF PIPING, AND MAKE FINAL CONNECTIONS, INCLUDING INSTALLATION OF TRIM.
6. ALL EXPOSED WASTE PIPE AND DRAINAGE FITTINGS IN KITCHEN AREA SHALL BE TYPE "L" HARD
COPPER WITH SWEAT JOINTS. PROVIDE CODE REQUIRED SINK TRAPS.
7. PROVIDE BRACKET MOUNTED SUPPLY LINES 1 1/2" FROM WALL TO ALLOW FOR PIPE COVERING.
8. COORDINATE ALL WORK WITH FOOD SERVICE CONTRACTOR.
FOOD SERVICE EQUIPMENT GENERAL NOTES:
NOTE:
P.C. TO PROVIDE LOOP TRANSITION RADIUS FROM BELOW FLOOR TO ABOVE
FLOOR PER MANUFACTURER'S REQUIREMENTS. ADJUST PIPE LOCATIONS
AND PIPE DEPTHS ACCORDINGLY TO MAINTAIN PROPER RADIUS.
COORDINATE PIPE LOCATIONS WITH EQUIPMENT AND OTHER TRADES.
ABOVE FLOOR TRANSITION LOCATIONS MAY BE ADJUSTED TO MAINTAIN
PROPER PIPE RADIUS PROVIDED COORDINATION WITH OTHER TRADES IS
DONE. PROVIDE TRANSITION SLEEVES PER MANUFACTURER'S
REQUIREMENTS, PROTECT PEX PIPING FROM CONCRETE FLOOR TRANSITION,
COORDINATE BELOW GROUND PIPE WITH REFRIGERATION PIPING
INSTALLATION AND MAINTAIN SEPARATION FOR FROST DISTANCES. PROVIDE
STRAFOAM SHEATHING IF FROST DISTANCES CAN NOT BE MAINTAINED.
NOTE:
PROVIDE SHOCK ARRESTORS ON ALL FV'S, FV
GROUPS, AND QUICK CLOSING VALVES. PROVIDE
ACCESS PANELS FOR ALL VALVES AND SHOCK
ARRESTORS LOCATED WITHIN WALLS. SEE
SPECIFICATIONS. COORDINATE ACCESS PANELS
WITH ARCHITECTURAL MEMBERS OF BUILDING.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
WATER PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P3.0
10/04/2023
220025.00 C2023-15
NTS1PARTIAL WATER PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
LAV WC
WC
2"
1"
LAV
LAV
WC
WC
WC
WC
LAV
LAV
UR
UR
SH
SH
1 1/2"
1 1/4"
SH
SH
SH
SH
SH
SH
SH
SH
3/4" (TYP.)
1/2" (TYP.)
3/4"1 1/4"
1 1/2"
2"
3/4"
2"
2"31
1 1/2" 15
39
2"
3/4" 0.5
2" 12
1"
ALT BID
ONLY
ALT BID
ONLY
3/4"
ALT BID
ONLY
3/4"
1 1/4"
1 1/2"
1 1/4"
1 1/4"
1 1/2"
1 1/4"
ALT BID
ONLY
ALT BID
ONLY
1" 7.5
ALTA L T
ALT
A LTALT
ALT
ALT
ALTALT
ALT
ALTALTALT
A LT
ALT
NOTE: SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DESCRIPTION OF ALTERNATES.
ALTERNATE #2: DEDUCT BASE BID PIPING AND ADD ALTERNATE PIPING TO ADDITIONAL FIXTURES,
ROUGH IN PLUMBING PIPING ONLY. INCLUDE FIXTURE ROUGH IN, INCLUDE PIPING
LOOP FOR SHOWER VALVE MAIN SUPPLY LOOP WITH SHOWER ROOM BYPASS,
BYPASS VALVES, AND SHUT OFF VALVES TO FUTURE SHOWER VALVES ONLY.
ALTERNATE #3: ADD FIXTURE PIPING AND FIXTURE FINISHES COMPLETE.
LAV
UR
WC
LAV
WCSINK
LAV
LAV
WC
WC
UR
WH
F.P. BY OTHERS
SH CR W
CRW
8" COMBINED WATER SERVICE
BP
BP EXP. TANK
C R W
1"
1"
2"
2 1/2"
2"
1"
3" 449
4"
4"648
3"
4"
4"
3/4"
1" 4
199
SH
SH
SH
SH
LAV
2"54
3" 432
SH
SH
SH
CS (TYP.)
3/4"
3/4"
4 1"
54
3/4"1
3"338
3/4"
1/2" (TYP.)
3/4" (TYP.)
1" (1 1/2" w/ALT)
1" (1 1/2" w/ALT)
1 1/2"
BASE BID ONLY
2"
2"
1 1/2"
1 1/4"
(2" w/ALT)
BASE BID ONLY
BASE BID ONLY
1"7.5
BASE BID
ONLY
3/4"
1"
3"CRWCRW
CRW
CRWCRW
CRW
CRW329
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
LAV
LAVWC
WC
WC
WC
WC
WC
WC
UR
UR
UR
UR
UR
UR
WC
WC
WC WC
WC WC
WC WC
WC WC
WC WC
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
WC
DF
1 1/4"
1 1/2" 13
2" 19.5
2"91
3/4"
HB
1" (MAX. 3')
TYPICAL.
1 1/2" 13
2" 19.5
136.5
HB
3/4" 2
3/4" 2
3" 144
1"8
2 1/2" 74
1
P3.0
1
P3.2
1
P0.2
6
P0.1
7
P0.1
NOTE:
P.C. TO PROVIDE LOOP TRANSITION RADIUS FROM BELOW FLOOR TO ABOVE
FLOOR PER MANUFACTURER'S REQUIREMENTS. ADJUST PIPE LOCATIONS
AND PIPE DEPTHS ACCORDINGLY TO MAINTAIN PROPER RADIUS.
COORDINATE PIPE LOCATIONS WITH EQUIPMENT AND OTHER TRADES.
ABOVE FLOOR TRANSITION LOCATIONS MAY BE ADJUSTED TO MAINTAIN
PROPER PIPE RADIUS PROVIDED COORDINATION WITH OTHER TRADES IS
DONE. PROVIDE TRANSITION SLEEVES PER MANUFACTURER'S
REQUIREMENTS, PROTECT PEX PIPING FROM CONCRETE FLOOR TRANSITION,
COORDINATE BELOW GROUND PIPE WITH REFRIGERATION PIPING
INSTALLATION AND MAINTAIN SEPARATION FOR FROST DISTANCES. PROVIDE
STRAFOAM SHEATHING IF FROST DISTANCES CAN NOT BE MAINTAINED.
NOTE:
PROVIDE SHOCK ARRESTORS ON ALL FV'S, FV
GROUPS, AND QUICK CLOSING VALVES. PROVIDE
ACCESS PANELS FOR ALL VALVES AND SHOCK
ARRESTORS LOCATED WITHIN WALLS. SEE
SPECIFICATIONS. COORDINATE ACCESS PANELS
WITH ARCHITECTURAL MEMBERS OF BUILDING.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
WATER PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P3.1
10/04/2023
220025.00 C2023-15
NTS1PARTIAL WATER PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
SINK
SINK
SINK
WC
LAV
DFALTALTALT
A L TALT
A LT
3/4"
3/4"
3/4" 1.5
1/2"1 1/2"
1" (MAX 3')
2.5
3
5.5
1/2"
3/4"
1/2"
SINK
SINK
SINK
4-COMP.
SINK
WH
SINK
MB
SH
LAV
WC
TMV
LAV
UR
WC
LAV
WC
2 1/2"
2"
1"
3/4"2"
3/4"
1"
3/4"
1"
2 1/2" 74
1 1/4"
CS
CS
1 1/4"16
2 1/2"
3/4" 3
3/4"
1"
RPBP
3/4"
1/2"
1 1/4"
1"
3/4" 4
3/4"
1 1/2"
3/4"
3/4"
9
MB
(2)CS
26
9.5
3/4"
1"
SH
SH
SH 1"
38
C RW CR W
C R W
SINK
SINK
SINK
LAV
WC
DF
2"
1/2"
3/4"
3/4"
3/4"
3/4"
LAV
LAV
LAV
LAV
LAV
WC
WC
WC
WC
UR
8
1/2"
4.5
9.5
1" 8.5
2 1/2" 52
2
1/2" (TYP.)
2" 11
5.5
11
2.5
3
1.5
3/4"
HB
1 1/4" 10
1
P3.1
1
P3.0
7
P0.1
7
P0.1
1. EXAMINE FOOD SERVICE EQUIPMENT CONTRACTOR'S DRAWINGS AND SCHEDULES. CONFIRM ALL
EXACT ROUGH-IN DIMENSIONS FOR EQUIPMENT WITH EQUIPMENT CONTRACTOR BEFORE
STARTING ANY WORK. ALL ROUGH-IN LOCATIONS SHALL BE ESTABLISHED AS DIRECTED BY FOOD
SERVICE EQUIPMENT CONTRACTOR AND FROM FIELD MEASUREMENTS: PLUMBING CONTRACTOR
SHALL NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS.
2. ADAPTERS, TAILPIECES, ESCUTCHEONS, TRAPS, BACKFLOW PREVENTERS ETC., REQUIRED TO
COMPLETE THE INSTALLATION OF FOOD SERVICE EQUIPMENT SHALL BE FURNISHED AND
INSTALLED BY THE PLUMBING CONTRACTOR. INSTALL POINT OF USE MIXING VALVES AT ALL SINKS
AND EQUIPMENT NOT REQUIRING 140 DEGREE WATER.
3. CONNECTION SIZES TO FOOD SERVICE EQUIPMENT ITEMS MAY VARY. VERIFY SIZES WITH
EQUIPMENT MANUFACTURER.
4. PIPING, FITTINGS, AND SHUT-OFF VALVES BETWEEN PLUMBING SERVICE OUTLETS IN FLOORS AND
WALLS TO BE ATTACHED TO PIECES OF EQUIPMENT, TOGETHER WITH LABOR OF CONNECTING,
SHALL BE FURNISHED BY PLUMBING CONTRACTOR.
5. WATER FIXTURES, INCLUDING FAUCETS, WILL BE FURNISHED BY FOOD SERVICE EQUIPMENT
CONTRACTOR UNLESS OTHERWISE NOTED. PLUMBING CONTRACTOR SHALL PROVIDE STOPS,
BALANCE OF PIPING, AND MAKE FINAL CONNECTIONS, INCLUDING INSTALLATION OF TRIM.
6. ALL EXPOSED WASTE PIPE AND DRAINAGE FITTINGS IN KITCHEN AREA SHALL BE TYPE "L" HARD
COPPER WITH SWEAT JOINTS. PROVIDE CODE REQUIRED SINK TRAPS.
7. PROVIDE BRACKET MOUNTED SUPPLY LINES 1 1/2" FROM WALL TO ALLOW FOR PIPE COVERING.
8. COORDINATE ALL WORK WITH FOOD SERVICE CONTRACTOR.
FOOD SERVICE EQUIPMENT GENERAL NOTES:
NOTE:
P.C. TO PROVIDE LOOP TRANSITION RADIUS FROM BELOW FLOOR TO ABOVE
FLOOR PER MANUFACTURER'S REQUIREMENTS. ADJUST PIPE LOCATIONS
AND PIPE DEPTHS ACCORDINGLY TO MAINTAIN PROPER RADIUS.
COORDINATE PIPE LOCATIONS WITH EQUIPMENT AND OTHER TRADES.
ABOVE FLOOR TRANSITION LOCATIONS MAY BE ADJUSTED TO MAINTAIN
PROPER PIPE RADIUS PROVIDED COORDINATION WITH OTHER TRADES IS
DONE. PROVIDE TRANSITION SLEEVES PER MANUFACTURER'S
REQUIREMENTS, PROTECT PEX PIPING FROM CONCRETE FLOOR TRANSITION,
COORDINATE BELOW GROUND PIPE WITH REFRIGERATION PIPING
INSTALLATION AND MAINTAIN SEPARATION FOR FROST DISTANCES. PROVIDE
STRAFOAM SHEATHING IF FROST DISTANCES CAN NOT BE MAINTAINED.
NOTE:
PROVIDE SHOCK ARRESTORS ON ALL FV'S, FV
GROUPS, AND QUICK CLOSING VALVES. PROVIDE
ACCESS PANELS FOR ALL VALVES AND SHOCK
ARRESTORS LOCATED WITHIN WALLS. SEE
SPECIFICATIONS. COORDINATE ACCESS PANELS
WITH ARCHITECTURAL MEMBERS OF BUILDING.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
WATER PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P3.2
10/04/2023
220025.00 C2023-15
NTS1PARTIAL WATER PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
4" RD-1
(66 GPM)
4" (66 GPM)
FCO
6" RD-1
(245 GPM)
6" @ 1/8"
6" @ 1/8"
(245 GPM)
4" RD-1
(77 GPM)
4" RD-1
(77 GPM)
4" @ 1/16"
4" @ 1/16"
4" @ 1/16"
(78 GPM w/ALT)
(753 GPM w/ALT)
4" @ 1/16"
(77 GPM w/ALT)
14 @ 1/16"
(1500 GPM w/ALT)
(168 GPM w/ALT)
(365 GPM w/ALT)
(475 GPM w/ALT)
(569 GPM w/ALT)
14 @ 1/8"
(2220 GPM w/ALT)
18" @ 1/32"
(2533 GPM w/ALT)
3" RD-1
(77 GPM)
3" @ 1/4"
(77 GPM)
4" RD-1
(78 GPM)
3" RD-1
(53 GPM)
4" @ 1/16"
3" @ 1/16"
4" RD-1
(94 GPM)
4" @ 1/8"
SP
4" RD-1
(93 GPM)
3"
3" @ 1/16"
(17 GPM)
4" RD-1
(126 GPM)
4" @ 1/8"
3" RD-1
(71 GPM)
6" @ 1/16"
(197 GPM)
FCO
3" RD-1
(38 GPM)
3" @ 1/8"
3" RD-1
(64 GPM)
3" @ 1/4"
3" @ 1/4"
(64 GPM)
4" @ 1/16"
(102 GPM)
6" @ 1/8"
(299 GPM)
YCO
6" RD-1
(551 GPM)
6" RD-1
(414 GPM)
6" RD-1
(413 GPM)
6" RD-1
(418 GPM)
8" @ 1/8"
6" @ 1/4"
8" @ 1/4"
(965 GPM)
6" @ 1/4"
6" @ 1/4"
8" @ 1/4"
(831 GPM)
4" RD-1
(54 GPM)
4" @ 1/16"
3" @ 1/8"
3" RD-1
(53 GPM)
4" RD-1
(144 GPM)
4" @ 1/4"
4" @ 1/8"
(107 GPM)
4" @ 1/4"
(144 GPM)
4" RD-1
(140 GPM)
4" @ 1/4"
(140 GPM)
4" @ 1/4"
3" RD-1
(20 GPM)
3" @ 1/16"4" RD-1
(81 GPM)
4" @ 1/8"
(101 GPM)
4" @ 1/8"
6" RD-1
(340 GPM)
6" RD-1
(335 GPM)
6" RD-1
(335 GPM)
6" RD-1
(335 GPM)
6" @ 1/8"
6" @ 1/8"
6" @ 1/8"
6" @ 1/4"
8" @ 1/8"
(675 GPM)
3" RD-1
(16 GPM)
3" @ 1/16"
3" @ 1/16"
(16 GPM)
10" @ 1/16"
(691 GPM)
8" @ 1/8"
(670 GPM)
12" @ 1/16"
(1361 GPM)
HEAT
TRACE
HEAT
TRACE
6" @ 1/4"
(409 GPM)
8" @ 1/8"
(503 GPM)
4" @ 1/4"
(140 GPM)
3" @ 1/16"
(9 GPM)
12" @ 1/8"
(2081 GPM)
6" @ 1/16"
(241 GPM)
8" @ 1/16"
(385 GPM)
8" @ 1/16"
(492 GPM)
12" @ 1/16"
(1323 GPM)
18" @ 1/32"
(2288 GPM)
WCO (TYP.)
HEAT
TRACE
2" C.O.
2"
3" RD-2
3" RD-2
3" RD-2
4"
SIOUX CHIEF 860 BACKWATER
VALVE W/ EXT SLV TO GRADE
1 1/2" CLV
4"
HD
HEAT
TRACE3"
3"
3"
2" CLVTR
3" @ 1/4"
SEE ARCHITECTURAL DRAWINGS FOR
WALL CONFIGURATION FOR 3"
HORIZONTAL DRAIN PIPING LOCATIONS
FOR RD-2 CANOPY ROOF DRAINS.
SEE ARCHITECTURAL DRAWINGS FOR
WALL CONFIGURATION FOR 3"
HORIZONTAL DRAIN PIPING LOCATIONS
FOR RD-2 CANOPY ROOF DRAINS.
COORDINATE SP LOCATION
AND FLOOR PITCH WITH
ELEVATOR EQUIPMENT,
EQUIPMENT RAILS, ELEVATOR
PIT FLOOR, AND ACCESS FOR
REMOVAL & INSTALLATION.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS
STORM PIPING
ISOMETRICS
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
P4.0
10/04/2023
220025.00 C2023-15
NTS1STORM PIPING ISOMETRIC
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
SD
SD
SD
WARMING ROOM
159
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
MAIN COACH
133
TEAM ROOM 5
126
TEAM ROOM 4
127
WET TEAM ROOM
4
123
Y.H. STORAGE
137
WET TEAM ROOM
#2
140
YH COACH
143
UNISEX TLT
141
J.C.
142
TEAM ROOM 2
148
TEAM ROOM 3
149
TEAM ROOM 1
147
ELEV
152
STORAGE
158
TEMP STORAGE
174
GEN STORAGE
153
OFFICE
111
FIRST AID
105
LOADING/RECEIVING/STORAGE
160
MULTI-USE
CONVENTION
SPACE
156
FOOD PREP
115 (A)
J.C.
114
CHECK-IN/RENTAL
107
ADMIN
112
WOMENS
106B
GENERAL
BUILDING
STORAGE
167
F.S. STORAGE
175
LOBBY / LINK
155
ELEC
134
WET TEAM ROOM
3
125
WET TEAM RR
124
IT
150
LAUNDRY
131
MAIN TEAM ROOM
132
HOCKEY
STORAGE
173
WET TEAM ROOM
#1
138
WET TEAM RR
139
REFEREE
145
REFEREE RR
146
MERCYHEALTH
ARENA
136
MEN'S
121
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
VESTIBULE
100
MAIN LOBBY
101
ICE ARENA LOBBY
117
ICE RINK
CIRCULATION
135
PASSAGE
130
PASSAGE
144
ICE RINK
CIRCULATION
151
MULTI-PURPOSE
AREA
154
UNISEX TLT
128
TRAINING
129
SKATE RENTAL
108
BREAKROOM
109
OFFICE
110
BEER SALES
116
MECHANICAL
168
METER/RISER
179
F.P.
Space
188
8" COMBINED F.P.
& DOMESTIC
WATER SERVICE
A
B E F G H J K L M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G.8 L.6 M.3M.4
5.8
7.2
9
F.4 F.6
STORAGE
135(A)
WOMEN'S
165
MEN'S
166
CONCESSIONS
115 (B)
LOCKER ALCOVE
101 (A)
COPY AREA
112 (A)
Space
176
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
AV CLOSET
167 (B)
IT/GEN STORAGE
176
ELECTRIC
157
AV CLOSET
157 (A)
ELECTRICAL
169
ELECTRICAL
113
DRY STORAGE
115 (C)
PROVIDE DRY F.P. SYSTEM.
LOCATE DRY VALVE, A.C.,
AND CONTROLS IN ROOM 158.
PROVIDE DRY
F.P. SYSTEM
PROPOSED FDC
ALTERNATE #2 AND #3:
SEE SPECIFICATIONS FOR
DESCRIPTION AND
ARCHITECTURAL DRAWINGS
FOR LAYOUT. PROVIDE BASE
BID CAPPED FIRE
PROTECTION PIPING FOR
FUTURE BUILDOUT.
ALTERNATE #3 BUILDOUT,
DESIGN PIPING AND HEADS
FOR ALTERNATE #3 BUILDOUT.
PROVIDE F.P. COSTS
COMPLETE WITH
INSTALLATION FOR
ALTERNATE #2 AND #3.
ALTERNATE #2 SHALL BE THE
SAME AS ALTERNATE #3.
ALTERNATE #1:
SEE SPECIFICATIONS FOR DESCRIPTION AND
ARCHITECTURAL DRAWINGS FOR ADJUSTED LAYOUT.
DEDUCT BASE BID PIPING, HEADS, AND DESIGN.
PROVIDE ALTERNATE #1 PIPING AND HEADS DESIGN
COST AS REQUIRED FOR ALTERNATE #1 COSTS.
PROVIDE DRY F.P. SYSTEM.
LOCATE DRY VALVE, A.C.,
AND CONTROLS IN ROOM 153.
1. THE FIRE PROTECTION DRAWINGS ARE CONCEPTUAL, FOR
GENERAL INFORMATION ONLY AND SHALL NOT BE
CONSTRUED AS FINAL DESIGN OR INSTALLATION
DOCUMENTS. THE SPRINKLER DESIGN AND INSTALLATION
SHALL BE THE RESPONSIBILITY OF THE DESIGN BUILD FIRE
PROTECTION CONTRACTOR. REFER TO SPECIFICATIONS
FOR DESIGN CRITERIA.
2. QUANTITIES OF SPRINKLER HEADS, VALVES, FLOW AND
TAMPER SWITCHES SHOWN ARE APPROXIMATE. FINAL
QUANTITIES TO BE THE RESPONSIBILITY OF THE DESIGN
BUILD FIRE PROTECTION CONTRACTOR.
3. THE EXACT LOCATION, ELEVATION, AND CONFIGURATION OF
SPRINKLER PIPING AND SPRINKLER HEADS SHALL BE
COORDINATED WITH ALL TRADES PRIOR TO COMMENCING
WORK. THE FIRE PROTECTION CONTRACTOR DOES NOT
HAVE PRIORITY.
4. ADD ADDITIONAL SPRINKLER HEADS AS REQUIRED BY NFPA
13 TO ACCOMMODATE OBSTRUCTIONS INCLUDING BUT NOT
LIMITED TO COLUMNS, DUCTWORK, CLEARSTORY,
OVERHEAD DOORS AND EQUIPMENT. TYPICAL.
5. PROVIDE ISOLATION VALVES AS REQUIRED PER NFPA 13, 14.
ALL OS&Y VALVES SHALL BE SUPERVISED WITH TAMPER
SWITCHES.
6. SPRINKLER PIPING MAY BE REQUIRED TO BE INSTALLED
WITHIN BLOCK WALLS TO FEED ISOLATED AREAS. THIS
CONTRACTOR SHALL BE RESPONSIBLE FOR TIMELY
COORDINATION WITH MASONRY CONTRACTOR.
7. INSTALL SPRINKLER HEAD GUARDS ON EXPOSED
SPRINKLER HEADS IN ALL MECHANICAL ROOMS.
GENERAL FIRE PROTECTION NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR FIRE
PROTECTION PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
FP1.1
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 FIRST FLOOR FIRE PROTECTION PLAN -OVERALL
FIRE PROTECTION SHEET INDEX
FP1.1 FIRST FLOOR FIRE PROTECTION PLAN
FP1.2 MEZZANINE FIRE PROTECTION PLAN
10/13/202310/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
PRESS BOX
203
SPONSOR SUITE
202
Space
113
MEZZANINE
201
Space
121
A
B E F G H J K L M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G.8 L.6 M.3M.4
5.8
7.2
9
F.4 F.6
AV CLOSET
210
PROVIDE DRY F.P. SYSTEM.
LOCATE DRY VALVE, A.C., AND
CONTROLS IN CEILING SPACE
OUTSIDE ROOM AT BEST
POSSIBLE ACCESS LOCATION.
PROVIDE F.P. RISERS IN
CHASE LOCATIONS.
COORDINATE LOCATION
WITH OTHER TRADES.
PROVIDE F.P. RISERS IN
CHASE LOCATIONS.
COORDINATE LOCATION
WITH OTHER TRADES.
PROVIDE F.P. RISERS IN
CHASE LOCATIONS.
COORDINATE LOCATION
WITH OTHER TRADES.
PROVIDE F.P. RISERS IN
CHASE LOCATIONS.
COORDINATE LOCATION
WITH OTHER TRADES.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
MEZZANINE FIRE
PROTECTION PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
2510 Milton Avenue
Janesville, WI 53545
BID SET DOCUMENTS
FP1.2
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 MEZZANINE FIRE PROTECTION PLAN -OVERALL
10/13/202310/04/2023
BID DOCUMENT SET
W X D
18"Ø
AIR TERMINAL (TYPE)
AIR QUANTITY (CFM)
F
T
H
D
-
LG330
AC
ACU
AD
ADJ
AFF
AHU
ALT
AMB
AMP
AP
APPROX
ARCH
ATM
AUTO
AUX
AVG
.
BAL
BAR
BBR
BDD
BHP
BLDG
BOD
BSMT
BTU
BWV
.
CB
CCF
CFH
CFM
CHW
CI
CL
CLG
CO
COMB
COMP
COND
CONN
CONST
CONTIN
CONTR
CW
.
DEG
DF
DIA
DIFF
DIM
DIP
DISCH
DS
DWG
.
EAT
EF
EL
ELEC
ESP
EWC
EWH
EWT
EXH
EXP
EXT
.
F
FFE
FD
FL
FLEX
FM
FOG
FOR
FOS
FP
FPM
FPS
FT or '
F&T
FTG
FTR
.
GALV
GC
GEN
GPH
GPM
GR
GV
GWH
.
HB
HOR
HP
HTG
HVAC
HW
.
ID
IE
IN or "
INSUL
INT
INV
AIR CONDITIONING
AC UNIT
AREA DRAIN
ADJUSTABLE
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
ALTERNATE
AMBIENT
AMPERES
ACCESS PANEL
APPROXIMATELY
ARCHITECT
ATMOSPHERIC
AUTOMATIC
AUXILLARY
AVERAGE
.
BALANCING
BAROMETRIC
BASEBOARD RADIATION
BACKDRAFT DAMPER
BRAKE HORSEPOWER
BUILDING
BOTTOM OF DUCT
BASEMENT
BRITISH THERMAL UNIT
BACKWATER VALVE
.
CATCH BASIN
CUBIC FEET IN HUNDREDS
CUBIC FEET PER HOUR
CUBIC FEET PER MINUTE
CIRCULATING HOT WATER
CAST IRON
CENTERLINE
COOLING; CEILING
CLEANOUT
COMBUSTION
COMPARTMENT; COMPRESSOR
CONDENSATE
CONNECTION
CONSTRUCTION
CONTINUOUS; CONTINUATION
CONTRACTOR
COLD WATER
.
DEGREE
DRINKING FOUNTAIN
DIAMETER
DIFFUSER
DIMENSION
DUCTILE IRON PIPE
DISCHARGE
DOWNSPOUT
DRAWING
.
ENTERING AIR TEMPERATURE
EXHAUST FAN
ELEVATION
ELECTRIC
EXTERNAL STATIC PRESSURE
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
ENTERING WATER TEMPERATURE
EXHAUST
EXPANSION
EXTERNAL; EXTERIOR
FAHRENHEIT
FINISHED FLOOR ELEVATION
FIRE DAMPER; FLOOR DRAIN
FLOOR
FLEXIBLE
FACTORY MUTUAL
FUEL OIL GAUGE
FUEL OIL RETURN
FUEL OIL SUPPLY
FIRE PROTECTION
FEET PER MINUTE
FEET PER SECOND
FOOT; FEET
FLOAT AND THERMOSTATIC
FOOTING
FINNED TUBE RADIATION
.
GALVANIZED
GENERAL CONTRACTOR
GENERAL
GALLONS PER HOUR
GALLONS PER MINUTE
GRILLE
GATE VALVE
GAS WATER HEATER
.
HOSE BIBB
HORIZONTAL
HORSEPOWER
HEATING
HEATING, VENTILATING, &
AIR CONDITIONING
HOT WATER
.
INSIDE DIAMETER
INVERT ELEVATION
INCHES
INSULATION
INTERIOR; INTERNAL
INVERT
KW
KWH
.
LAT
LAV
LF
LOC
LP
LTG
LWT
.
M
MAU
MAX
MBH
MCF
MD
MECH
MEZZ
MFR
MIN
MISC
MTD
MTG
.
NA
NC
NFPA
NIC
NO
NTS
.
OA
OBD
OC
OD
.
PART
PD
PE
PLBG
PROP
PRV
PSI
PSF
PSIA
PSIG
PVC
.
QTY
.
RA
RCP
RD
REF
REG
REQ
RH
RO
RPM
RHW
RTU
.
S
SA
SAT
SCH
SD
SF
SHR
SIM
SP
SPEC
SPRK
SQ
SS
STD
STR
SUC
SUSP
SYS
.
TA
TD
TEMP
THERM
TONS
TSP
T-STAT
TYP
.
UG
UH
.
V
VAV
VCP
VEL
VENT
VERT
VTR
.
W
W/
W/O
WB
WC
" WC
KILOWATT
KILOWATT HOURS
.
LEAVING AIR TEMPERATURE
LAVATORY
LINEAR FEET
LOCATION
LIQUIFIED PETROLEUM
LIGHTING
LEAVING WATER TEMPERATURE
.
MOTOR
MAKE-UP AIR UNIT
MAXIMUM
BTU PER HOUR IN THOUSANDS
CUBIC FEET IN THOUSANDS
MOTORIZED DAMPER
MECHANICAL
MEZZANINE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MOUNTED
MOUNTING
.
NOT APPLICABLE
NOISE CRITERIA; NORMALLY CLOSED
NATIONAL FIRE PROTECTION
ASSOCIATION
NOT IN CONTRACT
NORMALLY OPEN
NOT TO SCALE
.
OUTSIDE AIR
OPPOSED BLADE DAMPER
ON CENTER
OUTSIDE DIAMETER
.
PARTITION
PRESSURE DROP
PNEUMATIC-ELECTRIC
PLUMBING
PROPELLER
PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PSI ABSOLUTE
PSI GAUGE
POLYVINYL CHLORIDE
.
QUANTITY
.
RETURN AIR
REINFORCED CONCRETE PIPE
ROOF DRAIN
REFRIGERATION; REFERENCE
REGISTER
REQUIRED; REQUIREMENT
RELATIVE HUMIDITY
ROUGH OPENING; REVERSE OSMOSIS
REVOLUTIONS PER MINUTE
RECIRCULATING HOT WATER
ROOFTOP UNIT
.
SANITARY
SUPPLY AIR
SUPPLY AIR TEMPERATURE
SCHEDULE
SMOKE DAMPER; STORM DRAIN
SQUARE FOOT or FEET
SENSIBLE HEAT RATIO
SIMILAR
STATIC PRESSURE
SPECIFICATION
SPRINKLER
SQUARE
STAINLESS STEEL
STANDARD
STRUCTURAL
SUCTION
SUSPENDED
SYSTEM
.
TRANSFER AIR
TEMPERATURE DIFFERENCE
TEMPERATURE
THERMOMETER
TONS OF AIR CONDITIONING
TOTAL STATIC PRESSURE
THERMOSTAT
TYPICAL
.
UNDERGROUND
UNIT HEATER
.
VOLT; VOLTAGE; VENT
VARIABLE AIR VOLUME
VITRIFIED CLAY PIPE
VELOCITY
VENTILATION
VERTICAL
VENT THRU ROOF
.
WASTE; WATT
WITH
WITHOUT
WET BULB
WATER CLOSET
INCHES OF WATER COLUMN
AIR TERMINAL SIZE
AIR QUANTITY (CFM)
AIR TERMINAL (TYPE)
A
-
X
XXX
X
XXX
X
DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE
WITH THE LATEST ISSUES OF SMACNA STANDARDS. PLUMBING SYSTEMS
SHALL BE INSTALLED ACCORDING TO LOCAL, STATE, AND NATIONAL
CODES.
SUPPORT EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE
TO PROVIDE A VIBRATION FREE INSTALLATION.
COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF
EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT
AND/OR FILTER REPLACEMENT. PROVIDE PROPER ACCESS TO
MATERIALS AND EQUIPMENT THAT REQUIRE INSPECTION REPLACEMENT.
REPAIR OR SERVICE SUCH AS COILS, DAMPERS, HEATERS, VALVES, ETC.
IF PROPER ACCESS CANNOT BE PROVIDED. CONFER WITH THE ENGINEER
AS TO THE METHOD OF APPROACH FOR MINIMIZING EFFECT OF REDUCED
ACCESS WHICH MAY RESULT.
MAINTAIN MAXIMUM HEADROOM AT ALL TIMES. RUN PIPES EXPOSED WHERE
SHOWN AND/OR NOTED ON DRAWINGS. ALL DUCTWORK SHALL BE INSTALLED
AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS.
COORDINATE ELEVATIONS AND LOCATIONS WITH WORK OF OTHER
CONTRACTORS.
DIFFUSER SIZES SHOWN ARE NECK SIZES, REGISTER AND GRILLE SIZES ARE
NOMINAL.
KEEP ALL NEW DUCTWORK CLEAN DURING INSTALLATION, BY COVERING
ENDS OF OPEN DUCT RUNS.
ALL CONCEALED SUPPLY DUCTWORK INSULATION SHALL BE FIRE RATED IN
ACCORDANCE w/ ASHARE 90A, 50/20 SMOKE DEVELOPMENT & FLAME SPREAD
REQUIREMENTS.
INSULATION SHALL NOT BE INSTALLED UNTIL AFTER ALL PIPE TESTING
PROCEDURES HAVE BEEN COMPLETED, AND THE BUILDING IS COMPLETELY WATER
PROOF. ANY INSULATION THAT GETS WET DURING CONTRUCTION SHALL BE
REPLACED WITH NEW.
SUBSTITUTE FLAT OVAL OR RECTANGULAR DUCT WHERE CLEARANCES
AND OTHER BUILDING COMPONENT RESTRICT THE USE OF ROUND
DUCTWORK.
PROVIDE NEOPRENE FLEXIBLE CONNECTION BETWEEN DUCTWORK AND
ANY RECIPROCATING OR ROTATING EQUIPMENT.
STAIR, ELEVATOR SHAFT VENTS, HVAC EQUIPMENT, AND OTHER DAMPERS
INTEGRAL TO THE BUILDING ENVELOPE MUST BE EQUIPPED WITH
MOTORIZED DAMPERS AND 1/4" MECH SCREEN.
COORDINATE ROUTING OF ALL DUCTWORK WITH LIGHTING LAYOUT AND
STRUCTURAL.
COORDINATE LOCATION OF ALL DIFFUSERS, REGISTERS AND GRILLES
WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ALL TRADES.
A.
SEE SPECIFICATIONS FOR SPACING OF GAS PIPE SUPPORTS. PAINT ALL GAS PIPE
FITTINGS AND EXPOSED THREADS TO PREVENT CORROSION.
THOROUGHLY CLEAN PIPING BEFORE PAINTING.
BRANCH DUCTWORK TO DIFFUSERS TO BE THE SAME SIZE AS THE DIFFUSER NECK
UNLESS NOTED OTHERWISE.
MECHANICAL GENERAL NOTES
A.CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL
DRAWINGS AND SPECIFICATIONS. NEITHER THE DRAWINGS NOR THE
SPECIFICATIONS SHALL BE COMPLETE WITHOUT THE OTHER.
B.THE DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THE SMALL SCALE OF
THE DRAWING, AND COMPLEXITY OF INSTALLATION, THEY DO NOT SHOW
EVERY OFFSET, BEND OR ELBOW NECESSARY FOR THE COMPLETE
INSTALLATION IN THE SPACE PROVIDED. ALL DUCTWORK, AND
PIPING SHALL BE CHECKED AND COORDINATED WITH THE DRAWINGS AND
EXISTING CONDITIONS. VERIFY INSTALLATION REQUIREMENTS AT PRE-BID
SITE INSPECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
EXISTING CONDITIONS AND OBSTACLES. CONTRACTOR SHALL FIELD
VERIFY LOCATIONS OF ALL EXISTING PIPING, CONDITIONS, TIE-INS ETC.
C.PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS
SHOWN, SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY
COORDINATE WORK OF THIS CONTRACT WITH WORK OF OTHER
CONTRACTORS AND PROVIDE COMPLETE AND FULLY FUNCTIONAL
INSTALLATION. REMOVE ALL DEBRIS CAUSED BY THIS CONTRACTOR'S WORK.
D.ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE IN
ACCORDANCE WITH THE STANDARDS, REGULATIONS, CODES,
ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS,
AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION.
E.THE DOCUMENTS AND SPECIFICATIONS SHALL GOVERN WHERE THEY
EXCEED CODE REQUIREMENTS.
F.BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY
EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS
SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK
CAUSED BY UNFAMILIARITY OF THE SITE CONDITIONS THAT ARE VISIBLE OR
READILY CONSTRUED BY AN EXPERIENCED OBSERVER.
G.CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS AT THE COMPLETION OF
THE PROJECT. AS WORK PROGRESSES AND FOR DURATION OF CONTRACT,
MAINTAIN COMPLETE SET OF PRINTS OF CONTRACT DRAWINGS AT JOB
SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL CHANGES FROM
ORIGINAL CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING
WORK INSTALLED AS A MODIFICATION OR ADDITION TO THE ORIGINAL
DESIGN. TURN OVER TO OWNER AT CONCLUSION OF CONSTRUCTION. "AS
BUILT" DRAWINGS IN ACCORDANCE WITH CONTRACT GENERAL
REQUIREMENTS AND PROJECT RECORD DOCUMENTS.
H.ALL ROOF PENETRATIONS, PATCHING AND FLASHING SHALL BE BY THE
ROOFING CONTRACTOR. MECHANICAL CONTRACTOR SHALL CONTACT AND
COORDINATE WITH THE ROOFING CONTRACTOR.
I.ADDRESS QUESTIONS REGARDING DRAWINGS TO ENGINEER IN WRITING
BEFORE AWARD OF CONTRACT. OTHERWISE, ENGINEER'S
INTERPRETATION OF MEANING AND INTENT OF DRAWINGS SHALL BE FINAL.
J.EACH CONTRACTOR SHALL GIVE NOTICES, FILE PLANS, OBTAIN PERMITS
AND LICENSES, PAY FEES AND BACK CHARGES AND OBTAIN NECESSARY
APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION FOR ITS WORK.
K.GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL
DRAWINGS OF THIS SECTION. (DIVISION 20-25)
L.WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL
PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN
MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES AND DUCTS
EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS.
MATERIALS AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING
TO MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, SO THAT
COMPLETED INSTALLATION SHALL OPERATE SAFELY AND EFFICIENTLY.
M.
N.
ALL EQUIPMENT, PIPING, WIRING AND INSULATION, ETC,. INSTALLED IN
HVAC AIR PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE
AND COMBUSTIBILITY.
O.
EACH CONTRACTOR SHALL FIRE STOP ALL NEW AND EXISTING SLEEVES
THROUGH CONCRETE FLOOR AND FIRE RATED WALLS OR PARTITIONS
WITH UL RATED ASSEMBLIES WITH EQUAL FIRE RATING.
P.
EACH CONTRACTOR SHALL COORDINATE PROPER ACCESS TO EQUIPMENT
THAT REQUIRES INSPECTION, REPLACEMENT OR REPAIR. ACCESS PANELS
TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. ALL
LOCATIONS SHALL BE CONFIRMED AND COORDINATED WITH ENGINEER.
Q.
DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS, ABOVE FLOOR SLAB
OR ROOF, ALL SUPPORT SHALL COME FROM BUILDING STRUCTURE.
R.
PRODUCTS SUBMITTED AND APPROVED FOR USE THAT NECESSITATE
CHANGES TO THE WORK OF OTHER TRADES OF THE CONTRACT SHALL BE
PROVIDED BY, COORDINATED, AND ARRANGED BY THE CONTRACTOR
WITHOUT ADDITIONAL COST TO THE OWNER OR ENGINEER.
S.
CONTRACTOR SHALL COORDINATE ITS RESPECTIVE CEILING MOUNTED
EQUIPMENT WITH OTHER CONTRACTORS PRIOR TO INSTALLATION TO
AVOID CONFLICTS.
T.
EACH CONTRACTOR IS RESPONSIBLE FOR ITS CUTTING AND PATCHING
REQUIRED FOR THE INSTALLATION OF ITS NEW WORK. CUTTING AND
PATCHING SHALL BE COMPLETED IN A NEAT AND WORKMANLIKE MANNER.
PATCHING MATERIALS SHALL MATCH EXISTING MATERIALS TO THE GREATEST
EXTENT POSSIBLE. PROVIDE TOUCH-UP TO MATCH EXISTING SURROUNDING AREAS
OF CUTTING AND PATCHING WORK.
U.
PRIOR TO ACCEPTANCE OF THE FACILITY EACH RESPECTIVE CONTRACTOR
SHALL ASSURE THAT ALL SYSTEMS SHALL BE TESTED, BALANCED AND ARE
OPERATED IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS, AND AS A DEMONSTRATION TO THE OWNER, OR THE
OWNER'S REPRESENTATIVE THAT THE INSTALLATION AND PERFORMANCE OF
THESE SYSTEMS AND/OR PARTS CONFORM TO THE DESIGN INTENT.
V.
ENTRY AND PLACEMENT OF EQUIPMENT: MAKE ALL PROVISIONS FOR ENTRY
AND PLACEMENT OF EQUIPMENT TO THE INSTALLED LOCATIONS INDICATED
AND ARRANGE FOR EQUIPMENT TO BE DELIVERED IN SECTIONS SMALL
ENOUGH TO PERMIT USE OF REGULAR ENTRANCES. WHEN THIS IS NOT
PRACTICAL SCHEDULE DELIVERY AND COORDINATE OPENINGS AND TIMES
WHEN THE BUILDING HAS ADEQUATE ACCESS OPENINGS TO LOCATE
EQUIPMENT WITHIN THE BUILDING.
W.
EXISTING CONDITIONS WHERE TAKEN FROM ORIGINAL DRAWINGS AND SITE
VISITS AND MAY NOT REFLECT EXACT "AS BUILT" CONDITIONS. FIELD
VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS.
COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND
EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
CONTROL SYSTEM DEMONSTRATION: PRIOR TO TURNOVER CONTRACTOR SHALL
DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEM WITH THE OWNER'S
REPRESENTATIVE. INCLUDE DEMONSTRATION OF CONTROL SYSTEM INTERLOCK,
COOLING, HEATING AND DEHUMIDIFICATION MODES OF OPERATION AND OUTSIDE
AIR DAMPER MODULATION. OBTAIN DOCUMENTATION FROM OWNER THAT
DEMONSTRATION HAS BEEN COMPLETED.
EQUIPMENT AND VALVES INSTALLED IN CEILING SPACE TO BE LOCATED NO HIGHER
THAN 1'-0" ABOVE FINISHED CEILING.
DUCT ELBOW UP
FIRE DAMPER & ACCESS PANEL
SMOKE DAMPER & ACCESS PANEL
ROUND DUCT, SIZE SHOWN
EXHAUST AIRFLOW
SUPPLY AIRFLOW
RETURN AIRFLOW
MANUAL VOLUME, MVB CONTROL DAMPER
BLANK-OFF PANEL, SHADED SIDE OF DIFFUSER
DUCT ELBOW DOWN
SUPPLY AIR
RETURN AIR
EXHAUST AIR
FIRST NUMBER IS DIMENSION OF SIDE SHOWN
DUCT ELBOWS w/ TURNING VANES OR RADIUS
FLEXIBLE DUCT
TAKE OFF w/ VOLUME DAMPER IN BRANCH DUCT
SUPPLY REGISTER (SIDE WALL)
GATE VALVE
CAPPED LINE
TEE DOWN
ELBOW UP
ELBOW DOWN
CONNECT TO EXISTING
KEY NOTES
EQUIPMENT TAG
SECTION CUT
DETAIL REFERENCE
TEE UP
GAS
REFRIGERATION LIQUID LINE
REFRIGERATION SUCTION LINE
G
L
S
MECHANICAL ABBREVIATIONSSYMBOLS
S
C
M
COMBINATION FIRE/SMOKE DAMPER &
ACCESS PANEL
MOTORIZED DAMPER & ACCESS PANEL
DUCTWORK
PIPING
CONTROL VALVE
RELIEF VALVE
BALL VALVE
ANGLE VALVE
GLOBE VALVE
BUTTERFLY VALVE
UNION
PIPE TO BE REMOVED
CHECK VALVE
TEMPERATURE SENSOR
HUMIDITY SENSOR
DEW POINT SENSOR
HVAC GENERAL NOTES
ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOOR
PENETRATIONS. REFER TO STRUCTURAL DRAWINGS FOR DIMENSIONED
LOCATIONS OF FRAMED OPENINGS FOR RTUS, PRVS, ROOF DRAINS AND
OTHER FRAMED OPENINGS.
ALL FRESH AIR INTAKES TO BE AT LEAST 10'-0" FROM EXHAUST OR FLUES AND 30'-0''
FROM AMMONIA REFRIGERATION ROOM EXHAUST.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
Q.
R.
PIPE
INSULATION
GALVANIZED
STEEL SHIELD
HIGH DENSITY
INSULATION
INSERT OR
WOOD BLOCK
SEE SPECIFICATIONS
PIPE RING HANGER CLEVIS HANGER
GENERAL NOTES:
SUPPORT FROM TRUSS TOP CHORD PANEL POINT AT TRUSS LOCTIONS.
STEEL ANGLE
MAXIMUM LOAD ON A PANEL IS 100 LBS, UNLESS APPROVED BY STRUCTURAL
ENGINEER. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS.
STRAP HANGER
ROD HANGER
STRAP HANGER
ROD HANGER OR
STRAP HANGER
36" MAXIMUM
DUCT DIAMETER
BAND SAME SIZE
AS STRAP
HANGER
PRE-PUNCHED CHANNEL
SUPPORT FASTENED TO
TOP OF TRUSS OR BEAM.
TYPICAL.
DUCT WIDTHS
36" OR GREATER
DUCT WIDTHS
LESS THAN 36"
A.
B.
C.
REFER TO "SMACNA HVAC DUCT CONSTRUCTION STANDARDS" FOR HANGER REQUIREMENTS,
INCLUDING SIZES OF STRAP HANGERS, ROD HANGERS, STEEL ANGLES AND FASTENERS.
ROOF DECK
TYPICAL
SCREW STRAP TO
DUCT. MINIMUM
1" STRAP LENGTH
ON UNDERSIDE
OF DUCT.
GREATER THAN
36" DUCT DIAMETER
TRUSS OR
STEEL BEAM
TYPICAL
D.
E.
NOT USED.
DO NOT INSTALL DUCTWORK CLOSER THAN 8" TO WATER, FIRE PROTECTION, AND
GAS PIPING.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
NOT TO SCALE
MECHANICAL TITLE
SHEET, SYMBOLS &
ABBREVIATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M1.0
10/13/2023
22-002 -
M - MECHANICAL SHEET INDEX
SHEET
NUMBER SHEET NAME
M1.0 MECHANICAL TITLE SHEET, SYMBOLS & ABBREVIATIONS
M1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN - OVERALL
M2.1 FIRST FLOOR MECHANICAL PLAN - OVERALL
M2.1A FIRST FLOOR MECHANICAL PLAN - SE QUAD
M2.1B FIRST FLOOR MECHANICAL PLAN - NE QUAD
M2.1C FIRST FLOOR MECHANICAL PLAN - NW QUAD
M2.1D FIRST FLOOR MECHANICAL PLAN - SW QUAD
M2.2 MEZZANINE FLOOR MECHANICAL PLAN - OVERALL
M2.3 MECHANICAL ROOF PLAN - OVERALL
M2.4 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 1
M2.4A FIRST FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUAD
M2.4B MEZZANINE FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUAD
M2.5 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 1
M2.6 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 2
M2.6A FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SE QUAD
M2.6B FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SW QUAD
M2.7 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 2
M2.8 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 3
M2.8A FIRST FLOOR MECHANICAL PLAN - ADD ALT 3 - SE QUAD
M2.8B FIRST FLOOR MECHANICAL PLAN - ADD ALT 3 - SW QUAD
M5.0 MECHANICAL DETAILS
M5.1 MECHANICAL GAS RISER
M6.0 MECHANICAL SCHEDULES
M6.1 MECHANICAL SCHEDULES
NOT TO SCALEM1.0
1 INSULATED PIPE AT HANGER DETAIL
NOT TO SCALEM1.0
2 DUCT HANGER DETAILS
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
1
GENERAL NOTES:
1. DIVISION 23 CONTRACTOR SHALL ASSIST DEMOLITION CONTRACTOR IN
DISCONNECTION OF EXISTING GAS SERVICE.
KEYNOTES:
1 COORDINATE WITH GAS UTILITY TO DISCONNECT, REMOVE, AND RELOCATE
EXISTING GAS SERVICE.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL DEMOLITION
PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M1.1
10/13/2023
22-002 -
1/16" = 1'-0"M1.1
1 FIRST FLOOR MECHANICAL DEMOLITION PLAN - OVERALL
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
SD
SD
SD
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
MATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BB1
1
1
1
1
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
2. REFER TO 1/8 SCALE PLANS OF EACH QUADRANT FOR DETAILED DESIGN
INFORMATION.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.1
10/13/2023
22-002 -
1/16" = 1'-0"M2.1
1 FIRST FLOOR MECHANICAL PLAN - OVERALL
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
11
22
33
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5
M.4
M.4
MATCHLINE AAMATCHLINE BBDS 120
6"x6"
U
AC
2A DS 280
6"x10"
DR 280
10"x6"
DR 75
6"x6"
DS 75
6"x6"
DR235
10"x6"
DS75
6"x6"DR75
6"x6"
DR75
6"x6"
DS235
10"x6"
DS75
6"x6"
DR12"x8"
DS445
12"x8"DR235
8"x6"
DS235
8"x6"
DR350
12"x6"
DS350
12"x6"
DS335
12"x6"
DR335
12"x6"
DR335
12"x6"
DS335
12"x6"
DR 12"x8"DR12"x8"14"ø20"ø12"ø22"ø
LG 24" x24"
LP 265
10"Ø -(3)1" -48"L
LP 355
10"Ø -(3)1" -48"L
LP 355
10"Ø -(3)1" -48"L
LP 355
10"Ø -(3)1" -48"L
LP 350
10"Ø -(3)1" -48"L
LG 24" x24"18"ø22"ø1
3
4
1
1
1
1
1
1
1
1
4
ERV
4 TH 2
5
1" CD
REF-L
REF-S
6
M5.0
6 1" CD
5
7
8
8
10
9
4"ø
12"x8"
10"ø
10"ø
10"ø
10"ø
10"ø
6"x6"12"ø10"x6"
6"x6"
6"x6"
10"x6"
11 111111
14"ø
14"ø
16"ø16"ø20"ø
12"x6"
12"x6"
12"x6"
1
1
1
1
1
1
1
12"ø12"ø3/4" G6"x6"
10"x6"6"x6"
6"x6"
6"x6"
10"x6"
12"x8"12"ø12"x6"
8"x6"
8"x6"
12"x8"
DR 500
12"x10"
12"x10"46"x20"UH
1
13
12
1" CD
14
6
1" CD
15
18
16
17
DS285
12"x6"DS285
12"x6"
DS100
6"x6"
DR8"x8"DR8"x8"
DS100
6"x6"
DR8"x8"DR8"x8"
12"x6"
6"x6"
BOTH SIDES
OF WALL
BOTH SIDES
OF WALL
19
16"ø
16"ø
3/4" G
20
21
20
22
1
1
TH ERV
022
11
M5.0
MATCHLINE AA
MATCHLINE BB1
TH ERV
012
1
THERV
01
2
1
TH ERV
01 2
1
1
TH ERV
01 2
TH RTU
12 2
25
25
25
15 11
M5.0
DR 10"x6"
DS130
10"x6"
11
1
1
THRTU
06
SCO
S NO2
33
3333
1
1
C.O.AC
2A T
12"ø10
M5.0
9
M5.0
31
S 27
DS 100
6"x6"
T
S
S
S
28
29
32
28
DR 8"x8"DR 8"x8"
ERV
4 TH2
1
LG 24" x24"
DS 600
18"x8"DR 615
18"x8"
18"x8"
LG 24" x24"
1
1
24
1
34M5.0
11
600
MBH
BOTH SIDES
OF WALL
F
07
F
08
1
22.5
MBH
15M5.0
11199
MBH
3/4" G
TRAINING
129
DR 12"x12"
DR12"x12"
DR24"x12"DR24"x12"
DR24"x12"DR24"x12"
EUH
08
EUH
07
BOTH SIDES
OF WALL
BOTH SIDES
OF WALL
20"x8"
20"x8"
AC
4A
EUH
06
55
6
EUH
05
1" G
DS600
12"x12"
DS600
12"x12"
6
M5.0
ELEC
134
METER/RISER
179
REFRIGERATION
172
F
07T
F
08T
35
35
30
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
MERCYHEALTH
ARENA
136
Y.H.
STORAGE
137
WET
TEAM
ROOM #1
138
WET
TEAM
ROOM #2
140
YH
COACH
143
MAIN
TEAM
ROOM
132
36
AC
4AT 36
LAUNDRY
131
MAIN
COACH
133ICE RINK
CIRCULATION
135
MECHANICAL
168
ELECTRICAL
169
VESTIBULE
171
STORAGE
135 (A)
KEYNOTES:
PROVIDE BALANCING DAMPER AT BRANCH TAKE-OFF IN AN ACCESSIBLE
LOCATION.
TEMPERATURE AND HUMIDITY SENSOR, MOUNT AT 60" AFF.
TERMINATE RETURN DUCTS ABOVE CEILING FOR RETURN AIR PLENUM.
TRANSFER AIR GRILLE TO RETURN AIR PLENUM.
MOUNT AC WALL UNIT WITH INTEGRAL CONDENSATE PUMP 8" BELOW
FINISHED CEILING. ROUTE PIPING AS HIGH AS POSSIBLE. EXTEND
REFRIGERANT PIPES UP TO ROOF MOUNTED CONDENSING UNIT PER
DETAIL.
EXTEND CONDENSATE DRAIN TO OPEN FIXTURE WASTE WITH AIR GAP
PER CODE.
CONDENSATE PIPE UP TO VP-3, SEE M2.2 FOR CONTINUATION.
22"ø SUPPLY AND 22"ø RETURN DUCT UP TO ERV-4 ON ROOF.
4"ø DRYER EXHAUST DOWN, CONNECT TO DRYER, VERIFY LOCATION.
4"ø DRYER EXHAUST UP THROUGH ROOF, TERMINATE WITH GOOSENECK.
FOR CONTINUATION SEE SHEET M2.1D.
12"x10" EXHAUST UP TO FAN F-5 ON ROOF. PROVIDE FLEXIBLE
CONNECTION AT FAN.
46"x20" EXHAUST UP TO FAN F-6 ON ROOF. PROVIDE FLEXIBLE
CONNECTION AT FAN.
CONDENSATE PIPE UP TO VP-2, SEE M2.2 FOR CONTINUATION.
CONNECT GAS PIPING TO WATER HEATER FURNISHED BY DIVISION 22,
SEE DETAIL.
20"ø SUPPLY DUCT UP TO ERV-1 ON ROOF.
16"ø RETURN DUCT UP TO ERV-1 ON ROOF.
14"ø RETURN DUCT UP TO ERV-1 ON ROOF.
LOUVER BY GENERAL CONTRACTOR. 96"x44" INTAKE LOUVER WITH
80"x44" MOTORIZED DAMPER ON LEFT AND 16"X44" MOTORIZED DAMPER
ON THE RIGHT. COORDINATE SIZING WITH THE ARCHITECT, PROVIDE
EXPANDED METAL GRILL OVER INSIDE OPENING.
1" GAS PIPING UP.
GAS METER AND SERVICE BY LOCAL UTILITY, 5.0 PSIG METER OUTLET
PRESSURE, 12,145 MBH TOTAL CONNECTED LOAD. PROVIDE PLUG VALVE
AND UNION AT METER DISCHARGE.
3" NG PIPING UP SIDE OF BUILDING, PAINT TO MATCH BUILDING.
20"x8" EXHAUST DUCT WITH MVD OPEN TO PLENUM, BALANCE TO 735
CFM.
20"x8" EXHAUST DUCT WITH MVD OPEN TO PLENUM, BALANCE TO 700
CFM.
SEE SHEET M2-1B FOR CONTINUATION AND DIFFUSER TAGS.
NOT USED.
REFRIGERATION SENSOR PROVIDED BY REFRIGERATION CONTRACTOR.
CONNECT TO SENSOR AND VENTILATE ROOM AS DETAILED IN CONTROL
SPECIFICATIONS, COORDINATE LOCATION WITH REFRIGERATION.
EMERGENCY VENTILATION SWITCH PER LOCAL CODE REQUIREMENTS,
REFER TO SPECIFICATIONS.
INTERLOCK CONTROLS FOR FAN F-5 WITH ROOM LIGHT SWITCH. FAN IS
TO BE ON WHEN ROOM IS OCCUPIED. SMALL SECTION OF INTAKE
LOUVER SHALL OPEN WHEN FAN F-5 IS ENERGIZED.
INTAKE AND VENT PIPES UP THROUGH ROOF TO COMBINATION ROOF
DISCHARGE, SEE DETAIL.
TERMINATE EXHAUST DUCT WITH EXPANDED METAL GRILLE.
SPACE SENSOR FOR TEMPERATURE CONTROL OF UNIT HEATER AND
COOLING FUNCTION OF FAN F-6, SEE DIVISION CONTROL
SPECIFICATIONS.
TEMPERATURE, DEWPOINT, CARBON MONOXIDE, AND NO2 SENSORS,
MOUNT AT 5'-0" AFF, COORDINATE FINAL LOCATION WITH OWNER.
CONNECT GAS PIPING TO DRYER FURNISHED BY OTHERS, SEE SIMILAR
DETAIL.
THERMOSTAT FOR CONTROL OF TRANSFER FAN, MOUNT AT 5'-0" AFF,
COORDINATE FINAL LOCATION WITH OWNER.
TEMPERATURE SENSOR, MOUNT AT 60" AFF. COORDINATE LOCATION
WITH OWNER.
1
2
GENERAL NOTES:
1. REFER TO M0.0 FOR GENERAL NOTES.
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.1A
10/13/2023
22-002 -1/8" = 1'-0"M2.1A
1 FIRST FLOOR MECHANICAL PLAN - SE QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
11
22
33
A
A
B
B
C
C
D
D
F
F
H
H
G.8
G.8
G
G
F.9
F.9
F.3
F.3
MATCHLINE AA MATCHLINE BBLD300
10"Ø
LD250
10"Ø
14"ø
VESTIBULE
163
MALL
CONNECTION
164
TEMP
STORAGE
174
HOCKEY
STORAGE
173
MULTIPURPOSE
ARENA
CIRCULATION
154 (B)
GENERAL
BUILDING
STORAGE
167
IT/GEN
STORAGE
176
LOBBY /
LINK
155
LOBBY /
LINK
155
MULTI-USE
CONVENTION
SPACE
156
MULTI-PURPOSE
AREA
154
LOADING/RECEIVING/STORAGE
160
STORAGE
158
WARMING
ROOM
159
10"ø
DS150
6"x6"
DS 150
6"x6"
DS90
6"x6"
DR150
6"x6"
DR 150
6"x6"
DR 90
6"x6"
LD300
10"Ø
LD 325
10"Ø
LD300
10"Ø
LG24"x24"LG24"x24"
RTU
08
DS250
10"x6"DS250
10"x6"
DS250
10"x6"
DR375
14"x6"DR 375
14"x6"
16"ø10"ø
16"ø 10"x6"
10"ø
RTU
092
111
1 1
LD300
10"Ø
10"ø
10"ø
12"ø 12"ø 10"ø16"ø
11
1
2
16"ø
M5.0
2
TYPICAL
M5.0
1
TYPICAL
6"x6"THRTU
9
3
THRTU
8
3
LD150
8"Ø
1 1 1
12"ø LG 24"x12"
8"ø 8"ø
12"ø RTU
10
RTU
11
18"ø
18"ø
DR12"x8"
DR12"x8"DR12"x8"
DS305
12"x6"
DS305
12"x6"
DS305
12"x6"
DS305
12"x6"
DS300
12"x6"
DS50
6"x6"
DS285
12"x6"
1
1
1
1
1 1
1
18"ø
6"x6"
18"ø
THRTU
113
RTU
12
18"ø4
5
16"ø
16"ø
13
RESURFACER/
SHOP
TOOLS/LAUNDRY
17018"ø14"ø
LG 300
24"x24"
LG425
24"x24"
LG75
12"x12"
LG 75
12"x12"
12"ø
6"ø
F
04
LD75
6"Ø
LD75
6"Ø
LD75
6"Ø
LD75
6"Ø LD75
6"Ø
1" CD
1
1
10"ø
6"ø
6"ø 6"ø
10"ø
12"ø
17
12
1 1
1
1
6"ø
6"ø
LP190
8"Ø -(2)1" -48"L
LP8"Ø -(2)1" -48"L
LP190
8"Ø -(2)1" -48"L
LP8"Ø -(2)1" -48"L
LP190
8"Ø -(2)1" -48"L
LP190
8"Ø -(2)1" -48"L
LP8"Ø -(2)1" -48"L
LP190
8"Ø -(2)1" -48"L
LP8"Ø -(2)1" -48"L
LP190
8"Ø -(2)1" -48"L
22"ø18"ø8"ø
8"ø
8"ø
1
1
1
1
1
18"ø
1
1
11
6
WOMEN'S
165
10"ø
10
10
SEE MEZZANINE PLAN FOR HVAC SYSTEMS IN THIS AREA.
SEE MEZZANINE PLAN FOR HVAC SYSTEMS IN THIS AREA.22"ø18"ø
13
CO
11
M5.0
1313
6"x6"
1
THRTU
102 13
2
AC
5A14M5.0
6
AC
5A T15
10"ø
F
09 6
16
C.O.
17
16"øF.S.
STORAGE
175
ELECTRIC
157
AV
CLOSET
157 (A)
LD 200
24"x24"
8"ø
8"ø
6"ø
8"ø
8"ø
1
LP150
8"Ø -(2)1" -48"L LP150
8"Ø -(2)1" -48"L LP150
8"Ø -(2)1" -48"L
LG425
24"x24"
12"ø
LG 300
24"x24"
10"ø 10"ø
T/A DR18"x16"
18"x16"
1
1
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
16"ø SUPPLY AND RETURN DUCTS UP TO RTU ON ROOF. TRANSITION TO
RTU CONNECTION SIZES AND CONNECT TO UNIT WITH FLEXIBLE
CONNECTION.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 5'-0" AFF. COORDINATE
LOCATION WITH OWNER.
12"ø SUPPLY AND RETURN DUCTS UP TO RTU ON ROOF. TRANSITION TO
RTU CONNECTION SIZES AND CONNECT TO UNIT WITH FLEXIBLE
CONNECTION.
18"ø SUPPLY AND RETURN DUCTS UP TO RTU ON ROOF. TRANSITION TO
RTU CONNECTION SIZES AND CONNECT TO UNIT WITH FLEXIBLE
CONNECTION.
16"ø EXHAUST DUCT UP TO PRV ON ROOF.
3/4" GAS PIPING DOWN TO WATER HEATER FROM ROOF. SEE M2.3 FOR
CONTINUATION.
2" GAS PIPING UP THROUGH ROOF.
EXTEND GAS PIPING TO WATER HEATER. PROVIDE GAS SHUT-OFF VALVE,
UNION, REGULATOR, AND DRIP TEE. REFER TO DETAIL 7/P500.
CONTROL PANEL FOR RADIANT HEATING SYSTEM, MOUNT AT 5'-0" A.F.F.
1" CONDENSATE DRAIN UP TO RADIANT HEAT VACUUM PUMP.
1" CONDENSATE DRAIN DOWN TO MOP SINK, TERMINATE WITH CODE-
COMPLIANT AIR GAP.
INSULATE FIRST 10'-0" OF DUCTWORK FOR ACOUSTIC SOUND
INSULATION.
MOUNT AC WALL UNIT WITH INTEGRAL CONDENSATE PUMP 8" BELOW
FINISHED CEILING. ROUTE PIPING AS HIGH AS POSSIBLE. EXTEND
REFRIGERANT PIPES UP TO ROOF MOUNTED CONDENSING UNIT PER
DETAIL.
TEMPERATURE SENSOR, MOUNT AT 60" AFF. COORDINATE LOCATION
WITH OWNER.
16"ø EXHAUST DUCT DOWN TO HOOD.
3/4" GAS PIPING DOWN TO OVENS FROM ROOF. SEE M2.3 FOR
CONTINUATION.
1
2
GENERAL NOTES:
1. REFER TO M0.0 FOR GENERAL NOTES.
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.1B
10/13/2023
22-002 -
1/8" = 1'-0"M2.1B
1 FIRST FLOOR MECHANICAL PLAN - NE QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
55
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
G.8
G.8
G
G
F.9
F.9
9
VAV
1-13
VAV
1-12
VAV
1-11
LP200
10"Ø -(2)1" -48"L LP200
10"Ø -(2)1" -48"L
LP200
10"Ø -(2)1" -48"L
LP200
10"Ø -(2)1" -48"L LP200
10"Ø -(2)1" -48"L
16"ø 16"ø16"ø
12"ø18"ø32"ø16"ø
RTU
01
10"ø 10"ø 10"ø
16"ø
LP170
8"Ø -(2)1" -48"L
LP 170
8"Ø -(2)1" -48"L
12"ø
LP 250
10"Ø -(3)1" -48"L
20"ø
LP 200
10"Ø -(2)1" -48"LLP200
10"Ø -(2)1" -48"L
8"ø 12"ø
12"ø
12"ø
LD120
8"Ø
LD100
8"Ø
LD120
8"Ø
LD 150
8"ØLD130
8"Ø
16"ø
LD 120
8"Ø
LD120
8"Ø
12"ø
12"ø
LD 110
8"Ø 16"ø8"ø
8"ø
8"ø
12"ø
12"ø
LD80
6"Ø
LP 170
8"Ø -(2)1" -48"L
8"ø
8"ø
LP170
8"Ø -(2)1" -48"L
SKATE
RENTAL
108
BREAKROOM
109
ADMIN
112
OFFICE
110
OFFICE
111
MAIN
LOBBY
101
VESTIBULE
100
MEETING
ROOM (A)
102
MEETING
ROOM (B)
103
STOR
104
FIRST AID
105
COPY
AREA
112 (A)
CONCESSIONS
115 (B)
FOOD
PREP
115 (A)
MULTI-PURPOSE
AREA
154
ELEV EQ
153
ELEV
152
MULTI-USE
CONVENTION
SPACE
156
LOBBY /
LINK
155
ICE
ARENA
LOBBY
117
DR12"x12"
10"ø 20"ø28"ø28"øTVAV
1-12
MAIN
LOBBY
101
77
F.3
F.3
T
VAV
1-13
TVAV
1-11
T VAV
1-10
LG24"x6"
8"ø
LG8"Ø LG8"Ø
LG24"x6"
LG 24"x12"
(TYP. OF 2)
LP200
10"Ø -(2)1" -48"L
16"ø
26"ø
20"ø
20"ø20"ø
20"ø16"ø
10"ø
LP170
8"Ø -(2)1" -48"L
LP 170
8"Ø -(2)1" -48"LLP170
8"Ø -(2)1" -48"L
LP 230
10"Ø -(3)1" -48"L
LP 230
10"Ø -(3)1" -48"L
LP 230
10"Ø -(3)1" -48"L
LP230
10"Ø -(3)1" -48"L LP230
10"Ø -(3)1" -48"L LP230
10"Ø -(3)1" -48"L LP230
10"Ø -(3)1" -48"L
8"ø
LP 150
8"Ø -(2)1" -48"LLP150
8"Ø -(2)1" -48"L
LD400
10"Ø
VAV
1-17
16"ø
LP 150
8"Ø -(2)1" -48"L
LP 150
8"Ø -(2)1" -48"L
20"ø
LG940
24"x24"
LD 125
8"Ø LD125
8"Ø
LP 150
8"Ø -(2)1" -48"L
LP 150
8"Ø -(2)1" -48"L
LD400
10"ØVAV
1-16
14"ø
10"ø
10"ø
10"ø8"ø
8"ø
8"ø
LG 1000
24"x24"
16"ø
8"ø 10"ø
8"ø
8"ø
VAV
1-15
16"ø
8"ø 8"ø
10"ø
10"ø
LG24"x6"LG24"x6"
LG24"x6"
LG 24"x6"
8"ø
TVAV
1-17
8"ø
8"ø
8"ø
12"ø
8"ø
26"ø
MATCHLINE AA
MATCHLINE BBT
VAV
1-14
T
VAV
1-15
DR48"x24"
5
5 5
6
1
1
1 1
1
1
1
1
1
7
6"ø
7
3
TVAV
1-16
3
3
3
4
1
1
1
1
1
1 1 1 110"ø
10"ø
1
1
1
14 14 14 14 14
5 5
LD 100
8"Ø
5
1
1
1 1
1
1
1
1 1
1
3
7
7
71
1 1
20"ø
LP170
8"Ø -(2)1" -48"L
LP240
10"Ø -(2)1" -48"L LP240
10"Ø -(2)1" -48"L LP240
10"Ø -(2)1" -48"L LP240
10"Ø -(2)1" -48"L LP240
10"Ø -(2)1" -48"L
1
1
1 1 1 1
1
1
1
5
10"ø 10"ø 10"ø 10"ø 10"ø
T VAV
1-9
6
12"ø
12
15
32"ø
1 10"ø
8
LP190
8"Ø -(2)1" -48"L
LP 8"Ø -(2)1" -48"L
LP8"Ø -(2)1" -48"L22"øLP200
10"Ø -(2)1" -48"L
8"ø
LP200
10"Ø -(2)1" -48"L
8"ø
8"ø
M5.0
1
TYPICAL
M5.0
2
TYPICAL
3
3
1
1
8"ø
LG 450
24"x12"
LG730
24"x24"
14"ø
34"ø
9
9
9
9
9
9
9
9
9
9
9
12"ø
F
01 10"ø10
12"ø
11 1111111111
11
11
11
11
VAV
1-8
16"ø
20"ø
LD600
12"Ø
LD600
12"Ø14"ø
5
1
1
12"ø
TH RTU
1 4
(TYP. OF 2)
10"ø16"ø
1
8"ø
8"ø
34"ø
32"ø
32"ø
32"ø
8"ø
9
10"ø 10"ø
3 SG900
24"x24"
16"ø
LP 180
8"Ø -(2)1" -48"L 1
DR 20"x20"VAV
1-14
VAV
1-9
VAV
1-10
DR24"x18"
DR 24"x18"
13
1
1
12"ø24"øSEE MEZZANINE PLAN FOR HVAC SYSTEMS IN THIS AREA.
MATCHLINE AA MATCHLINE BB20"ø 1
1
1
THRTU
044
TH RTU
02 4
1
1
1
1
EUH
03
EUH
02
24"x18"
LP190
8"Ø -(2)1" -48"L
1
LG75
6"Ø
8"ø
LD50
6"Ø LG150
8"Ø
LG 300
10"Ø
6"ø
6"ø 9
9 10"ø
8"ø
T/ADR18"x16"
18"x16"1
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
NOT USED.
TEMPERATURE SENSOR, MOUNT AT 5'-0" AFF. COORDINATE LOCATION
WITH OWNER.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 5'-0" AFF. COORDINATE
LOCATION WITH OWNER.
MOUNT EQUIPMENT AT 1'-0" ABOVE FINISHED CEILING IN AN ACCESSIBLE
LOCATION.
MOUNT EQUIPMENT AS HIGH AS POSSIBLE IN AN ACCESSIBLE LOCATION.
TRANSFER AIR DUCT.
24"ø SUPPLY DUCT UP. SEE SHEET M2.2 FOR CONTINUATION.
INSTALL DUCTWORK AS HIGH AS POSSIBLE.
10"ø EXHAUST DUCT UP TO PRV ON ROOF.
INSTALL BOTTOM OF DIFFUSER AT TOP OF WINDOW. DIRECT AIRFLOW
TOWARDS BOTTOM OF WINDOW.
50"x16" RETURN DUCT DOWN. MOUNT BOTTOM OF RETURN GRILLE AT
0'-6" AFF.
42"x36" SUPPLY AND 50"x30" RETURN DUCTS UP TO RTU ON ROOF.
CABLE DAMPER WITH REMOTE CABLE ADJUSTER MOUNT IN DIFFUSER
NECK OR IN CEILING NEXT TO DIFFUSER.
INSULATE FIRST 10'-0" OF DUCTWORK FOR ACOUSTIC NOISE REDUCTION.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
5
6
7
8
9
12
13
10
11
14
15
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.1C
10/13/2023
22-002 -
1/8" = 1'-0"M2.1C
1 FIRST FLOOR MECHANICAL PLAN - NW QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
14"ø EXHAUST DUCT UP TO PRV ON ROOF.
TEMPERATURE SENSOR, MOUNT AT 5'-0" AFF. COORDINATE LOCATION
WITH OWNER.
TEMPERATURE AND HUMIDITY SENSOR, MOUNT AT 5'-0" AFF.
MOUNT EQUIPMENT AT 1'-0" ABOVE FINISHED CEILING IN AN ACCESSIBLE
LOCATION.
MOUNT EQUIPMENT AS HIGH AS POSSIBLE IN AN ACCESSIBLE LOCATION.
TRANSFER AIR DUCT.
18"ø EXHAUST DUCT UP TO PRV ON ROOF.
INSTALL DUCTWORK AS HIGH AS POSSIBLE.
INSTALL BOTTOM OF DIFFUSER AT TOP OF WINDOW. DIRECT AIR
TOWARDS BASE OF WINDOW.
ROUTE SUPPLY DUCT UP TO HIGH ROOF.
3/4" NATURAL GAS DOWN TO WATER HEATER.
50"x16" RETURN DUCT DOWN. MOUNT BOTTOM OF RETURN GRILLE AT
0'-6" AFF.
CABLE DAMPER WITH REMOTE CABLE ADJUSTER MOUNT IN DIFFUSER
NECK OR IN CEILING NEXT TO DIFFUSER.
EXTEND CONDENSATE DRAIN TO OPEN FIXTURE WASTE WITH AIR GAP
PER CODE.
MOUNT AC WALL UNIT IN AN ACCESSIBLE LOCATION. EXTEND
REFRIGERANT PIPES UP TO ROOF MOUNTED CONDENSING UNIT PER
DETAIL.
20" SUPPLY DUCT UP TO ERV ON ROOF.
16" RETURN DUCT UP TO ERV ON ROOF.
14" ROUND RETURN DUCT UP TO ERV ON ROOF.
18" ROUND RETURN DUCT UP TO ERV ON ROOF.
10" ROUND RETURN DUCT OPEN TO PLENUM.
INSTALL BOTTOM OF DIFFUSER AT 14'-0" AFF.
SPLIT SYSTEM FAN COIL, INSTALL PER MANUFACTURER'S INSTALLATION
MANUAL. ROUTE REFRIGERATION LINES UP THROUGH ROOF INTO GOOSE
NECK. COORDINATE LINE SIZING WITH MANUFACTURER. ROUTE
CONDENSATE TO CONDENSATE MAIN.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
2. BRANCH DUCTWORK TO BE THE SAME SIZE AS REGISTER NECK FOR ALL
"DR" AND "DS" TAG AIR TERMINALS.
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
55
66
88
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
VAV
1-3
VAV
1-1
VAV
1-5
20"ø
14"ø 10"ø
8"ø
12"ø
12"ø
12"ø
30"ø
18"ø
18"ø
18"ø14"ø 8"ø
8"ø
14"ø
SR 75
12"x12"
F
03
24"ø
6"ø
14"ø
LP250
10"Ø -(3)1" -48"L
LP250
10"Ø -(3)1" -48"L
LP 200
10"Ø -(2)1" -48"L
LP200
10"Ø -(2)1" -48"L LP200
10"Ø -(2)1" -48"LLP200
10"Ø -(2)1" -48"L LP200
10"Ø -(2)1" -48"L LP200
10"Ø -(2)1" -48"L
LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L
20"ø
10"ø 10"ø 10"ø 10"ø 10"ø 10"ø 10"ø
LP160
8"Ø -(2)1" -48"L
LP160
8"Ø -(2)1" -48"L
LP160
8"Ø -(2)1" -48"L LP160
8"Ø -(2)1" -48"L
8"ø 8"ø 8"ø8"ø
VAV
1-4
BEER
SALES
116
ELECTRICAL
113
VESTIBULE
118
ICE
ARENA
LOBBY
117
CONCESSIONS
115 (B)
FOOD
PREP
115 (A)
JAN
114
MEN'S
121
WOMENS
122
TEAM
ROOM 3
149
TEAM
ROOM 2
148
TEAM
ROOM 1
147
REFEREE
RR
146
REFEREE
145
IT
150
ICE RINK
CIRCULATION
151
MERCYHEALTH
ARENA
136
WET
TEAM
ROOM 4
123
WET
TEAM RR
124
WET
TEAM
ROOM 3
125
TEAM
ROOM 5
126
TEAM
ROOM 4
127
PASSAGE
130
ELEV EQ
153
ELEV
152
DR310
12"x6"
DR310
12"x6"
DS310
12"x6"
DR310
12"x6"
DS215
10"x6"
DR215
10"x6"
DS140
6"x6"
DR140
6"x6"14"ø14"ø14"ø18"øDR 16"x16"
77
T VAV
1-1
T VAV
1-3
THVAV
1-7
T VAV
1-4
T VAV
1-5
MATCHLINE AA
MATCHLINE BBDR 48" x24"
LG12"Ø
LP230
10"Ø -(3)1" -48"L
DS310
12"x6"
DS310
12"x6"
LD50
6"Ø
F
02
3/4" G
LD70
6"Ø
LD250
10"Ø
30"ø
6"ø
6"ø
10"ø
LD325
24"x24"
8
LG525
24"x24"
M5.0
2
TYPICAL
3
3
5
6
4
1
1
10"ø
101010
101010
1
9
9
9
9
12"ø
3
14
14
10"ø
10"ø
50"x16"
13
1111
9 9
9 9
SG24"x24"
DR 16"x16"16"ø 7
LP135
8"Ø -(2)1" -48"L
10"ø 10"ø
(TYP. OF 6)
10"ø
1
1
1
1
8"ø
8"ø 8"ø
1
1
8"ø
8"ø
3
1
1
1
1
T VAV
1-8 3
16"ø
LD 50
6"Ø
12
VAV
1-6
VAV
1-7
16"ø
12"ø
1
11
1
T VAV
1-6
6
3
9
16"ø9
16"ø
6
1
LG150
24"x24"
LG400
24"x24"
12"ø12"ø
LG 24"x24"
16"ø
(TYP. OF 2)14"ø2 10
10
10U
8"ø
LG24"x6"
LD600
12"Ø
DR 24"x18"
DR24"x18"
DS 355
12"x6"
DR 12"x6"
DR 12"x6"
DS 355
12"x6"
DS 390
14"x6"
DR 390
14"x6"
DS 220
8"x6"
DR 220
8"x6"
DR 370
14"x6"
DS 370
14"x6"
15
AC
1A16 16"ø12"ø12"ø16"ø20"ø16"ø16"ø12"ø12"ø14"x6"
8"x6"
14"x6"
12"x6"
12"x6"
1
11111
9 9 9
22
13
1
1
1
11
M5.0 300 MBH
6
M5.0
1
1
1
1
1
1
1
1
18"ø1
1
1
1
MATCHLINE AA
12"ø12"ø21
20"ø17
19
20
1
1
1
1
1
1
17
18
18
1
1
1
1
THERV
03
THERV
03
THERV
03
THERV
034
4
4
4
TH ERV
02
TH ERV
02
TH ERV
02
TH ERV
024
4
4
4
1 1/4" CD
1
AC
3A
8"ø
16 6
M5.0
EUH
04
EUH
01
AC
7A 23 6
M5.0
AC
7AT
AC
1A T
3
3
24"x18"
LG375
24"x24"
34"ø
AC
3AT 3
LD250
10"Ø LG425
12"Ø
LD250
10"Ø
LG425
12"Ø
LD325
12"Ø
5
5
(TYP. OF 4)
12"ø
12"ø
1 1
1
112"ø10"ø
14"ø
1
6"ø
LD 50
6"Ø
LD 50
6"Ø
14"ø
18"ø10"ø
LG75
6"Ø
12"ø
U
12"ø
12"ø
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.1D
10/13/2023
22-002 -
1/8" = 1'-0"M2.1D
1 FIRST FLOOR MECHANICAL PLAN - SW QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
34"ø
RD1125
16"Ø
16"ø 16"ø
RD1125
16"Ø
RD1125
16"Ø
RD1125
16"Ø
16"ø
RD1125
16"Ø
RD1125
16"Ø
16"ø
RD1125
16"Ø
RD1125
16"Ø
16"ø 16"ø
34"ø
RD1125
16"Ø
16"ø 16"ø
RD1125
16"Ø
RD1125
16"Ø RD1125
16"Ø
16"ø 16"ø
RD1125
16"Ø
RD1125
16"Ø
16"ø16"ø
RD1125
16"Ø
RD1125
16"Ø16"ø 16"ø
34"ø
RD1125
16"Ø
16"ø 16"ø
RD1125
16"Ø
RD1125
16"Ø RD1125
16"Ø
16"ø 16"ø
RD1125
16"Ø RD1125
16"Ø
16"ø16"ø
RD1125
16"Ø
RD1125
16"Ø16"ø 16"ø
MATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BB1
1
16"ø
1
1
16"ø
1
1
1
1
1
1
1
1
24"ø
VP
03
VP
02
VP
01
3
3
35
26
2
35
35
8
6
20
6
935
35
14
11
10
10
1" G
13
22"ø
7
16"ø
20"ø
16"ø
14"ø
18"ø
20"ø
14"ø
16"ø
20"ø
DR36"x20"
(TYP. OF 3)
32"ø
15
18
24"ø
40"ø
40"ø
THRTU
7
17
TH RTU
5 17
THRTU
317
1" G
19
DR48"x24"
40"ø
(TYP. OF 3)
DR48"x24"
(TYP. OF 3)
40"ø
40"ø
40"ø
DS3260
24"x36"
DS3260
24"x36"
DS3260
24"x36"
DS3260
24"x36"40"ø40"øDS3260
24"x36"
DS3260
24"x36"
DS3260
24"x36"
DS3260
24"x36"
1
1
1
1
1
1
1
1
32"ø 38"ø DR48"x24"
(TYP. OF 3)
32"ø
DS 1250
24"x14"
DS 1250
24"x14"
DS 1250
24"x14"
DS 1250
24"x14"
DS 1250
24"x14"
DS 1250
24"x14"
DS2000
20"x24"
DS2000
20"x24"
DS2000
20"x24"
DS2000
20"x24"
DS2000
20"x24"
DS2000
20"x24"
1
1
1
1
1
1
32"ø
1
1
1
1
1
1
22"ø
21
7
IR
01
IR
02
IR
03
IR
04
IR
05
IR
06
IR
07
IR
08
IR
09
IR
10
IR
11
IR
12
IR
13
IR
14
02
ERV
01
ERV
05
ERV
04
ERV
03
ERV
02
RTU
03
RTU
04
RTU
05
RTU
06
RTU
07
RTU
3/4" G3/4" G3/4" G1" G3/4" G3/4" G3/4" G1" G
3/4" G3/4" G3/4" G22
23
24
24
24
24
24
25
25
25
25
25
25
25
24
24
24
24
25
25
25
25
25
25
25
25
25
24
25
24
25
24
25
24
25
32
(ERV-05)
DUCTSOX
36"Ø x 100' L
7,425 CFM
18
14
1" G
REFER TO SHEET M2.3 FOR MECHANICAL
ITEMS ON LOW ROOF.
REFER TO SHEET M2.3 FOR MECHANICAL
ITEMS ON LOW ROOF.
REFER TO SHEET M2.3 FOR MECHANICAL
ITEMS ON LOW ROOF.
REFER TO SHEET M2.3 FOR MECHANICAL
ITEMS ON LOW ROOF.
REFER TO SHEET M2.3 FOR MECHANICAL
ITEMS ON LOW ROOF.
23
29
29
29
29
29
29
29
29
16
27
16
35
30
29
29
29
29
29
29
29
29
29
29
29
29
36"ø30
35
10
5
35
33 35
34
S ERV
05
12
M5.0
13
M5.0
110
MBH
16
M5.0
16
M5.0
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
16
M5.0
16
M5.0
16
M5.0
16
M5.0
CO2S15 28
31
1515
12
M5.0
CO2S 28
16
M5.0
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
13
M5.0
110
MBH
16
M5.0
16
M5.0
16
M5.0
600
MBH
31
31
16
M5.0
16
M5.0
16
M5.0
17
M5.0 36
1,040
MBH
30
35
34"ø
3
35
DR48"x24"DR48"x24"
DR48"x24"DR48"x24"
DR48"x24"DR48"x24"
34"ø
34"ø
30
30
30
30
DR48"x24"
(TYP. OF 3)
37
AC
6A
REF-S
REF-L
38 6
M5.0
AC
6AT 39
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
24"ø SUPPLY DUCT DOWN. SEE M2.1C FOR CONTINUATION.
34"ø SUPPLY DUCT AND 50"x20" RETURN DUCTS UP TO RTU ON ROOF.
TRANSITION TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE
CONNECTION.
24"ø SUPPLY DUCT AND 34"x14" RETURN DUCTS UP TO RTU ON ROOF.
TRANSITION TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE
CONNECTION.
22"ø SUPPLY AND 22"ø RETURN DUCTS UP TO ERV ON ROOF. TRANSITION
TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE CONNECTION.
22"ø SUPPLY AND 22"ø RETURN DUCTS DOWN IN CHASE. SEE M2.1A FOR
CONTINUATION.
CONDENSATE PIPE DOWN IN CHASE. SEE M2.1A FOR CONTINUATION.
REFRIGERATION LINES FOR AC UNIT DOWN IN CHASE. SEE M2.1A FOR
CONTINUATION DOWN AND M2-5 FOR CONTINUATION UP TO CONDENSING
UNIT ON ROOF.
20"ø SUPPLY AND (2) 16"ø RETURN DUCTS DOWN IN CHASE. SEE M2.1D
FOR CONTINUATION.
20"ø SUPPLY AND 20"ø RETURN DUCTS UP TO ERV ON ROOF. TRANSITION
TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE CONNECTION.
20"ø SUPPLY, 14"ø RETURN AND 18"ø RETURN DUCTS DOWN IN CHASE.
SEE M2.1D FOR CONTINUATION.
NOT USED.
1" GAS PIPING UP AND DOWN IN CHASE. SEE M2.1D AND M2.3 FOR
CONTINUATION.
20"ø SUPPLY, 14"ø RETURN AND 16"ø RETURN DUCTS DOWN IN CHASE.
SEE M2.1A FOR CONTINUATION.
DUCT PENETRATION THROUGH PRECAST WALL PANEL. COORDINATE
DUCT LOCATION WITH OPENING IN PRECAST PANEL.
40"ø SUPPLY DUCT AND 42"x42" RETURN DUCTS UP TO RTU ON ROOF.
TRANSITION TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE
CONNECTION.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 8'-0" AFF. COORDINATE
LOCATION WITH OWNER.
1"ø GAS UP THROUGH ROOF. SEE M2.3 FOR CONTINUATION.
1"ø GAS PIPING THROUGH EXTERIOR WALL TO RTU-1 ON ROOF.
4"ø DRYER EXHAUST UP THROUGH ROOF. TERMINATE WITH GOOSE
NECK.
1"ø GAS PIPING DOWN FROM ROOF. SEE M2.1A FOR CONTINUATION.
TERMINATE DISCHARGE OF VACUUM PUMP OUT ROOF OF BUILDING.
TERMINATE DISCHARGE OF VACUUM PUMP OUT SIDEWALL OF BUILDING.
PROVIDE SIDE SHIELD ON ICE SIDE OF RADIANT SHIELD.
MOUNT INFRARED SYSTEM AT 24'-0" AFF.
TERMINATE RETURN DUCTS ABOVE CEILING FOR RETURN AIR PLENUM.
24"ø SUPPLY DUCT AND 24"ø RETURN DUCT UP TO RTU ON ROOF.
TRANSITION TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE
CONNECTION.
CO2 SENSOR LOCATED IN RETURN DUCT.
SUPPLY AIR REGISTERS ARE TO BE DIRECTED TO THROW AIR ACROSS
THE CEILING. DO NOT DIRECT AIRFLOW TOWARDS ICE.
LOCATE DUCT HIGH IN STRUCTURE WITH REGISTERS ON TOP OF DUCT,
COORDINATE WITH SIGNAGE AND OTHER OWNER-FURNISHED ITEMS.
38" ROUND SUPPLY DUCT ROUTED THROUGH STRUCTURE.
1" CONDENSATE DRAIN DOWN, SEE SHEET M2-1B.
EXTEND 36" ROUND SUPPLY AIR AND EXHAUST AIR DUCTWORK UP TO
ERV-5. TRANSITION TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE
CONNECTION.
DISCHARGE AIR SENSOR.
INSULATE FIRST 10'-0" OF DUCTWORK FOR ACOUSTIC NOISE REDUCTION.
CONNECT DUCTSOX TO SHEET METAL.
REFRIGERATION LINES FOR AC UNIT DOWN. SEE M2-5 FOR
CONTINUATION UP TO CONDENSING UNIT ON ROOF.
MOUNT AC WALL UNIT WITH INTEGRAL CONDENSATE PUMP 8" BELOW
FINISHED CEILING. ROUTE PIPING AS HIGH AS POSSIBLE. EXTEND
REFRIGERANT PIPES UP TO ROOF MOUNTED CONDENSING UNIT PER
DETAIL.
TEMPERATURE SENSOR, MOUNT AT 5'-0" AFF. COORDINATE LOCATION
WITH OWNER.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
6
5
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
12
36
37
38
39
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
MEZZANINE FLOOR
MECHANICAL PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.2
10/13/2023
22-002 -
1/16" = 1'-0"M2.2
1 MEZZANINE FLOOR MECHANICAL PLAN - OVERALL
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
REFRIGERATION
SYSTEM CONDENSER,
REFER TO ICE SYSTEM
DOCUMENTS
F
03
RTU
01
77
F.3
F.3
MATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BBRTU
02
RTU
08
RTU
09
RTU
10
RTU
11 RTU
12
ERV
01
ERV
02
ERV
04
ERV
03
ERV
05
AC
1B
AC
6B
F
05
F
06
DHU
01
F
02
F
01
F
04
1,040
MBH
(1,872.5 MBH)
(2,412.5 MBH)
(3,612.5 MBH)
(4,152.5 MBH)
(5,352.5 MBH)
(5,892.5 MBH)
(5,892.5 MBH)
(420 MBH)
(630 MBH)
(1,390 MBH)
(7,282.5 MBH)(7,282.5 MBH)
(210 MBH)
(1,274 MBH)
(2,174 MBH)
(2,606 MBH)
(9,888.5 MBH)
(270 MBH)(370 MBH)(199 MBH)(569 MBH)
(60 MBH)
(160 MBH)(729 MBH)
(600 MBH)
(700 MBH)(539 MBH)(1,000 MBH)
(569 MBH)(75 MBH)
(1,268 MBH)(1,968 MBH)(2,968 MBH)(3,537 MBH)
(771.5 MBH)
(3,537 MBH)
(13,500.5 MBH)38"ø38"ø
222
DHU
02
32"ø
32"ø
M5.0
3
M5.0
3
M5.0
3
(550 MBH)
2
CU
01
(210 MBH)
2 1/2" G
1 1/2" G
1 1/4" G1 1/4" G3/4" G3/4" G
1" G
3/4" G
1" G
2 1/2" G
1 1/4" G1" G3/4" G1" G3/4" G
2" G
2" G2" G2" G
2" G
1 1/2" G
1 1/4" G
1 1/4" G3/4" G
3/4" G
1 1/4" G
3/4" G
1 1/4" G
3/4" G 3/4" G1 1/2" G1 1/2" G1 1/4" G
1" G1" G3/4" G
1" G
3/4" G
3/4" G
1" G
3/4" G
3/4" G
3/4" G
3/4" G
2 1/2" G
M5.0
3
1" GRTU
03
RTU
04
RTU
05
RTU
06
RTU
07
5
M5.0 8900 MBH
292.5
MBH
5
M5.0 8
7
M5.09
5
M5.08 5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
6
M5.0
5
M5.0 8
8
M5.03
8
M5.0 3
8
M5.0 3
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
5
M5.0 8
8
M5.0 3
8
M5.03
8
M5.03
5 9
M5.0
10
M5.0
10
7
292.5
MBH
540
MBH
1200
MBH
540
MBH
1200
MBH
540
MBH
100
MBH
160
MBH
60
MBH
100
MBH
539
MBH
100
MBH
210
MBH
210
MBH
210
MBH
5
M5.08
600 MBH
3" G
SEE SHEET M2.7 FOR GAS PIPING IN
THIS AREA TO BE INCLUDED IN
ALTERNATE BIDS 2 AND 3.
8
M5.03
REF-S
REF-L
AC
3B
6
M5.0
REF-S
REF-L
REF-S
REF-L
(540 MBH)
1" G
(1,580 MBH)
3
M5.0
1" G
AC
5B
6
M5.0
AC
4B
6
M5.0
REF-S
REF-L
(110 MBH)3/4" G3/4" G
4
M5.0
F
09
3
M5.0
AC
7B
6
M5.0
REF-S
REF-L
AC
2B
6
M5.0
6
M5.0
M5.0
18
REF-S REF-L
HG
KEYNOTES:
1"ø GAS DOWN THROUGH ROOF.
EXTERIOR DUCTS THROUGH PRECAST WALL PANEL. COORDINATE DUCT
LOCATION WITH OPENING IN PRECAST PANEL.
GAS PIPE DOWN THROUGH ROOF. PROVIDE GAS COCK ON ROOF. SEE
DETAIL.
NOT USED.
UNIT HEATER VENT TERMINATION, SEE DETAIL.
NOT USED.
INCLUDE THIS SECTION OF GAS PIPING IN ALTERNATE BID #1.
GAS CONNECTION TO ROOFTOP UNIT. GAS PIPING SHALL NOT INTERFERE
WITH OPENING OF ACCESS DOORS OR LIMIT DOOR SWING NECESSARY
FOR DOOR HOLD OPENS PROVIDED WITH UNIT.
4" DIAMETER GOOSENECK FOR DRYER EXHAUST.
FOR CONTINUATION OF THIS GAS PIPE, SEE SHEET M2.5 ALTERNATE BID #1
ROOF PLAN.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
5
6
7
8
9
10
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
MECHANICAL ROOF PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.3
10/13/2023
22-002 -
1/16" = 1'-0"M2.3
1 MECHANICAL ROOF PLAN - OVERALL
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
SD
SD
SD
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
ADD ALT 2
SEE SHEET
M2.6-M2.8
MATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BB9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
1/16" = 1'-0"
FIRST FLOOR
MECHANICAL PLAN -
OVERALL -ADD ALT 1
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.4
10/13/2023
22-002 -
1/16" = 1'-0"M2.4
1 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 1
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
DN
55
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
LP150
8"Ø -(2)1" -48"L LP150
8"Ø -(2)1" -48"L
LD 400
10"Ø
LD 350
10"Ø
LP150
8"Ø -(2)1" -48"L LP150
8"Ø -(2)1" -48"L
LD130
8"Ø
LD120
8"Ø
LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L LP250
10"Ø -(3)1" -48"L
LP 200
10"Ø -(2)1" -48"L
LP200
10"Ø -(2)1" -48"L
VAV
1-15
VAV
1-16
VAV
1-17
8"ø
8"ø
16"ø
10"ø 6"ø10"ø
14"ø
26"ø
16"ø26"ø8"ø
12"ø
10"ø
10"ø
8"ø
8"ø
8"ø
LP 200
10"Ø -(2)1" -48"L
LP 200
10"Ø -(2)1" -48"L
LP 200
10"Ø -(2)1" -48"L
26"ø
MATCHLINE AA
MATCHLINE BBLG 24"x6"
LG24"x24"
SG 22"x22"
20"ø
14"ø 20"ø16"ø
14"ø
8"ø
8"ø
8"ø
8"ø
LG24"x6"
LG 24"x6"
10"ø
10"ø
1
1
1
8"ø
8"ø
20"ø
3 3
5
LD 350
10"Ø
1 1
11
1
1 1
3
SG20"x20"
LG 24"x24"
20"ø 5 5
3
1
1
M5.0
2
TYPICAL
7
1
11
1
1
6
8
8
20"ø
26"ø
M5.0
1
TYPICAL
10"ø 10"ø
VAV
1-14
20"x16"
SG 20"x16"
16"ø
5
12"ø
DS400
12"x8"DS 200
8"x6"
22"ø
12"ø
1
20"ø
DS 370
12"x8"
1
T VAV
1-14
T VAV
1-15TVAV
1-172
TVAV
1-162
2
2
6
SEE M2.4B FOR MECHANICAL ITEMS IN THIS AREA
SG8"x8"
MAIN
LOBBY
101
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
TEMPERATURE SENSOR, MOUNT AT 5'-0" AFF. COORDINATE LOCATION
WITH OWNER.
MOUNT EQUIPMENT AT 1'-0" ABOVE FINISHED CEILING IN AN ACCESSIBLE
LOCATION.
NOT USED.
TRANSFER AIR DUCT.
INSTALL DUCTWORK AS HIGH AS POSSIBLE.
INSTALL BOTTOM OF DIFFUSER AT TOP OF WINDOW. DIRECT AIR AT
BOTTOM OF WINDOW.
PROVIDE 1/4"HARWARE CLOTH OVER RETURN DUCT OPENING.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
5
6
7
8
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -ADD
ALT 1 -NW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.4A
10/13/2023
22-002 -1/8" = 1'-0"M2.4A
1 FIRST FLOOR MECHANICAL PLAN - ADD ALT 1 - NW QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
55
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
34"ø
RD1125
16"Ø RD1125
16"Ø RD1125
16"Ø RD1125
16"Ø
RD1125
16"ØRD1125
16"ØRD1125
16"ØRD1125
16"Ø
16"ø16"ø 16"ø 16"ø
16"ø16"ø16"ø16"øRTU
13
MATCHLINE AA
MATCHLINE BB1
1 1
1
1
1
1
1
2
THRTU
133
34"ø 5
DR48"x24"DR48"x24"
4
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
34"ø SUPPLY DUCT AND 50"x20" RETURN DUCTS UP TO RTU ON ROOF.
TRANSITION TO UNIT DUCT SIZES AT UNIT AND PROVIDE FLEXIBLE
CONNECTION.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 8'-0" AFF. COORDINATE
LOCATION WITH OWNER.
INSULATE FIRST 10'-0" OF DUCTWORK FOR ACOUSTIC SOUND
DAMPENING.
LOCATE DUCT HIGH IN STRUCTURE WITH REGISTERS ON TOP OF DUCT,
COORDINATE WITH SIGNAGE AND OTHER OWNER-FURNISHED ITEMS.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
5
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
MEZZANINE FLOOR
MECHANICAL PLAN -ADD
ALT 1 -NW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.4B
10/13/2023
22-002 -
1/8" = 1'-0"M2.4B
1
MEZZANINE FLOOR MECHANICAL PLAN - ADD ALT 1 - NW
QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
ADD ALT 2
SEE SHEET
M2.6-M2.8
MATCHLINE AA
MATCHLINE BBMATCHLINE AAMATCHLINE BBRTU
13
540
MBH
M5.0
51" GM5.0
4
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
1/16" = 1'-0"
MECHANICAL ROOF PLAN -
OVERALL -ADD ALT 1
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.5
10/13/2023
22-002 -
1/16" = 1'-0"M2.5
1 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 1
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
SD
SD
SD
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
ADD ALT 1
SEE SHEET
M2.4-M2.5
MATCHLINE AA
MATCHLINE BBMATCHLINE BBMATCHLINE AA
ADD ALTERNATE #2 ADDS
THIS SHELL SPACE TO
THE PROJECT.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
1/16" = 1'-0"
FIRST FLOOR
MECHANICAL PLAN -
OVERALL -ADD ALT 2
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.6
10/13/2023
22-002 -1/16" = 1'-0"M2.6
1 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 2
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
SD
SD
SD
11
22
33
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
MATCHLINE AAMATCHLINE BB22"ø1
TH ERV
6 2
3
KEYNOTES:
INSTALL DUCTWORK AS HIGH AS POSSIBLE.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 5'-0" AFF. COORDINATE
LOCATION WITH OWNER.
LEAVE SUPPLY AIR DUCT OPEN ON THE END. SPACE IS BEING DESIGNED
AS A SHELL SPACE.
1
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
2
3
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -ADD
ALT 2 -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.6A
10/13/2023
22-002 -
1/8" = 1'-0"M2.6A
1 FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SE QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
HC
HC
HC
55
66
88
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
77
MATCHLINE AA
MATCHLINE BB22"ø22"øERV
06
1
1
3
4
2
32"x22"
26"x26"
50"x20"
KEYNOTES:
INSTALL DUCTWORK AS HIGH AS POSSIBLE.
PROVIDE 1/4"HARWARE CLOTH OVER RETURN DUCT OPENING.
50"X20" RETURN AIR AND 38"X32" SUPPLY AIR DUCTS UP TO ERV-6 ON
ROOF. TRANSITION TO UNIT CONNECTION SIZES AND CONNECT TO UNIT
WITH FLEXIBLE CONNECTION.
LEAVE SUPPLY AIR DUCT OPEN ON THE END. SPACE IS BEING DESIGNED
AS A SHELL SPACE.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -ADD
ALT 2 -SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.6B
10/13/2023
22-002 -
1/8" = 1'-0"M2.6B
1 FIRST FLOOR MECHANICAL PLAN - ADD ALT 2 - SW QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
ADD ALT 1
SEE SHEET
M2.4-M2.5
MATCHLINE AA
MATCHLINE BBMATCHLINE AAMATCHLINE BB1" G
1" G
1
ERV
06
432
MBH
M5.0
5
M5.0
4
KEYNOTES:
1"ø GAS DOWN TO LOW ROOF.1
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
MECHANICAL ROOF PLAN -
OVERALL -ADD ALT 2
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.7
10/13/2023
22-002 -
1/16" = 1'-0"M2.7
1 MECHANICAL ROOF PLAN - OVERALL - ADD ALT 2
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
SD
SD
SD
55
11
22
33
4
66
88
A
A
B
B
C
C
D
D
F
F
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
G
G
F.9
F.9
9
77
F.3
F.3
ADD ALT 1
SEE SHEET
M2.4-M2.5
MATCHLINE AA
MATCHLINE BBMATCHLINE BBMATCHLINE AA
ADD ALTERNATE #3 ADDS
THE FULLY COMPLETED
DESIGN FOR THIS SPACE.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
1/16" = 1'-0"
FIRST FLOOR
MECHANICAL PLAN -
OVERALL -ADD ALT 3
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.8
10/13/2023
22-002 -1/16" = 1'-0"M2.8
1 FIRST FLOOR MECHANICAL PLAN - OVERALL - ADD ALT 3
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
HC
HC
HC
HC
HC
HC
SD
SD
SD
11
22
33
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
MATCHLINE AAMATCHLINE BBDS450
12"x6"
DS450
12"x6"
DS450
12"x6"
DS450
12"x6"(E)22"øLD120
8"Ø
LG 120
8"Ø
8"ø
8"ø
8"ø
16"ø
1
1
1
1
1
2 2
ERV
6TH3
24"øDS465
12"x6"
1
ERV
6TH 3
DR 900
18"x12"DR 900
18"x12"
DR 700
12"x12"DR 700
12"x12"
18"ø
16"ø
16"ø
1 1
11
4
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
FOR CONTINUATION SEE SHEET M2.8B.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 5'-0" AFF. COORDINATE
LOCATION WITH OWNER.
CONNECT TO EXISTING, VERIFY SIZE AND LOCATION.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -ADD
ALT 3 -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.8A
10/13/2023
22-002 -1/8" = 1'-0"M2.8A
1 FIRST FLOOR MECHANICAL PLAN - ADD ALT 3 - SE QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
HC
HC
HC
55
66
88
H
H
J
J
K
K
M
M
N
N
P
P
Q
Q
L.5
L.5 M.4
G.8
G.8
77
MATCHLINE AA
MATCHLINE BBDS470
12"x6"24"øDS465
12"x6"
LD125
8"Ø
LG 8"Ø
DS465
12"x6"
DS470
12"x6"
DS465
12"x6"
LD100
8"Ø
LD75
6"Ø
LG6"Ø
LG8"Ø
1
1
1
1
1
1
1
1
(E)ERV
06
(E)32"x22"
8"ø
22"ø2
3 3
1
1
ERV
6TH 4
1 18"ø1
26"x26"
1
(E)22"ø1
1
DR700
12"x12"DR700
12"x12"
16"ø
1 1(E)22"ø5
5
5
8"ø
(E)26"x26"
5
KEYNOTES:
BALANCING DAMPER, MOUNT IN AN ACCESSIBLE LOCATION.
EXISTING 50"X20" RETURN AIR AND 38"X32" SUPPLY AIR DUCTS UP TO
ERV-6 ON ROOF. TRANSITION TO UNIT CONNECTION SIZES AND CONNECT
TO UNIT WITH FLEXIBLE CONNECTION.
FOR CONTINUATION SEE SHEET M2.8A.
TEMPERATURE/HUMIDITY SENSOR, MOUNT AT 5'-0" AFF. COORDINATE
LOCATION WITH OWNER.
CONNECT TO EXISTING, VERIFY SIZE AND LOCATION.
1
2
GENERAL NOTES:
1. REFER TO M1.0 FOR GENERAL NOTES.
3
4
5
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
FIRST FLOOR
MECHANICAL PLAN -ADD
ALT 3 -SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M2.8B
10/13/2023
22-002 -1/8" = 1'-0"M2.8B
1 FIRST FLOOR MECHANICAL PLAN - ADD ALT 3 - SW QUAD
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
12x12, 24x24 OR
24"x48" (18"x30" NECK) 6x24 OR 12x24
SEE PLANS FOR
NECK SIZE
SEE PLANS FOR
NECK SIZE
GRILLE OR
REGISTER
BELOW
GRILLE OR
REGISTER
BELOW
PROVIDE 1" THICK, R-6 FIBERGLASS
INSULATION
TO COMPLETELY COVER DIFFUSER CONE
WHERE SCHEDULED OR SPECIFIED.
NOTE:
1.EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH
DOES
NOT EXCEED 5'-0". PROVIDE RIGID 90° ELBOW WHERE REQUIRED TO KEEP
FLEXIBLE DUCT WITHIN 5'-0" LENGTH LIMITATION.
CEILING DIFFUSER WITH
VOLUME DAMPER, AS
SCHEDULED
METALLIC OR
NON-METALLIC BAND
(TYPICAL)
PRE-INSULATED FLEXIBLE
DUCT AS REQUIRED, INSTALL
PERMANENTLY SEALED AND
SUPPORTED
TO PREVENT KINKING
AND SHARP TURNS
CEILING
SEE NOTE 1.
FOIL TAPE AT
INSULATION
JOINT
INSULATED DUCTHIGH EFFICIENCY TAKEOFF EXTERNALLY
INSULATED, WITH VOLUME DAMPER
AND DAMPER LOCK WITH EXTENSION
METALLIC OR NON-METALLIC BAND OVER INSULATION (TYPICAL)
FASTEN ANGLE IRON
SECURELY TO DUCT
AND ROOF
STRUCTURE
SECURE CURB TO
ROOF WITH SCREWS,
PINS, OR BOLTS
EXTEND DUCTWORK
OVER TOP OF CURB,
SECURE DUCTWORK
TO CURB NAILER
EXHAUST DUCT UP
THROUGH ROOF. SEE
PLANS FOR SIZE AND
LOCATION.
MOTORIZED (UNLESS NOTED
OTHERWISE) DAMPER, SECURE
TO DUCT FROM ABOVE TO
ALLOW SERVICE OR REMOVAL
OF DAMPER FROM ROOF
ROOF DECK REFER TO
ARCHITECTURAL DRAWINGS
ROOF INSULATION
PREFABRICATED
INSULATED CURB WITH
TREATED WOOD NAILER, 24" HIGH
SECURE EXHAUST FAN
TO ROOF CURB
EXHAUST FAN
WITH BIRDSCREEN
INSTALLATION:
ADJUSTABLE BRACKET
ROLLER SUPPORT
GALVANIZED
THREADED ROD
COMPOSITE BASE
PEEL AND STICK
ADHESIVE ON
BOTTOM OF BASE
FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS ON PROCEDURE TO FASTEN
SUPPORT TO ROOF MEMBRANE.
REFER TO SPECIFICATION SECTION 20 0050 FOR PIPE SUPPORT SPACING BASED ON PIPE
SIZE AND MATERIAL.
PROVIDE PROPER ROLLER SUPPORT MATERIAL FOR COPPER PIPING TO AVOID
CORROSION DUE TO DISSIMILAR METALS.2" MIN.PIPE SIZE SAME
AS UPSTREAM OF
REGULATOR.
ROOFTOP
EQUIPMENT
NOTES:
1. INSTALL REGULATOR A MINIMUM 4'-0" FROM UNIT EXHAUST FLUE.
2. PROVIDE PIPE TRANSITION IF REGULATOR CONNECTION DIFFERS FROM GAS PIPE SIZE.
GAS PIPE
SUPPORT,
GAS SHUTOFF
VALVE
GROUND JOINT
UNION
ROUTE PIPING TO
AVOID CONFLICT
WITH RTU ACCESS
DOORS
DIRT
LEG
GAS REGULATOR
MOUNTED IN VERTICAL
POSITION WITH RELIEF
VENT FACING DOWN
TOWARD ROOF.
PROVIDE OVER
PRESSURIZATION DEVICE ON 5
PSIG GAS PIPING SYSTEMS.
REF-S
EXPANSION VALVE
COOLING
COIL
OIL TRAP
SIGHT GLASS
STRAINER
SERVICE VALVE
DRIER
SOLENOID VALVE
AIR COOLED
CONDENSING
UNIT
NOTE:
REFRIGERATION PIPING BY MECHANICAL
CONTRACTOR. COORDINATE LINE SET
SIZES W/ MANUFACTURER.
REF-L
SOLENOID VALVE CURB & FLASHING
SOLDER DRIP LEG
WATER TIGHT
12", UNLESS
OTHERWISE NOTED.
ACCESS PANEL (FOR DAMPER)
BIRD SCREEN SECURED
WITH METAL STRAP,
SCREWED 6" ON CENTER,
MINIMUM.
COUNTER FLASHING
DAMPER (NOT FOR DRYER EXH.)
SLIP AND DRIVE FITTINGS,
TYPICAL. SEAL JOINTS.
NOTE:
REFER TO SPEC. SECTION 15250
FOR INSULATION REQUIREMENTS.
SEE PLAN FOR CONTINUATION
AND SIZE
SHUTOFF VALVE
FLOW
ROOF SUPPORT PER
SPECIFICATIONS
CONNECT
BRANCH TO TOP
OF MAIN, TO
ALLOW FOR
EXPANSION AND
CONTRACTION OF
MAIN PIPE RUN
NOTE: PROVIDE A VERICAL OFFSET ON ALL GAS PIPES AT ROOF
PENETRATIONS TO ALLOW FOR PROPER FLASHING BY OTHERS. SUPPORT
PIPING OFFSETS AS REQUIRED.
ROOF DECK
GAS PIPE MAIN
GROUND
JOINT
UNION
COORDINATE
INSTALLATION OF
FLASHING AND
COUNTER FLASHING
WITH DIVISION 7
ROOF INSULATION
CUT ROOF FOR
PIPE PENETRATION.
ANCHOR PIPE TO
STRUCTURE
THERMOSTAT FURNISHED
BY DIVISION 15.
REGULATOR
(WHERE REQUIRED)
EXTEND HANGER RODS
UP TO STRUCTURE.
HORIZONTAL
UNIT HEATER.
HANGER, TYPICAL
GAS COCK
CAPPED DIRT LEG
UNION
PITCH FLUE CONNECTOR
@ 1/4" PER LIN. FT.
EXTEND HANGER RODS
UP TO STRUCTURE.GEXTEND DRIP TEE TO
NEAREST FLOOR DRAIN
IN CHIMNEY IS OVER A
FINISHED CEILING.
A
PROVIDE OVER PRESSURIZATION DEVICE ON
5 PSIG GAS PIPING SYSTEMS.
COMBUSTION
AIR PIPE
COMBUSTION
AIR PIPE
CONCENTRIC
ADAPTER
COMBUSTION AIR INLET
FLASHING
ROOF
EXHAUST TERMINAL
FLUE EXHAUST PIPE
SEAL WITH HIGH
TEMPERATURE SILICONE
RUBBER SEALANT SUPPLIED
WITH KIT.
FLUE EXHAUST PIPE
SLOPE DISCHARGE
PIPE AT 1" PER 1'-0"
INSTALL PUMP ON
PLATFORM
ATTACHED TO
WALL.
DISCHARGE PIPE
FROM INFRA-RED
HEATING SYSTEM.
VACUUM PUMP FOR INFRA-
RED HEATING SYSTEM.
ROOF
18" FROM BUILDING,
WITH BIRD SCREEN.
1" CONDENSATE DRAIN TO
DRAIN, SEE PLANS.
TRAP PER MANUFACTURER'S
RECOMMENDATIONS.
EXTERIOR WALL
STORM COLLAR BY
DIVISION 23.
1'-0" MIN., 2'-0" MAX. ABOVE
FINISHED ROOF LINE.
10'-0" MIN. TO OUTSIDE
AIR INTAKES.
FLASHING FURNISHED BY
DIVISION 23.
BIRD
SCREEN
RAIN CAP4" SINGLE WALL STAINLESS
STEEL (MFG BY FASTEN
SEAL) PIPE PER
MANUFACTURER'S
RECOMMENDATIONS (SEE
PLANS FOR WALL OR ROOF
DISCHARGE).
PROVIDE AN AIR STRAIGHTENER
IF THE 3 dia. REQUIREMENT CAN
NOT BE MET.
HEATING COILMAIN DUCTSEE SPECS FOR
BOX INSULATION.
GASKETTED ACCESS PANEL
LINED RECTANGULAR DUCT
SAME SIZE AS VAV BOX
OUTLET
SEE DRAWINGS
FOR DUCT SIZE.
9"x12"
GASKETTED
ACCESS PANEL
INLET COLLAR 1/8"
SMALLER THAN
DUCT SIZE
5'-0"
MINIMUM
3 DIAMETER
SEE DRAWINGS
FOR DUCT SIZE.
INFRA-RED
CONTROL
PANEL
WIRING BETWEEN
PANEL AND VACUUM
PUMP BY DIVISION 16.
WIRING TO ELECTRIC
PANEL BY DIVISION
16.
LOW VOLTAGE
WIRING BETWEEN
PANEL AND VACUUM
PUMP BY DIVISION 15.
WIRING TO INFRA-RED
BURNER OUTLETS BY
DIVISION 16.
LOW VOLTAGE
WIRING TO
THERMOSTAT(S)
DIVISION 15.
BALANCING DAMPER
DUCTSOX
(SEE PLANS FOR SIZE)
SEE PLANS FOR DUCT SIZE
SHEET METAL COLLAR
(SAME SIZE AS DUCTSOX)
CONNECT DUCTSOX TO
SHEET METAL COLLAR
WITH TIE (FURNISHED BY
DUCTSOX)GG
4" MINIMUM
DIRT LEG.
GAS COCK
UNION
PROVIDE REGULATOR
WITH OVER
PRESSURIZATION
DEVICE ON 5 PSIG GAS
PIPING SYSTEMS.
INTAKE AND EXHAUST VENTS.
ROUTE TO ROOF VENT
TERMINATION.
REFER TO PLUMBING
DRAWINGS FOR WATER
PIPING, INTAKE VENT AND
EXHAUST VENTING.
WH
-
GAS SHUT-OFF
VALVE ON ROOF
8
M5.0ROOF
2"
12"
GAS NIPPLE
SHUT-OFF VALVE
(INCLUDED w/BURNER)
3/4" STAINLESS STEEL FLEX
GAS CONNECTOR WITH
PLASTISOL COVERING
MAIN OR BRANCH GAS PIPING
CONDUIT TO ADDITIONAL
BURNERS
AND CONTROLLING MEANS - 120V
WIRING.
PROVIDE REGULATOR WITH OVER
PRESSURIZATION DEVICE ON 5 PSIG
GAS PIPING SYSTEMS.
TUBE
NOT
SHOWN
RETAINER CLIP
RELIEF NOTCH
SIDE EXTENSION REFLECTOR
No. 8x3/8
SHEET
METAL
SCREW
TUBE AND REFLECTOR HANGER
STANDARD REFLECTOR
SIDE EXTENSION
REFLECTOR
SUPPORT
BRACKET
REFLECTOR SUPPORT
INSTALL TOP SHIELD
PARALLEL
WITH CEILING. DO NOT
ROTATE
HEATER AT AN ANGLE.
REF-S
EXPANSION VALVE
COOLING
COIL
OIL TRAP
SIGHT GLASS
STRAINER
SERVICE VALVE
DRIER
SOLENOID VALVE
AIR COOLED
CONDENSING
UNIT
NOTE:
REFRIGERATION PIPING BY MECHANICAL
CONTRACTOR. COORDINATE LINE SET
SIZES W/ MANUFACTURER.
REF-L
SOLENOID VALVE
HG
HOT GAS
SOLENOID VALVE
HOT GAS VALVE
HOT GAS
BYPASS LINE
REFRIGERANT PIPING SCHEDULE
SYSTEM I.D.
DHU #CU #CIRCUIT 1 CIRCUIT 2 CIRCUIT 1 CIRCUIT 2 CIRCUIT 1 CIRCUIT 2
SUCTION LINE LIQUID LINE HOT GAS LINE
01 01 2-1/8"2-1/8"1-3/8"1-3/8"1-3/8"1-3/8"
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
As indicated
MECHANICAL DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M5.0
10/13/2023
22-002 -
NOT TO SCALEM5.0
1 GRILLE & REGISTER BOOT
NOT TO SCALEM5.0
2 LAY-IN CEILING DIFFUSER DETAIL
NOT TO SCALEM5.0
3 DOWNBLAST EXHAUST FAN DETAIL
NOT TO SCALEM5.0
4 ROOF MOUNTED PIPE SUPPORT
NOT TO SCALEM5.0
5 GAS CONNECTION FOR ROOFTOP EQUIPMENT
NOT TO SCALEM5.0
6 REFRIGERANT PIPING SCHEMATIC
NOT TO SCALEM5.0
7 GOOSENECK DETAIL - EXHAUST
NOT TO SCALEM5.0
8
GAS PIPE ROOF PENETRATION
W/O REGULATOR
NOT TO SCALEM5.0
9
HORIZONTAL UNIT HEATER
DETAIL (GAS)
NOT TO SCALEM5.0
10
SEPARATED - COMBUSTION
UNIT HEATER PIPING DETAIL
NOT TO SCALEM5.0
12 VACUUM VENT DETAIL
NOT TO SCALEM5.0
14 VAV BOX DETAIL
NOT TO SCALEM5.0
15 GENERAL INFRA-RED WIRING DIAGRAM
NOT TO SCALEM5.0
17
SHEETMETAL TO DUCTSOX
CONNECTION
NOT TO SCALEM5.0
11 GAS-FIRED WATER HEATER DETAIL
NOT TO SCALEM5.0
13 INFRARED HEATER BURNER DETAIL
NOT TO SCALEM5.0
16 INFRARED HEATER SIDE SHIELD DETAIL
NOT TO SCALEM5.0
18 DHU REFRIGERANT PIPING SCHEMATIC
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
08
RTU
160 MBH
3/4"
09
RTU
100 MBH
3/4"
4
WH
199 MBH
11
RTU
100 MBH
3/4"
10
RTU
60 MBH
02
DHU
R: 539 MBH
3/4"
12
RTU
100 MBH
3/4"
01
DHU
R: 569 MBH
H: 1,000 MBH
3/4"
1
UH
75 MBH
3/4"
1
WH
(2) 300 MBH
3/4"
03
ERV
210 MBH
3/4"
1"
04
ERV
292.5 MBH
3/4"
05
ERV
900 MBH
1"
06
ERV
432 MBH
1"
(ADD ALTERNATE 2)
3/4"
02
ERV
210 MBH
3/4"
01
ERV
210 MBH
3/4"
01
RTU
600 MBH
1"
1"
01
IR
110 MBH
13
RTU
540 MBH
1"
(ADD ALTERNATE 1)
02
RTU
292.5 MBH
3/4"
03
RTU
540 MBH
3/4"
04
RTU
1200 MBH
1-1/4"
05
RTU
540 MBH
3/4"
06
RTU
1200 MBH
1-1/4"
07
RTU
540 MBH
3/4"
G
GAS METER
5.0 PSI
13,500.5 MBH
GAS COCK, TYP.
WALL/ROOF
PENETRATION, TYP.
REGULATOR, TYP.
UNION, TYP.
GAS COCK, TYP.
1-1/2"
3"
3"
3/4"
3/4"1"
3/4"1"1"1-1/4"1-1/4"1-1/2"1-1/2"1-1/2"
1"3/4"
1-1/2"
1-1/4"1-1/4"
3/4"
1-1/4"1"
1"1"
2"1"
1"1-1/4"1-1/4"1-1/2"2"2"2"
2"
2-1/2"
2-1/2"
110 MBH
3/4"
DFG-100 DBL
3/4"
02
IR
110 MBH
03
IR
110 MBH
04
IR
110 MBH
1
WH
300 MBH
3
WH
120 MBH
3/4"3/4"3/4"3/4"
3/4"
1"1"
08
IR
110 MBH
07
IR
110 MBH
06
IR
110 MBH
05
IR
110 MBH
3/4"3/4"3/4"3/4"
09
IR
110 MBH
3/4"
12
IR
110 MBH
13
IR
110 MBH
14
IR
110 MBH
3/4"
3/4"
3/4"
11
IR
110 MBH
10
IR
110 MBH
3/4"
3/4"22.5 MBH
XX
WH
199 MBH
3/4"
3/4"
SF-7
1"3/4"
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
1/8" = 1'-0"
MECHANICAL GAS RISER
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M5.1
10/13/2023
22-002 -
NOT TO SCALEM5.1
1 GAS RISER
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
FIRST LETTER: MOUNTING
D
F
L
R
S
DUCT
FLOOR
LAY-IN T-BAR
ROUND STYLE, SURFACE MOUNT OR EXPOSED
SURFACE
LETTER KEY
SECOND LETTER: TYPE
D
F
G
J
K
DIFFUSER
FILTER RETURN
RETURN/TRANSFER GRILLE
HEAVY DUTY DUPPLY REGISTER
HEAVY DUTY RETURN REGISTER
L
P
R
S
W
X
LINEAR
LOW PROFILE SUPPLY LINEAR
RETURN / EXHAUST REGISTER
SUPPLY REGISTER
WIDE SLOT
LOW PROFILE RETURN LINEAR
LEGEND
WE
NF
F
R
ES
DWGS
BM
21
22
23
25
26
H2O
WITH EQUIPMENT
NON FUSED
FUSED
EXISTING TO BE REMOVED
EQUIPMENT SUPPLIER
SEE DRAWINGS
BLDG. MANAGEMENT SYSTEM
DIVISION 21
DIVISION 22
DIVISION 23
DIVISION 25
DIVISION 26
WATER
1. 2" MERV 8 PRE-FILTERS AND 4" MERV 13 FILTERS. 2. PVC DRAIN TRAP. 3. GFCI FIELD WIRED. 4. SMOKE DETECTORS IN THE SUPPLY AND RETURN. 5. FULL ECONOMIZER. 6. BAROMETRIC RELIEF. 7. INSULATED ROOF CURB. 8. STAINLESS STEEL HEAT EXCHANGER. 9. PROVIDE AIRFLOW MEASURING STATIONS IN THE OUTSIDE AIR INTAKE AND RETURN AIR SECTIONS OF THE UNIT.
1. 2" MERV 8 AND 4" MERV 13 FILTERS. 2. PVC DRAIN TRAP. 3. GFCI FIELD WIRED. 4. SMOKE DETECTORS IN THE SUPPLY AND RETURN. 5. FULL ECONOMIZER. 6. INSULATED ROOF CURB. 7. RECIRCULATION OPTION, SEE SPECIFICATIONS FOR CONTROLS. 8. UCW, 3 ANGSTROM ENERGY RECOVERY WHEEL. PROVIDE BYPASS DAMPER, FOR ECONOMIZER MODE. SENSIBLE EFFICIENCY=66.2%, LATENT EFFICIENCY=60%. 9. PROVIDE UNDER ALT. 1. 10. PROVIDE UNDER ALT. 2. BALANCE TO 2,000 CFM SA AND 200 CFM OA, W/O THE USE OF HEAT RECOVERY. BALANCE AND USE AS SCHEDULED UNDER ALT. 3.
1. 2" MERV 8 AND 4" MERV 13 FILTERS. 2. PVC DRAIN TRAP. 3. GFCI FIELD WIRED. 4. SMOKE DETECTORS IN THE SUPPLY AND RETURN. 5. INSULATED ROOF CURB. 6. UCW, 3 ANGSTROM ENERGY RECOVERY WHEEL. SENSIBLE EFFICIENCY=70.3%, LATENT EFFICIENCY=66%.
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
12" = 1'-0"
MECHANICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M6.0
10/13/2023
22-002 -
AIR CONDITIONING SCHEDULE
TAG TAG # LOCATION SERVES MANUFACTURER MODEL
SUPPLY
(CFM)
COOLING
(MBH)
DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT COMMENTS
PROV.
BY TYPE LOCATION
FURN.
BY
INST.
BY TYPE
FURN.
BY INST. BY WIRE BY DEVICE LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE MCA MOCP
AC 1A ELEV EQ 153 ELEV EQ 153 MITSUBISHI PKA-A12LA 320 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 1 -- 28 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 1B ROOF AC-1A MITSUBISHI PUZ-A12NKA7-BS -- 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 11 28 93 PROVIDE LOW AMBIENT WIND BAFFLES.
AC 2A TRAINING 129 TRAINING 129 MITSUBISHI PKA-A12LA 320 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 1 -- 28 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 2B ROOF AC-2A MITSUBISHI PUZ-A12NKA7-BS -- 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 11 28 93 PROVIDE LOW AMBIENT WIND BAFFLES.
AC 3A ELECTRICAL 113 ELECTRICAL 113 MITSUBISHI PKA-A12LA 320 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 1 -- 28 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 3B ROOF AC-3A MITSUBISHI PUZ-A12NKA7-BS -- 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 11 28 93 PROVIDE LOW AMBIENT WIND BAFFLES.
AC 4A MECHANICAL 168 MECHANICAL 168 MITSUBISHI PKA-A12LA 320 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 1 -- 28 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 4B ROOF AC-4A MITSUBISHI PUZ-A12NKA7-BS -- 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 11 28 93 PROVIDE LOW AMBIENT WIND BAFFLES.
AC 5A ELECTRIC 157 ELECTRIC 157 MITSUBISHI PKA-A12LA 320 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 1 -- 28 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 5B ROOF AC-5A MITSUBISHI PUZ-A12NKA7-BS -- 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 11 28 93 PROVIDE LOW AMBIENT WIND BAFFLES.
AC 6A AV CLOSET 210 AV CLOSET 210 MITSUBISHI PKA-A12LA 320 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 1 --28 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 6B ROOF AC-6A MITSUBISHI PUZ-A12NKA7-BS -- 12.0 26 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 208 1 11 28 93 PROVIDE LOW AMBIENT WIND BAFFLES.
AC 7A IT 150 IT 150 SAMSUNG CNH304DB 749 48.0 26 NF AT UNIT WE INT. WE WE 25 25 BAS SEE PLANS 25 208 1 1 -- 47 PROVIDE HIGH LIFT CONDENSATE PUMP.
AC 7B ROOF AC-7A SAMSUNG CXH48ADB -- 48.0 26 NF AT UNIT WE INT.WE 25 25 25 BAS SEE PLANS 25 208 1 33 40 196 PROVIDE LOW AMBIENT WIND BAFFLES.
AIR TERMINAL SCHEDULE
TAG MANUFACTURER MODEL DIFFUSER SIZE VOLUME CONTROL MOUNTING TYPE REMARKS
DR TITUS 350FL SEE PLAN AG-15-11 DUCT ALUMINUM 35° FIXED FINS
DS TITUS 300FL SEE PLAN AG-15-11 DUCT ALUMINUM DOUBLE DEFLECTION
LD TITUS TMS 24"x24" AG-85 LAY-IN MOUNTING SIZE IS CEILING MODULE, STEEL, ADJUSTABLE THROW, DIFFUSER SIZE IS NECK SIZE
LG TITUS 50F SEE PLAN NONE LAY-IN ALUMINUM FRAME AND CORE
LP TITUS ML-39 4'-0"x3" INTEGRAL DUCT PLENUM SUPPLY LINEAR DIFFUSER, WITH LOW PROFILE FACTORY PLENUM
RD TITUS TMR SEE PLAN AG-85 DUCT/SURFACE --
SG TITUS 300FL SEE PLAN NONE DUCT ALUMINUM DOUBLE DEFLECTION
SR TITUS 350FL SEE PLAN AG-15-11 SURFACE ALUMINUM 35° FIXED FINS
DEHUMIDIFICATION UNIT SCHEDULE - MECHANICAL
TAG TAG # LOCATION SERVES MANUFACTURER MODEL
SUPPLY FAN EXHAUST FAN COOLING HEATING DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT
(UNIT+CURB)COMMENTSCFM
ESP
("WG)HP CFM
ESP
("WG)HP
SENSIBLE
(MBH)
TOTAL
(MBH)
ECC LCC
REFRIGERANT
TYPE
HEATING
TYPE
INPUT
(MBH)
OUTPUT
(MBH)
PROV.
BY TYPE LOCATION
FURN.
BY INST. BY TYPE
FURN.
BY
INST.
BY
WIRE
BY
CONTROL
DEVICE LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE MCA MOCP
SCCR
(kA)
DB
(°F)
WB
(°F)
DB
(°F)
WB
(°F)
DHU 01 ROOF MERCY/HEALTH
ARENA 136
CDI MDH-160 12,000 1.5 25 12,000 0.5 (2) 7.5 645.2 645.2 102.7 61.5 49.9 38.4 R-410A NG 1,000.0 800.0 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE
PLANS
25 480 3 65 70 10 18,000 1,2,3,4,5,6
DHU 02 ROOF MULTI-PURPOSE
154
CDI CDH-148 7,500 2.0 10 - - - - - - - - - - - - - 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE
PLANS
25 480 3 30 45 10 10,000 1,2,3,4,5
VARIABLE AIR VOLUME SCHEDULE
TAG TAG # LOCATION SERVES MANUFACTURER MODEL
INLET
SIZE
PRIMARY FAN HEATING DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT COMMENTS
MIN
(CFM)
MAX
(CFM)CFM HP
ESP
("WG)CFM
HEATING
TYPE
CAPACITY
TOTAL (kW)
# OF
STAGES
LAT
(°F)
PROV.
BY TYPE LOCATION
FURN.
BY
INST.
BY TYPE
FURN.
BY
INST.
BY
WIRE
BY DEVICE LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE MCA MOCP
VAV 1-1 MEN 122 MEN 122 & FAMILY RR 120 TITUS DESV-08 8" 245 700 350 ELEC 4.5 SCR 98.8 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 20.3 25
VAV 1-3 WOMEN 121 WOMEN 121 TITUS DESV-08 8" 210 600 300 ELEC 3.5 SCR 95.1 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 15.8 20
VAV 1-4 WOMEN 121 ICE ARENA LOBBY 117 TITUS DTQS-05 14" 508 1450 1450 0.25 1/3 1450 ELEC 16 SCR 96.5 23 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 480 3 28.2 30
VAV 1-5 ICE ARENA LOBBY 117 VESTIBULE 118 TITUS DESV-08 8" 175 500 250 ELEC 3 SCR 96.1 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 13.5 15
VAV 1-6 ICE ARENA LOBBY 117 ICE ARENA LOBBY 117 TITUS DTQS-05 14" 420 1200 1200 0.25 1/3 1200 ELEC 13 SCR 95.8 23 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 480 3 23.7 25
VAV 1-7 ICE ARENA LOBBY 117 ICE ARENA LOBBY 117 TITUS DTQS-06 16" 700 2000 2000 0.25 3/4 2000 ELEC 22 SCR 96.4 23 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 480 3 39.8 40
VAV 1-8 FOOD PREP 115 (A) FOOD PREP 115 (A) TITUS DESV-14 14" 777 2220 1110 ELEC 13 SCR 95.2 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 480 3 19.5 20
VAV 1-9 MAIN LOBBY 101 MAIN LOBBY 101 TITUS DTQS-06 16" 658 1880 1880 0.25 3/4 1880 ELEC 20 SCR 95.2 23 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 480 3 36.8 40
VAV 1-10 OFFICE 111 MAIN LOBBY 101 TITUS DTQS-02 8" 200 570 570 0.25 0.17 570 ELEC 6 SCR 94.9 23 NF AT UNIT WE INT. WE 25 25 25 BAS SEE PLANS 25 277 1 28.7 30
VAV 1-11 CHECK-IN / RENTAL 107 VESTIBULE 100 TITUS DESV-10 10" 350 1000 500 ELEC 6 SCR 96.1 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 27.1 30
VAV 1-12 SKATE RENTAL 108 OFFICES & SKATE RENTAL TITUS DESV-12 12" 415 1180 590 ELEC 7 SCR 95.7 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 31.6 35
VAV 1-13 TOILETS 106 TOILETS 106 TITUS DESV-06 6" 90 250 125 ELEC 1.5 SCR 96.1 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 6.8 15
VAV 1-14 MAIN LOBBY 101 MAIN LOBBY 101 TITUS DTQS-06 16" 745 2120 2120 0.25 3/4 2120 ELEC 23 SCR 95.9 23 NF AT UNIT WE INT.WE 25 25 25 BAS SEE PLANS 25 480 3 41.3 45
VAV 1-15 MEETING ROOM (B) 103 STORAGE 104 & FIRST AID 105 TITUS DESV-06 6" 90 250 120 ELEC 1.5 SCR 97.7 23 NF AT UNIT -- 25 25 25 BAS SEE PLANS 25 277 1 6.8 15
VAV 1-16 MEETING ROOM (B) 103 MEETING ROOM (B) 103 TITUS DESV-10 10" 245 700 350 ELEC 4.5 SCR 98.8 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 20.3 25
VAV 1-17 MEETING ROOM (A) 102 MEETING ROOM (A) 102 TITUS DESV-10 10" 350 1000 500 ELEC 6 SCR 96.1 23 NF AT UNIT - - 25 25 25 BAS SEE PLANS 25 277 1 27.1 30
ROOFTOP UNIT SCHEDULE
TAG
TAG
#LOCATION SERVES MANUFACTURER MODEL
SUPPLY FAN HEATING COOLING
OUTSIDE
AIR (CFM)
DISCONNECT STARTER CONTROLS
VOLTAGE
ELECTRICAL
WEIGHT
(UNIT+CURB
LB)COMMENTS
SUPPLY
(CFM)
ESP
("WG)HP
HEATING
TYPE
EAT DB
(°F)LAT DB (°F)
FUEL
INPUT
(MBH)
FUEL
OUTPUT
(MBH)
EAC DB
(°F)
EAC WB
(°F)
LAC DB
(°F)
LAC WB
(°F)
CAPACITY
SENSIBLE
(MBH)
CAPACITY
TOTAL
(MBH)
REFRIGERANT
TYPE
HOT GAS
REHEAT
(°F)
PROV.
BY TYPE
FURN.
BY INST. BY TYPE
FURN.
BY
INST.
BY WIRE BY DEVICE LOCATION
WIRING
REQUIREMENTS PHASE MCA MOCP
SCCR
(kA)
RTU 01 ROOF MAIN LOBBY 101 AAON RNA-040 16,000 1.5 (2) 20 NG 52.8 80.4 600 480 78.0 65.4 55.4 55.0 384.1 490.5 R-410A 90.8 3,200 26 NF WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 134 150 10 6,800 1,2,3,4,5,6,7,8,9
RTU 02 ROOF LOBBY / LINK 155 AAON RN-011 3,500 1.5 3 NG 40.5 102.5 292.5 234 80.1 67.7 55.0 54.8 93.3 135.3 R-410A 97.2 1,200 26 NF WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 26 30 10 2,300 1,2,3,4,5,6,7,8
RTU 08 ROOF WARMING ROOM 159 AAON RQ-006 1,225 1.5 2 NG 7 104.6 160 129.6 86.0 73.5 54.9 54.6 39.8 72.6 R-410A 122.2 120 / 900 26 NF WE INT. VFD WE WE 25 BAS SEE PLANS 25 480 3 21 30 10 1,300 1,2,3,4,5,6,7,8
RTU 09 ROOF STORAGE 160 AAON RQ-004 1,140 1.5 2 NG 61.3 127.2 100 81 76.5 63.8 48.5 48.2 34.0 48.0 R-410A 95.4 115 26 NF WE INT.VFD WE 25 25 BAS SEE PLANS 25 480 3 18 25 10 1,300 1,2,3,4,5,6,7
RTU 10 ROOF MALL CONNECTION 164 AAON RQ-002 600 1.5 1 NG 61.4 136.5 60 48.6 76.5 63.7 50.6 49.8 16.5 23.2 R-410A 93.7 60 26 NF WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 12 15 10 1,200 1,2,3,4,5,6,7
RTU 11 ROOF STORAGE 167-2 AAON RQ-004 1,670 1.5 2 NG 61.3 106.2 100 81 76.5 63.8 53.5 52.8 41.1 51.7 R-410A 87.5 170 26 NF WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 18 25 10 1,300 1,2,3,4,5,6,7
RTU 12 ROOF RESURFACER ROOM 170 AAON RQ-004 1,085 1.5 2 NG 61.3 130.5 100 81 76.5 63.8 47.9 47.6 33.1 47.8 R-410A 96.7 110 26 NF WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 18 25 10 1,300 1,2,3,4,5,6,7
FAN SCHEDULE
TAG TAG # DESCRIPTION LOCATION MANUFACTURER MODEL
AIRFLOW
(CFM)
FAN ESP
("WG)TYPE
FAN
DRIVE DAMPER FAN RPM
DISCONNECT STARTER CONTROL
FAN
MOTOR
HP
ELECTRICAL
WEIGHT (LB) COMMENTS
PROV.
BY TYPE
FURN.
BY INST. BY TYPE
FURN.
BY
INST.
BY
WIRE
BY DEVICE LOCATION
CONTROL
WIRING
REQUIREME
NTS VOLTAGE PHASE MOCP
F 01 TOILET EXHAUST ROOF GREENHECK G-090-VG 525 0.5 PRV DIRECT MOTORIZED 1,634 26 NF WE INT. WE 25 25 25 BAS SEE PLANS 25 1/10 120 1 80
(UNIT+CURB)
PROVIDE SPEED CONTROLLER, INSULATED CURB
F 02 CONCESSIONS EXHAUST ROOF GREENHECK CUE-120-VG 1,000 0.75 UB-PRV DIRECT MOTORIZED 1,304 26 NF WE INT. WE 25 25 25 BAS SEE PLANS 25 1/4 120 1 100
(UNIT+CURB)
PROVIDE SPEED CONTROLLER, INSULATED CURB
F 03 TOILET EXHAUST ROOF GREENHECK G-180-VG 3,025 0.5 PRV DIRECT MOTORIZED 939 26 NF WE INT. VFD 25 25 25 BAS SEE PLANS 25 1 480 3 100
(UNIT+CURB)
PROVIDE SPEED CONTROLLER, INSULATED CURB
F 04 TOILET EXHAUST ROOF GREENHECK G-120-VG 1,600 0.5 PRV DIRECT MOTORIZED 1,536 26 NF WE INT. WE 25 25 25 BAS SEE PLANS 25 1/2 120 1 100
(UNIT+CURB)
PROVIDE SPEED CONTROLLER, INSULATED CURB
F 05 REFRIG. RM. VENT. ROOF GREENHECK G-090-VG 500 0.5 PRV DIRECT MOTORIZED 1,601 26 NF WE INT. WE 25 25 25 BAS SEE PLANS 25 1/10 120 1 80
(UNIT+CURB)
PROVIDE SPEED CONTROLLER, INSULATED CURB
F 06 REFRIG. RM. EM. EXH. ROOF GREENHECK USF-22 7,215 0.5 UTIL DIRECT MOTORIZED 1,150 26 NF WE INT. VFD 25 25 25 BAS SEE PLANS 25 5 480 3 650
F 07 TRANSFER FAN ELECTRICAL 134 GREENHECK SQ-95-VG 600 0.5 INLINE DIRECT BACKDRAFT AT UNIT DIV. 26 NON-FUSED WE INTEGRAL WE WE WE 25 BMS SEE PLANS 25 1/6 120 1 50 PROVIDE SPEED CONTROLLER
F 08 TRANSFER FAN METER RISER 179 GREENHECK SQ-95-VG 600 0.5 INLINE DIRECT BACKDRAFT AT UNIT DIV. 26 NON-FUSED WE INTEGRAL WE WE WE 25 BMS SEE PLANS 25 1/6 120 1 50 PROVIDE SPEED CONTROLLER
F 09 HOOD FAN ROOF GREENHECK CUE-100HP-VG 900 1.0 UB-PRV DIRECT MOTORIZED 2,500 26 NF WE INT. WE 25 25 25 BAS SEE PLANS 25 1/2 480 3 80
(UNIT+CURB)
PROVIDE SPEED CONTROLLER, INSULATED CURB
ENERGY RECOVERY UNIT SCHEDULE
TAG TAG # LOCATION SERVES MANUFACTURER MODEL
SUPPLY EXHAUST FAN HEATING COOLING DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT
(UNIT+C
URB LB)COMMENTS
SUPPLY FAN SUMMER
WINTER
OAT DB
(°F)
SUMMER WINTER
POST
EXCH. DB
(°F)
SUMMER
WINTER
LAT DB
(°F)
EXHAUST
(CFM)
ESP
("WG)HP
HEATING
TYPE
FUEL
INPUT
(MBH)
FUEL
OUTPUT
(MBH)
CAPACITY
SENSIBLE
(BTUH)
CAPACITY
TOTAL
(BTUH)
REFRIGERA
NT TYPE
HOT GAS
REHEAT (°F)
PROV.
BY TYPE LOCATION
FURN.
BY INST. BY TYPE
FURN.
BY
INST.
BY
WIRE
BY
CONTROL
DEVICE LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE MCA MOCP SCCR (kA)
SUPPLY
(CFM)
ESP
("WG)HP
OAT
DB (°F)
OAT
WB (°F)
POST
EXCH. DB
(°F)
POST
EXCH. WB
(°F)
COIL
LAT
DB (°)
COIL
LAT
WB (°F)
RTU 03 ROOF MULT-USE 156 AAON RN-016 9,000 3.0 20 90.0 77.0 -16.0 77.6 65.4 51.9 52.2 52.0 96.4 3,080 1.5 10 NG 540.0 432.0 345.4 467.9 R-410A 96.0 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 105 125 10 4,200 1,2,3,4,5,6,7,8
RTU 04 ROOF MULTI-PURPOSE 154 AAON RN-020 13,040 3.0 20 90.0 77.0 -16.0 76.5 63.9 60.5 51.4 51.1 128.3 5,330 1.5 15 NG 1,200.0 960.0 460.2 667.0 R-410A 92.5 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 129 150 10 8,500 1,2,3,4,5,6,7,8
RTU 05 ROOF MULT-USE 156 AAON RN-016 9,000 3.0 20 90.0 77.0 -16.0 77.6 65.4 51.9 52.2 52.0 96.4 3,080 1.5 10 NG 540.0 432.0 345.4 467.9 R-410A 96.0 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 105 125 10 4,200 1,2,3,4,5,6,7,8
RTU 06 ROOF MULTI-PURPOSE 154 AAON RN-020 13,040 3.0 20 90.0 77.0 -16.0 76.5 63.9 60.5 51.4 51.1 128.3 5,330 1.5 15 NG 1,200.0 960.0 460.2 667.0 R-410A 92.5 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 129 150 10 8,500 1,2,3,4,5,6,7,8
RTU 07 ROOF MULT-USE 156 AAON RN-016 9,000 3.0 20 90.0 77.0 -16.0 77.6 65.4 51.9 52.2 52.0 96.4 3,080 1.5 10 NG 540.0 432.0 345.4 467.9 R-410A 96.0 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 105 125 10 4,200 1,2,3,4,5,6,7,8
RTU 13 ROOF EXPANDED MULTIPURPOSE 186 AAON RN-016 9,000 3.0 20 90.0 77.0 -16.0 77.6 65.4 51.9 52.2 52.0 96.4 3,080 1.5 10 NG 540.0 432.0 345.4 467.9 R-410A 96.0 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 105 150 10 4,200 1,2,3,4,5,6,7,8,9 (ADD ALTERNATE
#1)
ERV 01 ROOF WET TEAM RMS 1,2 AAON RN-008 1,700 1.5 3 90.0 77.0 -16.0 79.7 67.6 41.3 48.2 48.1 132.9 1,700 1.5 2 NG 210.0 168.0 56.5 93.0 R-410A 110.5 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 27 40 10 2,000 1,2,3,4,5,6,7,8
ERV 02 ROOF TEAM RMS 1,2,3 AAON RN-008 1,900 1.5 3 90.0 77.0 -16.0 80.1 68.0 39.0 50.6 50.4 121.0 1,900 1.5 2 NG 210.0 168.0 59.6 96.7 R-410A 108.3 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 27 40 10 2,000 1,2,3,4,5,6,7,8
ERV 03 ROOF WET TEAM RMS 3,4 & TEAM
RMS 4,5
AAON RN-008 2,045 1.5 3 90.0 77.0 -16.0 80.2 68.2 36.7 51.8 51.7 112.8 2,045 1.5 2 NG 210.0 168.0 61.5 98.2 R-410A 106.2 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 27 40 10 2,000 1,2,3,4,5,6,7,8
ERV 04 ROOF MAIN TEAM ROOM AAON RN-013 2,500 1.5 3 90.0 77.0 -16.0 80.4 68.7 38.4 47.5 47.4 125.1 2,500 1.5 2 NG 292.5 234.0 86.9 150.6 R-410A 81.4 26 NF AT UNIT WE INT. VFD WE 25 25 BAS SEE PLANS 25 480 3 38 45 10 3,000 1,2,3,4,5,6,7,8
ERV 05 ROOF MERCY/HEALTH ARENA 136 AAON RNA-026 7,425 1.5 7.5 90.0 77.0 -16.0 60.3 55.5 34.2 40.4 40.4 123.6 7,425 1.5 3 (2) NG 900.0 720.0 162.7 271.8 R-410A 81.9 26 NF AT UNIT WE INT.VFD WE 25 25 BAS SEE PLANS 25 480 3 82 100 10 7,800 1,2,3,4,5,6,7,8
ERV 06 ROOF LOCKER CORE & SHELL/ADD
ALT TEAM RMS
AAON RN-020 5,025 1.5 7.5 90.0 77.0 -16.0 79.9 68.3 40.7 51.8 51.8 120.4 5,025 1.5 7.5 NG 540.0 432.0 149.2 243.5 R-410A 106.2 26 NF AT UNIT WE INT. VFD WE WE 25 BAS SEE PLANS 25 480 3 63 70 10 3,800 1,2,3,4,5,6,7,8,10 (ADD ALTERNATE
#2)
DEHUMIDIFICATION UNIT SCHEDULE - WHEEL AND ENERGY RECOVERY
TAG
TAG
#SUPPLY (CFM)
OA
CONDITIONS
(DB °F/GR
PER LB)
SPACE
CONDITIONS
(DB °F/GR
PER LB)
FALL PROCESS (BASIS OF DESIGN) ENERGY RECOVERY WHEEL (FALL) REACTIVATION
COMMENTS
20% OA 100% OA SUMMER
ENTERING
CONDITIONS
(DB°F/GR
PER LB)
SUMMER
LEAVING
CONDITIONS
(DB°F/GR
PER LB)
SENSIBLE
(MBH)
TOTAL
(MBH)CFM
HEATING
CAPACITY
(MBH)
LEAVING
CONDITIONS
(DB °F/GR
PER LB)CFM
MOISTURE
REMOVAL
(LBS/HR)CFM
MOISTURE
REMOVAL
(LBS/HR)
DHU 01 12,000 89.8/111.8 50/30 2,400 154.0 12,000 293.3 89.8/111.8 61.4/53.9 369.6 865.2 3,240 569.0 149.5/290.2 1,2,3,4,5,6
DHU 02 7,500 89.8/111.8 50/30 1,500 152.0 7,500 232.0 - - - - 2,025 539.0 142.8/260.7 1,2,3,4,5
1
1
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
9100 49th Avenue N.
MINNEAPOLIS, MN 55428
Tel: (763) 367-7600
Fax: (763) 367-7601
MICHAEL D. WOEHRLE, P.E.wPROFES
SIONA L E N GINEERE-41050-6
MICHAEL DAVID
WOEHRLE
MINNEAPOLIS
MNISCONSIN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
EXPIRES 07/31/2024
MECHANICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
M6.1
10/13/2023
22-002 -
CONDENSING UNIT SCHEDULE
TAG
TAG
#LOCATION SERVES MANUFACTURER MODEL
AMBIENT
(°F)
COOLING DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT COMMENTS
CAPACITY
(MBH)
REFRIGERANT
TYPE
SUCTION
TEMPERATURE
(°F)
PROV.
BY TYPE LOCATION
FURN
. BY INST. BY TYPE
FURN
. BY
INST
. BY DEVICE
WIRE
BY LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE MCA MOCP
CU 01 ROOF DHU-01 DAIKIN APPLIED RCS-080D 105 645.2 R-410A 40 26 NF AT UNIT WE INT. WE WE WE BAS 25 SEE PLANS 25 480 3 133.9 150 3,600 (2) CIRCUITS WITH HOT GAS ON
BOTH CIRCUITS
INFRARED HEATER (GAS-FIRED) SCHEDULE
TAG
TAG
#LOCATION MANUFACTURER MODEL
SUPPLY FAN
MOTOR HP
HEATING
MOUNTING
HEIGHT FLUE
DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT COMMENTSTYPE
FUEL INPUT
(MBH)
PROV.
BY TYPE AMP/PHASE LOCATION
FURN
. BY INST. BY TYPE
FURN
. BY
INST
. BY DEVICE
WIRE
BY LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE MCA MOCP PANEL CIRCUIT
CONDUIT AND
WIRE SIZE
CONN.
TYPE
IR 01 MULTI-PURPOSE
AREA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 02 MULTI-PURPOSE
AREA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 03 MULTI-PURPOSE
AREA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 04 MULTI-PURPOSE
AREA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 05 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 06 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 07 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 08 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 09 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 10 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 11 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 12 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 13 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
IR 14 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
CRV-B-12 -- NG 110 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 20/1 REC. AT UNIT WE WE -- 25 25 SENSOR 25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A)
VP 01 MULTI-PURPOSE
AREA SEATING
ROBERTS
GORDON
VACUUM
PUMP
3/4 -- -- 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 30/1 REC. AT UNIT WE WE CONTROL
PANEL
23 25 CONTROL
PANEL
25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A) PLUS
BLOWER FAN MOTOR
VP 02 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
VACUUM
PUMP
3/4 -- -- 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 30/1 REC. AT UNIT WE WE CONTROL
PANEL
23 25 CONTROL
PANEL
25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A) PLUS
BLOWER FAN MOTOR
VP 03 MERCYHEALTH
ARENA SEATING
ROBERTS
GORDON
VACUUM
PUMP
3/4 -- -- 24' - 0" CATEGORY
III
DIV. 26 RECEPTACLE 30/1 REC. AT UNIT WE WE CONTROL
PANEL
23 25 CONTROL
PANEL
25 SEE PLANS 25 120 1 -- -- -- -- -- -- -- IR CONTROL PANEL (0.3A) PLUS
BLOWER FAN MOTOR
UNIT HEATER SCHEDULE
TAG TAG # LOCATION MANUFACTURER MODEL
SUPPLY FAN HEATING DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT COMMENTS
SUPPLY
(CFM)HP TYPE
FUEL INPUT
(MBH)
FUEL OUTPUT
(MBH)
PROV.
BY TYPE LOCATION
FURN.
BY INST. BY TYPE
FURN.
BY
INST.
BY
CONTROL
DEVICE WIRE BY LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE FLA MOCP
UH 1 REFRIGERATION ROOM REZNOR UDZ-75 961 0.06 NG 75 62.3 26 NF AT UNIT WE INT. WE WE 25 BAS 25 SEE PLANS 25 120 1 3.7 15 77 SEPARATED COMBUSTION UNIT.
ELECTRIC UNIT HEATER SCHEDULE
TAG TAG # LOCATION MANUFACTURER MODEL
HEATING DISCONNECT STARTER CONTROLS ELECTRICAL
WEIGHT COMMENTSTYPE INPUT (kW)
PROV.
BY TYPE
FURN.
BY INST. BY TYPE
FURN.
BY
INST.
BY
CONTROL
DEVICE WIRE BY LOCATION
WIRING
REQUIREMENTS VOLTAGE PHASE FLA
EUH 01 VESTIBULE 118 RAYWALL AFA840D-3 ELEC 4 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 208 3 11.11 30
EUH 02 VESTIBULE 100 RAYWALL AFA840D-3 ELEC 4 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 208 3 11.11 30
EUH 03 VESTIBULE 100 RAYWALL AFA840D-3 ELEC 4 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 208 3 11.11 30
EUH 04 WET TEAM RR 124 KING WSC-1215-T-B ELEC 1.5 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 120 1 12.5 10
EUH 05 WET TEAM RR 139 KING WSC-1215-T-B ELEC 1.5 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 120 1 12.5 10
EUH 06 VESTIBULE 171 RAYWALL AFA840D-3 ELEC 4 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 208 3 11.11 30
EUH 07 METER RISER 179 RAYWALL AFA840D-3 ELEC 4 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 208 3 11.11 30
EUH 08 ELECTRICAL 134 RAYWALL AFA840D-3 ELEC 4 26 NON-FUSED WE INT. WE WE WE BAS 25 SEE PLANS 25 208 3 11.11 30
1
08/03/2023 PERMIT REVIEW SET
10/04/2023 BID SET DOCUMENTS
1 10/13/2023 PLAN REVIEW RESUBMITTAL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
WP WEATHERPROOF
HW
HV AIR CONDITIONING CONTRACTOR
HEAVYWALL
HVAC
GYP
HOA
GRC
HP
FLUOR
GFI
FIXT
G.C.
EXP
ER
EXR
ENT
EX
F
FLUORESCENT
HEATING, VENTILATING, AND
GROUND FAULT INTERRUPTING
HAND-OFF-AUTO SELECTOR SWITCH
GENERAL CONTRACTOR
GALVANIZED RIGID CONDUIT
GYPSUM BOARD
HORSEPOWER
ELECTRICAL NON-METALLIC TUBING
EXISTING TO BE REMOVED
EXISTING IN NEW LOCATION
EXISTING TO REMAIN
EXPOSED
FIXTURE
FURNISHED
LTG LIGHTING
MAIN LUGS ONLY
MANUAL STARTER
MAIN SWITCHBOARD
MAGNETIC STARTER
MECHANICAL CONTRACTOR
MSB
MTD
MLO
MAN
MAG
MC
MOUNTED
INSTALLED
INTEGRAL TO UNIT
LAY-IN GRID
TRANSFORMER
LOC
IU
KW
LIG
I
LOCATION
KILOWATT
XFMR
ABBREVIATIONS
DNLT
DISC
ELEV
EWC
EMT
E.C
CLG
CKT
DN
CS
CAB
CB
CONC
D
C
DISCONNECT SWITCH
ELECTRICAL METALLIC TUBING
DISCONNECT SWITCH
ELECTRIC WATER COOLER
ELECTRICAL CONTRACTOR
DOWN LIGHT
ELEVATION
DOWN
MOUNTED 6" ABOVE COUNTER
CIRCUIT BREAKER
COMBINATION STARTER/DISC. SWITCH
CEILING
CABINET
CIRCUIT
CONCRETE
ARCH
BKR
BFG
AR
AFF
AFG
AF
A/E
B
AMP FUSE
ABOVE FINISHED FLOOR
BELOW FINAL GRADE
ABOVE FINAL GRADE
AS REQUIRED
ARCHITECT
BREAKER
JUNCTION BOX
ARCHITECT/ENGINEER
PNL PANEL
TEMPERATURE CONTROL
CONTRACTOR
TIME CLOCK
UNIT MANUFACTURER
W
VER
TCC
TC
TYP TYPICAL
WIRED
VERIFY
UM
SWITCH STATION
SUSPENDED
PUSH-BUTTON
RECEPTACLE
SW
R
SS
SUSP
REC
SURF
PB
SWITCH
SURFACE
RECESSED
PLUMBING CONTRACTOR
ON CENTER
PHOTOCELL
ON UNITOU
OC
PEND PENDANT
PLBG
PC
P POLE
O OTHERS
NEAR UNIT
NOT IN CONTRACT
NU
NIC
OVER RIDE SWITCHORS
CONTROL PANELCP
AMP SWITCHAS
AVAILABLE FAULT CURRENTAFC
VARIABLE FREQUENCY DRIVEVFD
CANDELAcd
MAIN CIRCUIT BREAKERMCB
COMB COMBINATION STARTER W/DISCONNECT SWITCH
1. CIRCUITS INDICATED ARE INTENDED TO DENOTE WHICH
DEVICES/FIXTURES ARE TO BE WIRED TO A COMMON CIRCUIT
BREAKER, AND NOT ITS POSITION IN THE PANEL. REBALANCE
LOADS BETWEEN PHASES (MAX. 7.5%) UPON COMPLETION OF
WIRING.
2. BRANCH CIRCUITS FOR RECEPTACLES MOUNTED ON ROOF TOP
EQUIPMENT MAY BE ROUTED UP THROUGH UNIT CURB OR UNIT
ITSELF IF RECOMMENDED BY ROOF TOP EQUIPMENT
MANUFACTURER.
3. NEW EXIT LIGHTS SHALL BE WIRED TO THE NEAREST AVAILABLE
UNSWITCHED LIGHTING CIRCUIT SERVING THE AREA THAT EXIT
LIGHT IS INSTALLED.
4. ELECTRICAL RACEWAYS SHALL BE CONCEALED IN CEILING CAVITY
OR IN WALLS WHERE POSSIBLE, OTHERWISE RACEWAY SHALL BE
EXPOSED WIREMOLD TYPE, 200, 500 OR 700 AS NECESSARY TO
ACCOMMODATE WIRES.
5. ELECTRICAL RACEWAYS SHALL BE CONCEALED IN CEILING CAVITY
OR IN WALLS. EXPOSED RACEWAYS ARE NOT ACCEPTABLE
UNLESS SPECIFICALLY INDICATED AND/OR APPROVED BY A/E.
6. EXACT LOCATION OF SPECIAL PURPOSE OUTLETS SHALL BE
VERIFIED IN FIELD. VERIFY SPECIFIC WIRING REQUIREMENTS
WITH VENDORS' DRAWINGS/INSTRUCTION, COORDINATING
ELECTRICAL WORK WITH WORK OF VENDOR AND OTHER TRADES.
7. INCLUDE FISH WIRE IN ALL NON-POWER CONDUITS.
8. VERIFY EXACT LOCATION OF LIGHTING FIXTURES IN THE FIELD TO
AVOID CONFLICT WITH MECHANICAL EQUIPMENT, DUCT WORK,
AND PIPES.
9. PAINT ALL EXPOSED CONDUIT TO MATCH ADJACENT AREAS WHEN
THE CONDUIT IS IN A FINISHED AREA.
10. FIRE AND/OR SMOKE RATINGS OF WALLS, FLOORS AND CEILINGS
SHALL BE MAINTAINED. IF THE INTEGRITY IS SACRIFICED THEN
THE BARRIER SHALL BE REPAIRED TO ITS ORIGINAL RATING. ALL
PENETRATIONS SHALL BE PROPERLY SEALED.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING AND
AIMING ALL FIXTURES TO THE OPTIMUM DISTRIBUTION AND
OWNER'S SATISFACTION.
12. COORDINATE CABLE TYPES AND INSTALLATIONS FOR WORK
ABOVE CEILING WITH HVAC FOR PLENUM VS. NON-PLENUM
RATING OF CEILING SPACE. INSTALLATION SHALL FOLLOW
GUIDELINES FOR RATINGS OF CEILING CAVITY.
13. VERIFY LOCATION OF MARKER BOARDS, TACK BOARDS,
ARTWORK, SIGNS AND ANY OTHER WALL MOUNTED ITEMS PRIOR
TO ROUGH-IN OF FIRE ALARM DEVICES AND ANY OTHER WALL
MOUNTED DEVICE. DO NOT ROUGH IN BEHIND BOARDS.
14. ALL SPEAKERS, LIGHTS FIXTURES, FIRE ALARM DEVICES, CLOCKS
AND SIMILAR DEVICES IN GYM AREA SHALL HAVE WIRE GUARDS
OR SHIELDING TO PROTECT THE EQUIPMENT FROM DAMAGE.
15. WHEN THE KITCHEN HOOD FIRE SUPPRESSION SYSTEM IS
ACTIVATED, ALL ELECTRICAL SOURCES SERVING COOKING
APPLIANCES AND EQUIPMENT ASSOCIATED WITH THE HOODS
SHALL BE AUTOMATICALLY DEACTIVATED VIA A SHUNT TRIP
CIRCUIT BREAKER INTERCONNECTED TO THE HOOD FIRE
SUPPRESSION SYSTEM SHUTDOWN CIRCUIT. THE HOOD EXHAUST
FAN SHALL REMAIN IN OPERATION UNLESS NOTED OTHERWISE.
16. SEE MECHANICAL/ELECTRICAL SHEETS FOR ELECTRICAL
INFORMATION OF HVAC EQUIPMENT INDICATED ON DRAWINGS.
17. JUNCTION BOXES INSTALLED IN EXTERIOR WALLS SHALL NOT
PENETRATE THE VAPOR BARRIER. IF THE INTEGRITY IS
SACRIFICED THEN THE BARRIER SHALL BE REPAIRED TO ORIGINAL
RATING.
18. RECEPTACLE LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER
TYPE.
19. PLASTIC TIE WRAPS SHALL NOT BE USED TO SUPPORT ANY
RACEWAYS OR OPEN AIR WIRING.
20. FIRE ALARM DEVICES MAY BE SHOWN OFF CENTERED SO THAT
ROOM NAMES AND NUMBERS ARE VISIBLE. CONTRACTOR SHALL
CENTER THESE DEVICES IN THE ROOMS ACCORDINGLY.
GENERAL NEW CONSTRUCTION NOTES:
ELECTRICAL DISTRIBUTION PANEL - NEW
DUCT SMOKE DETECTOR.
DOOR HOLD OPEN DEVICE.
FIRE ALARM CONTROL PANEL (FACP).
FIRE ALARM REMOTE ANNUNCIATOR.
FIRE ALARM SYSTEM
AUTOMATIC TRANSFER SWITCH
CURRENT TRANSFORMER.
AMPS, POLES.
-MOUNTED 48" AFF.
-MOUNTED 6" ABOVE COUNTER.LOCAL SWITCH, SINGLE POLE, WITH DUPLEX RECEPTACLE
DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR
DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH - MOUNTED 48" AFF
WALLBOX DIMMER - MOUNTED 48" AFF
LOCAL SWITCH, SINGLE POLE, WITH DUPLEX RECEPTACLE
CIRCUIT BREAKER
AMPS, POLES.
SMOKE DAMPER.
TAMPER SWITCH.
FLOW SWITCH.
SMOKE DETECTOR.
HEAT DETECTOR.
LED POLE MOUNTED LIGHT FIXTURE - SIDE ARM
LED CEILING SURFACE/PENDANT MOUNTED LIGHTING FIXTURE
EXIT SIGN
EMERGENCY LIGHT
LED WALL MOUNTED FIXTURE
LED TROFFER
LIGHTING
NEUTRAL AND PHASE WIRES.
BRANCH CIRCUIT - SEPARATE CONTROL, INCLUDES GREEN GROUND WIRE,
NEUTRAL AND PHASE WIRES.
BRANCH CIRCUIT - COMMON CONTROL, INCLUDES GREEN GROUND WIRE,
CIRCUIT DESIGNATIONS
QUADRUPLEX RECEPTACLE - TWO DUPLEX RECEPTACLES UNDER A COMMON
DUPLEX RECEPTACLE - TAMPER PROOF "CHILDSAFE" TYPE.
DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE.
SWITCH - FUSED
SWITCH - NON FUSED.
DISCONNECT SWITCH - FUSIBLE.
DISCONNECT SWITCH.
SPECIAL PURPOSE OUTLET - SEE SCHEDULE.
DUPLEX RECEPTACLE - MOUNTED IN FLOOR. (FLUSH UNLESS OTHERWISE INDICATED)
AMPS, POLES.
COVERPLATE.
DUPLEX RECEPTACLE - MOUNTED VERTICALLY
DUPLEX RECEPTACLE - MOUNTED 18" AFF.
POWER & DIAGRAMS
4" ABOVE BACKSPLASH.
6" ABOVE COUNTER OR HORIZONTALLY
GROUND
GENERATOR.
METER.
INDICATES SHEET NUMBER
INDICATES SHEET NUMBER
INDICATES NOTE NUMBER
SEE NOTE
MISCELLANEOUS SYMBOLS
INDICATES DETAIL NUMBER
SEE DETAIL
LED POLE MOUNTED LIGHT FIXTURE - POST TOP
NIGHT LIGHT
MONITOR MODULE
CONTROL MODULE
DEMAND METER.
HEAT DETECTOR ELEVATOR SHUT DOWN
SMOKE DETECTOR ELEVATOR RECALL.
MANUAL PULL STATION WITH AUDIO/VISUAL SIGNAL DEVICE MOUNTED ABOVE.
MANUAL PULL STATION - MOUNTED AT 48" AFF.
75 CANDELA UNLESS NOTED OTHERWISE
UNLESS NOTED OTHERWISE
OR 6" BELOW CEILING, WHICHEVER IS LOWER 75 CANDELA
VISUAL SIGNAL DEVICE (STROBE) - MOUNTED AT 80" AFF
COMBINATION FIRE/SMOKE DAMPER
COMBINATION FIRE/SMOKE DAMPER
MOTOR - SEE SCHEDULE. SEE MECHANICAL/ELECTRICAL SHEETS FOR
ELECTRICAL INFORMATION OF HVAC EQUIPMENT INDICATED ON DRAWINGS.
TRANSFORMER
ENCLOSED CIRCUIT BREAKER
ANY SYMBOLS UTILIZED ON THE FLOOR PLANS NOT OTHERWISE ON
THE SYMBOLS LIST SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEERS PRIOR TO BIDDING FOR CLARIFICATION.
SYMBOLS LIST NOTE:
SURGE PROTECTION DEVICE
DUPLEX RECEPTACLE - WEATHER PROOF. GFI WEATHER RESISTANT WITH
AUDIO/VISUAL SIGNAL DEVICE (SPEAKER/STROBE) CEILING MOUNTED.
75 CANDELA UNLESS NOTED OTHERWISE
AUDIO SIGNAL DEVICE (SPEAKER) CEILING MOUNTED.
METAL WHILE-IN-USE. COVER AS SPECIFIED
C
FAANN
CPFA
FS
TS
DH
H
S
X
TP
GFI
C
GEN
M
E#
#
E#
#
NL
CM
MM
D
HE
SE
S
SD
F/SD
F/SD
OR
TOR
SPD
WP
EX
0
D
S
S
COMMUNICATIONS
JUNCTION BOX
PUSH BUTTON.
FLOORBOX COMBINATION - POWER, TELEPHONE, DATA - SEE DETAIL
NETWORK OUTLET - MOUNTED AT 18" AFF. (2) CAT.6 CABLES REQUIRED
3
COMBINATION POWER/TELEVISION OUTLET - SEE DETAILTV
LED LINEAR RECESSED/SURFACE/SUSPENDED FIXTURE
EMERGENCY BATTERY UNIT LIGHT FIXTURE - SURFACE MOUNTED
LOCAL SWITCH, SINGLE POLE - 3-WAY.
LOCAL SWITCH, SINGLE POLE - MOUNTED 48" AFF.
4
3
LOCAL SWITCH, SINGLE POLE - 4-WAY.
LOW-VOLTAGE SWITCH - MOUNTED 48" AFF
-SUBSCRIPT DESIGNATION INDICATES CONTROLLED LIGHTING ZONE#
SECURITY SYSTEM - ELECTRICAL LOCK
SECURITY SYSTEM - DOOR CONTACT
SECURITY SYSTEMS
SECURITY SYSTEM - CARD READER
SECURITY SYSTEM - REQUEST TO EXIT
SECURITY SYSTEM - INTERCOM
SECURITY CCTV CAMERA - SINGLE CAT.6 CABLE
EL
DC
S
S
CR
ICS
S
S E
NETWORK OUTLET FOR WIRELESS ACCESS POINT IN FINISHED CEILING - (2) CAT.6A CABLE REQUIRED.
AUDIO/VISUAL SIGNAL DEVICE (SPEAKER/STROBE) - MOUNTED AT 80" AFF
OR 6" BELOW CEILING, WHICHEVER IS LOWER 75 CANDELA
UNLESS NOTED OTHERWISE
SECURITY SYSTEM - KEY ENTRANCEKYS
DIGITAL CLOCK - SINGLE CAT.6 CABLE
LED RECESSED DOWNLIGHT
SECURITY SYSTEMS
INTERCOM SYSTEM - MASTER STATIONMSI
INTERCOM SYSTEM - DOOR STATIONDSI
SECURITY SYSTEM - DURESS BUTTONSDBS
1. ELECTRICAL DRAWINGS ARE BASED ON THE BEST INFORMATION AVAILABLE. FOR
AREAS BEING REMODELED, WORK SHOWN REFLECTS INFORMATION SHOWN ON AS-
BUILT PLANS AND FIELD OBSERVATION; IT IS NOT GUARANTEED 100% ACCURATE.
THIS CONTRACTOR MUST FIELD VERIFY CONDITIONS AND MAKE NECESSARY
ADJUSTMENTS WITHOUT EXTRA COSTS TO THE PROJECT TO SUIT ACTUAL NEEDS.
2. THE CONTRACTOR SHALL REWIRE/REROUTE/RELOCATE, AS REQUIRED DUE TO
CONSTRUCTION, ALL EXISTING CIRCUITS AND EQUIPMENT WHICH ARE TO CONTINUE
IN OPERATION.
3. MAINTAIN THE INTEGRITY OF ALL SYSTEMS AFFECTED BY THE REMOVAL OR ADDITION
OF ELECTRICAL DEVICES AND CONTROLS IN REMODELED AREAS.
4. ALL ELECTRICAL PANELS SHALL REMAIN IN PLACE AS IS, UNLESS INDICATED
OTHERWISE.
5. PROVIDE COMPLETE UPDATED DIRECTORIES FOR ALL PANELS AND SWITCHBOARD
AFFECTED BY CONSTRUCTION. BREAKERS RELIVED FROM DUTY AND NOT BEING
USED SHALL BE SWITCHED OFF AND LABELED "SPARE".
6. OCCUPANCY SENSOR LOCATIONS SHOWN ON DRAWINGS ARE DIAGRAMMATIC ONLY.
ACTUAL LOCATION SHALL BE DETERMINED AT SITE PER MANUFACTURER'S
RECOMMENDATIONS AND LAYOUT. PROVIDE MINIMUM 4'-0" OF FLEX CONDUIT/WIRES
SO THAT THE SENSOR CAN BE FIELD ADJUSTED FOR PROPER COVERAGE DURING
FINAL TESTING. THE TRAINED FACTORY PERSONNEL SHALL PERFORM THE FINAL TIME
SETTINGS AND TESTING.
7. ALL EXISTING DEVICES WHICH ARE TO REMAIN AND ARE LOCATED ON NEW FURRED
OUT WALLS SHALL BE PROVIDED WITH APPROPRIATE EXTENSION RINGS. REFER TO
ARCHITECTURAL DRAWINGS FOR SPECIFIC WALLS.
8. ALL EXISTING DEVICES WHICH ARE NOT SHOWN ON THESE DRAWINGS OR DIRECTED
BY A/E SHALL REMAIN IN PLACE AS IS.
9. EXISTING RECEPTACLES WHICH WOULD BE RENDERED INACCESSIBLE, DUE TO THE
PLACEMENT OF NEW CASEWORK, SHALL BE RELOCATED TO THE KICK PLATE OF THE
CASEWORK, OR OTHERWISE RELOCATED SUCH THAT RECEPTACLES ARE
ACCESSIBLE.
10. ALL NEW DEVICES AND COVER PLATES SHALL MATCH EXISTING UNLESS OTHERWISE
DIRECTED BY A/E. COVER PLATES IN KITCHEN AREAS SHALL BE STAINLESS STEEL.
11. ALL REMOVED DEVICES AND NOT REPLACED IN ANY WAY EXPOSING AN EMPTY BACK
BOX, THE CONTRACTOR SHALL PROVIDE A STAINLESS STEEL COVER PLATE.
12. IN ROOMS WHICH HAVE BEEN SUBDIVIDED, UNUSED EXISTING LIGHTING SWITCHES
SHALL BE REMOVED AND BLANK COVER PLATES SHALL BE PROVIDED. PROPERLY
TERMINATE ALL UNUSED CONDUCTOR(S) WITH WIRE NUT(S).
13. EXISTING CEILING SPEAKERS SHALL BE REMOVED PRIOR TO DEMOLITION OF EXISTING
CEILINGS. SPEAKERS SHALL BE REINSTALLED IN COMPARABLE LOCATION IN NEW
CEILING.
14. WALL MOUNTED SPEAKERS, FIRE ALARM DEVICES, ETC. SHALL BE RELOCATED AS
NECESSARY TO ACCOMMODATE NEW CEILING HEIGHTS.
15. WHERE EXISTING FIXTURES ARE TO BE REUSED, THE CONTRACTOR SHALL PROPERLY
REMOVE, CLEAN, RELAMP, AND REINSTALL EXISTING FIXTURES AS SHOWN ON PLAN.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISCONNECTING POWER AND
REMOVING THE EXISTING FIXTURES FOR REUSE. ANY FIXTURE(S), ELECTRICAL
DEVICES, NOT INDICATED TO BE REUSED SHALL BE PROPERLY DISPOSED OF AND/OR
IN ACCORDANCE WITH THE SPECIFICATIONS.
17. IN ALL LOCATIONS WHERE RE-USE OR EXTENDING OF AN EXISTING CIRCUIT IS
INDICATED ON THE PLANS, THE CONTRACTOR SHALL VERIFY THAT THE EXISTING
CIRCUIT HAS ENOUGH CAPACITY TO HANDLE THE ADDITIONAL LOAD. IF REQUIRED
CAPACITY DOES NOT EXIST, THE CONTRACTOR SHALL EXTEND A NEW CIRCUIT TO
FEED THE NEW EQUIPMENT. NO MORE THAN 6 DUPLEX RECEPTACLES SHALL BE ON
ONE CIRCUIT.
18. REMOVE AND REPLACE EXISTING CEILING TILE REQUIRED FOR INSTALLATION OF
CONDUITS AND CABLES. COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR.
19. THE CONTRACTOR SHALL NOTE THAT THE EXISTING BUILDING WILL REMAIN IN
SERVICE DURING CONSTRUCTION. AREAS OF THE BUILDING WILL BE VACATED AS
REQUIRED TO FACILITATE CONSTRUCTION. PROCEED WITH THE COMPLETION OF THE
WORK IN SUCH A MANNER AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH
OWNER'S OPERATION. ALL WORK SHALL BE DONE IN A MANNER AND TIME
ACCEPTABLE TO OWNER. OUTAGES AND OTHER WORK RENDERING EXISTING
EQUIPMENT INOPERATIVE SUCH AS BUT NOT LIMITED TO THE FIRE ALARM SYSTEM
SHALL BE HELD TO A MINIMUM; PRIOR ARRANGEMENTS FOR EACH SHALL BE MADE
WITH OWNER AND SHALL BE ACCEPTABLE AS TO TIME AND DURATION. ALL
SHUTDOWNS SHALL BE COORDINATED WITH OWNER 2 WEEKS IN ADVANCE. ALL
EXISTING SYSTEMS BEING MODIFIED SHALL BE OPERABLE WHEN CONTRACTOR
MODIFYING THE SYSTEM IS NOT ON-SITE.
20. THE CONTRACTOR SHALL DO THE NECESSARY DEMOLITION WORK IN THE AFFECTED
AREAS INCLUDING THE REMOVAL OF LIGHTING FIXTURES, LAMPS, WIRING,
ACCESSIBLE CONDUIT, AND ELECTRICAL EQUIPMENT. IN ADDITION, PRECEDING
DEMOLITION WORK, HE SHALL DE-ENERGIZE ALL CIRCUITS IN THE AFFECTED AREAS
AND WHERE WIRING IS ROUTED THROUGH THESE AREAS SERVING AREAS OF THE
BUILDING REMAINING IN SERVICE, PROVIDE TEMPORARY AND/OR PERMANENT WIRING
AS REQUIRED. ALSO, WHERE NECESSARY TO MAINTAIN SERVICE IN OTHER AREAS,
PROVIDE NECESSARY AND REQUIRED SOURCES OF POWER AND TEMPORARY WIRING.
REMOVE ALL CONDUIT AND WIRING OF EQUIPMENT BEING REMOVED AND/OR
ABANDONED BACK TO SOURCE. REMOVE ALL LOW-VOLTAGE CABLES NOT BEING
REUSED.
21. SEE DEMOLITION DRAWINGS OF OTHER TRADES. THIS CONTRACTOR IS RESPONSIBLE
FOR DISCONNECTION, REMOVAL AND RE-ROUTING OF EXISTING ELECTRICAL WORK.
22. ALL NEW CIRCUIT BREAKERS BEING INSTALLED IN EXISTING PANELS SHALL MATCH
EXISTING BREAKERS INCLUDING AIC RATINGS.
GENERAL RENOVATION/DEMOLITION NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
ELECTRICAL SYMBOLS,
ABBREVIATIONS AND
NOTES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
EL
10/04/2023
220025.00 C2023-15
G - ELECTRICAL SHEET LIST
SHEET
NUMBER SHEET NAME
PROGRESS
PRINT DATE
REVISION
CURRENT DESCRIPTION DATE
EL ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES
ESD1.0 ELECTRICAL SITE PLAN - DEMO
ES1.0 ELECTRICAL SITE PLAN - NEW
E1.1 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL
E1.1a FIRST FLOOR REFLECTED CEILING PLAN A - SE QUAD
E1.1b FIRST FLOOR REFLECTED CEILING PLAN B - NE QUAD
E1.1c FIRST FLOOR REFLECTED CEILING PLAN C - NW QUAD
E1.1d FIRST FLOOR REFLECTED CEILING PLAN D - SW QUAD
E1.2 MEZZANINE REFLECTED CEILING PLAN - OVERALL
E1.2a MEZZANINE REFLECTED CEILING PLAN A - SE QUAD
E1.2b MEZZANINE REFLECTED CEILING PLAN B - NE QUAD
E1.2c MEZZANINE REFLECTED CEILING PLAN C - NW QUAD
E1.2d MEZZANINE REFLECTED CEILING PLAN D - SW QUAD
E2.1 FIRST FLOOR POWER AND SYSTEMS PLAN - OVERALL
E2.1a FIRST FLOOR POWER AND SYSTEMS PLAN A - SE QUAD
E2.1b FIRST FLOOR POWER AND SYSTEMS PLAN B - NE QUAD
E2.1c FIRST FLOOR POWER AND SYSTEMS PLAN C - NW QUAD
E2.1d FIRST FLOOR POWER AND SYSTEMS PLAN D - SW QUAD
E2.2a MEZZANINE POWER AND SYSTEMS PLAN A - SE QUAD
E2.2b MEZZANINE POWER AND SYSTEMS PLAN B - SW QUAD
E2.3 ROOF POWER AND SYSTEMS PLAN - OVERALL
E2.3a ROOF POWER AND SYSTEMS PLAN A - SE QUAD
E2.3b ROOF POWER AND SYSTEMS PLAN B - NE QUAD
E2.3c ROOF POWER AND SYSTEMS PLAN C - NW QUAD
E2.3d ROOF POWER AND SYSTEMS PLAN D - SW QUAD
E2.4 FIRST FLOOR POWER AND LIGHTING - ADD ALT 1, ALT 2, ALT 3
E5.0 LIGHTING SCHEDULES
E5.1 ELECTRICAL SCHEDULES
E5.2 ELECTRICAL SCHEDULES
E5.3 ELECTRICAL SCHEDULES
E5.4 ELECTRICAL SCHEDULES
E5.5 ELECTRICAL SCHEDULES
E5.6 ELECTRICAL SCHEDULES
E6.1 POWER DETAILS
E6.2 POWER DETAILS
E6.3 ELECTRICAL DETAILS
E7.1 TELECOMMUNICATIONS RISER DIAGRAM
E7.2 MATRIX
E7.3 CARD ACCESS
E7.4 CAMERA SCEDULE
E7.5 SYSTEM DETAILS – ELEC. RM 134
E7.6 SYSTEM DETAILS – IT RM 150
E7.7 SYSTEM DETAILS – IT/GEN STORAGE RM 176
E7.8 SYSTEM DETAILS – STORAGE RM 104
E7.9 INTERCOM DETAILS
E8.0 ELECTRICAL RISER DIAGRAM
Grand total: 46
10/13/202310/04/2023
BID DOCUMENT SET
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN1
1
1 1
2
1
1
3
4
4
1
4
ESD1.0
1
1
3
ESD1.0 NTS
2
ESD1.0 NTS
#
4
ESD1.0 NTS
5
ESD1.0 NTS
1 1/32" = 1'-0"
ELECTRICAL SITE PLAN - DEMO
ELECTRICAL SITE PLAN +
DEMO
ESD1.0
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
10/04/2023
220025.00 C2023-15
10/13/202310/04/2023
BID DOCUMENT SET
4
ES1.0 NTS
2
ES1.0 NTS
3
ES1.0 NTS
#SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN8
8
8
8
9
3
10
7
7
10
10
7
10
7
7
7
7
6
6
6
4
3
5
1 1/32" = 1'-0"
ELECTRICAL SITE PLAN - NEW
ELECTRICAL SITE PLAN -
NEW
ES1.0
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
10/04/2023
220025.00 C2023-15
10/13/202310/04/2023
BID DOCUMENT SET
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV LV
LVLV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV
LV LV
MENS
119
MULTI-USE
CONVENTION
SPACE
156
MULTI-USE
CONVENTION
SPACE
156
ELECTRIC
157
STORAGE
158
WARMING ROOM
159
LOADING/RECEIVING/STORAGE
160
?
?
?
?
MEN'S
166
F.S. STORAGE
175
WOMEN'S
165
GENERAL
BUILDING
STORAGE
167
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
ICE RINK
CIRCULATION
135
Y.H. STORAGE
137
WET TEAM ROOM
#1
138
WET TEAM RR
139
WET TEAM ROOM
#2
140
UNISEX TLT
141 YH COACH
143J.C.
142
REFEREE
145
REFEREE RR
146
TEAM ROOM 1
147
TEAM ROOM 2
148
TEAM ROOM 3
149
IT
150
GEN STORAGE
153
PASSAGE
144
MAIN COACH
133
ELEC
134
MAIN TEAM
ROOM
132
MAIN TEAM
ROOM
132
LAUNDRY
131
TRAINING
129
UNISEX TLT
128
PASSAGE
130
TEAM ROOM 4
127
TEAM ROOM 5
126
WET TEAM ROOM
3
125
WET TEAM RR
124
WET TEAM ROOM
4
123
?
?
MEN'S
121
?
?
ICE ARENA
LOBBY
117
?
?
J.C.
114
ELEV
152
MAIN LOBBY
101
VESTIBULE
100
CHECK-IN/RENTAL
107
SKATE RENTAL
108
OFFICE
111
?
?
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
FIRST AID
105
MULTI-PURPOSE
AREA
154
MERCYHEALTH
ARENA
136
LOBBY / LINK
155
OFFICE
110
BREAKROOM
109
MALL
CONNECTION
164
A B E F G H J K M P QCDN
1
2
3
4
5
6
7
F.3 F.9 G.8 L.6 M.4
9
LD18E LD18ELD18ELD18 LD18
LD8E LD8E LD8ELD8 LD8
LCPA-1
CKT#
400W/120W EM
LCPA-2
CKT#
1000W/120W EM
LCPA-#
CKT#
#W/#W EM
EA EA8
L M.3
5.8
12
AV CLOSET
157 (A)
LOBBY / LINK
155
ELECTRICAL
169
MECHANICAL
168
METER/RISER
179
F.4 F.6 L.4 L.8
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
FIRST FLOOR REFLECTED
CEILING PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.1
10/04/2023
220025.00 C2023-151/16" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN -OVERALL
10/13/202310/04/2023
BID DOCUMENT SET
LV
LV
LV
LV
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
ICE RINK
CIRCULATION
135
Y.H. STORAGE
137
WET TEAM ROOM
#1
138
WET TEAM RR
139
WET TEAM ROOM
#2
140
UNISEX TLT
141
YH COACH
143
J.C.
142
MAIN COACH
133
MAIN TEAM
ROOM
132
LAUNDRY
131
TRAINING
129
UNISEX TLT
128
PASSAGE
130
MERCYHEALTH
ARENA
136
FE4 FE4 FE4
FE4 FE4 FE4
FE4FE4 FE4
FE4FE4 FE4
FE4
FE4
FE4
FE4
PASSAGE
144
3
BA
FE4
FE4
FE4
MECHANICAL
168
METER/RISER
179
ELEC
134
3
3
BA BA
BA
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FF4
3
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4FF4
FF4
FF4
FE4
FE4
FE4
FF4
H J K M P QN
1
2
3
G.8 L.6 M.4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
2
E1.1a
TYPICAL
FF4 FF4FF4FF4FF4FF4FF4FF4FE4
FE4
FF4FF4
EE
EE
3
E1.1a
FF4
FF4
FF4
FF4
FF4
FF4
FF4FF4
FF4
FF4
ELECTRICAL
169
FF4
EE
FF4
FF4
3
E1.1a
TYPICAL
3
E1.1a
TYPICAL
4
E1.1a
TYPICAL
FF4
EB
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FF4FF4 4
E1.1aWEF
4
E1.1aWEF
WEW WEW WEW
WEF
4
E1.1a
4
E1.1a
4
E1.1a
4
E1.1a
1
E6.3
L M.3
10
E1.1b
EB
VESTIBULE
171
4
E1.1a
3
E1.1a
10
E1.1a
FF4 10
E1.1a
TYPICAL
SC
5
E1.1a
6
E1.1a
TYPICAL
FE4
CLOSET
133(A)
2
E1.1a
AA
AA
AA
3
E1.1a
L.4 L.8
1
E6.3
A21 A23
NL
A22
FE4
FE4
FE4
FE4 FE4
FE4 FE4
FE4 FE4
FE4 FE4
FE4 FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
1,3
E6.3
1,3
E6.3
EB EBEB
EB
EB
9
E1.1a
9
E1.1a
9
E1.1a
EB
1
E1.1a
A25
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
A34
EB
9
E1.1a
9
E1.1a
CKT# HL3 -6
LCPA-1
CKT# HL3 -8
CKT# LS3 -4
CKT# LS3 -2
CKT# HL3 -3CKT# LS3 -1
CKT# HL3 -4
CKT# LS3 -3
LCPD-3
CKT# LS3 -6
1,3
E6.3
PL
PL
FE4
FF4
FF4FF4 FF4
FF4FF4 FF4
FF4FF4 FF4
FE4 FE4
TYPICAL
EB
9
E1.1a
9
E1.1a
TYP
2
E1.1a
TYPICAL
9
E1.1a
9
E1.1a
##
E1.1a
1. REFER TO SHEETS E1.2a AND E1.2d FOR LIGHTING IN THIS
SPACE.
2. WALL MOUNT APPROXIMATELY 8'-0" AFF TO CENTER OF
FIXTURES; ALL FIXTURES IN THE SAME SPACE SHALL BE
MOUNTED AT THE SAME HEIGHT.
3.TOP OF FIXTURE(S) SHALL BE APPROXIMATELY 9'-0" AFF.
ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED
AT THE SAME HEIGHT.
4.TOP OF FIXTURES SHALL BE APPROXIMATELY 12'-0" AFF;
ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED
AT THE SAME HEIGHT.
5.WALL MOUNT APPROXIMATELY 1'-0" ABOVE TOP OF DOOR
TO CENTER OF FIXTURE.
6.BOTTOM OF FIXTURES SHALL BE 9'-0" AFF. ALL
FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT
THE SAME HEIGHT.
7.NOT USED.
8.BOTTOM OF FIXTURES SHALL BE APPROXIMATELY 2"
ABOVE THE TOP OF THE MIRRORS; ALL FIXTURES IN THE
SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT.
9.PROVIDE THIS EXIT SIGN WITH A WIREGUARD.
10.BOTTOM OF FIXTURES SHALL BE APPROXIMATELY 10'-9"
AFF. ALL FIXTURES IN THE SAME SPACE SHALL BE
MOUNTED AT THE SAME HEIGHT.
PLAN NOTES:
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR REFLECTED
CEILING PLAN A -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.1a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN A -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
LV
LV
LV
LV
MULTI-USE
CONVENTION
SPACE
156
MULTI-USE
CONVENTION
SPACE
156
ELECTRIC
157
STORAGE
158
WARMING ROOM
159
LOADING/RECEIVING/STORAGE
160
MEN'S
166
F.S. STORAGE
175
WOMEN'S
165
MULTI-PURPOSE
AREA
154
FA4
3
3
3
FA4 FA4
FA4
AA
AA AA
AA
AA
AA
AA
AA AA
4
FA4
FA4
FA4
FA4
FA4
FA4
FA4
FA4
4
FE4FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FF4 FF4
LOBBY / LINK
155
A B E F G HCD
1
2
3
F.3 F.9 G.8
GENERAL
BUILDING
STORAGE
167
TEMP STORAGE
174
HOCKEY
STORAGE
173
FE4
FE4
FF4
FF4
EE
FA4
IT/GEN STORAGE
176
3 3
RC
RC
RBRC
RBRC
RC
RB
RB
RB
RB
AV CLOSET
157 (A)
2
E1.1b
TYPICAL
3
E1.1b
TYPICAL
AV CLOSET
167 (B)
3
E1.1b
TYPICAL
EA
MALL
CONNECTION
164
A4
WFW8
E1.1c
RB
RB
WFW4
E1.1b
WFW4
E1.1b
5
E1.1b WEF
EA EA
1,3
E6.3
WEF WEF
5
E1.1b
5
E1.1b
5
E1.1b
RC
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
WEF
5
E1.1b
WEF
1
E6.3
LA8E
LA8E
LA8
LA8
LA8
LA8E
LA8
LA8
LA8
LA8E
RBRB
RBRB
RBRB
10
E1.1b
FA4
FA4
3
33
EE
FA4FA4FA4
FA4
FA4
F.4 F.6
RA
RA
RA
NL
WT2 WT2 WT2 WT2
LE8E
LE8
LE8
LE8
LE8E
LE8
LE8
LE8
LE8
LE8
LE8E
EA
LM20
1
E1.1b
1
E1.1b
1
E1.1b
2
E1.1b
2
E1.1b
2
E1.1b
2
E1.1b
2
E1.1b 2
E1.1b TYP
6
E1.1b TYP
6
E1.1b
TYPICAL
1
E6.3
SB
7
E1.1b
EA
A5
EB
8
E1.1b
8
E1.1b
EB
EB
EB
EB
EB
EB
8
E1.1b
9
E1.1b
9
E1.1c
8
E1.1b
8
E1.1b
TO FIXTS. ABOVE
Cc
TO FIXTS. ABOVE
Cb
A11
A12
A13
A14
A15
A16
A17
A20
Md
Me
Mf
EB
8
E1.1b
A21
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
A34
EB
8
E1.1b
CKT# HL4 -4 CKT# LS4 -1
LCP-2
CKT# HL4 -2 CKT# LS4 -4
CKT# HL4 -1
CKT# LS4 -2
LCPB-1
CKT# HL4 -3 CKT# LS4 -3
LCPC-4
CKT# LS1 -6
FA4 FA42
E1.1b
RB RB
RA
RA
RA
PL
FE4
9
E1.1b
RA RA RA RA RA RA RA RA
WT2RA
RARA RA RA
WT2WT2 WT2 WT2 WT2 WT2
RARARARARA
RARARA
RARA
RA RA
WT2
NL NL
NLNL
NL
SBSBSB SB SB
TYPICAL
LM12 LM12 LM6
LM12 LM12 LM12
NL NL NL LM12
1
E6.3
11
E1.1b
##
E1.1b
1. REFER TO SHEETS 1.2b FOR LIGHTING IN THIS SPACE.
2.TOP OF FIXTURE(S) SHALL BE APPROXIMATELY 9'-0" AFF.
3.TOP OF FIXTURES SHALL LINE UP WITH TOP OF
OVERHEAD GARAGE DOOR OPENING AT
APPROXIMATELY 12'-0" AFF.
4.CENTER OF FIXTURE SHALL BE APPROXIMATELY 18'-4"
AFF.
5.BOTTOM OF FIXTURE SHALL BE APPROXIATELY 13'-2" AFF.
6.BOTTOM OF FIXTURES SHALL BE 2" ABOVE TOP OF
MIRROR.
7.BOTTOM OF FIXTURES SHALL BE APPROXIMATELY 10'-2"
AFF TO LINE UP WITH ADJACENT LIG CEILING.
8.PROVIDE THIS EXIT SIGN WITH A WIREGUARD.
9.BOTTOM OF FIXTURE, WHEN AIMED STRAIGHT TOWARDS
WALL, SHALL LINE UP WITH BOTTOM OF CEILING AT 12'-0"
AFF. AIM FIXTURE DOWNWARDS AS REQUIRED TO
EVENLY ILLUMINATE MURAL.
10.BOTTOM OF FIXTURE SHALL BE APPROXIMATELY 1'-0"
ABOVE TOP OF DOOR.
11.PROVIDE LOCKABLE ENCLOSURE FOR THESE
SWITCHES AND VERIFY MOUNTING LOCATION
WITH OWNER PRIOR TO ROUGH IN.
PLAN NOTES:
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR REFLECTED
CEILING PLAN B -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.1b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN B -NE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
LV
LV
LV
LV
LV
LV
GEN STORAGE
153
ELEV
152
MAIN LOBBY
101
VESTIBULE
100
SKATE RENTAL
108
MENS
106A
MEETING ROOM
(B)
103
STOR
104
FIRST AID
105
LOBBY / LINK
155
AC
MAIN LOBBY
101
MAIN LOBBY
101
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
MEETING ROOM
(A)
102
BREAKROOM
109
ADMIN
112
OFFICE
111
ACAC
OFFICE
110
ACAC
BC BC BC
AA
FA4
FEH4
FEH4
FEH4
MULTI-PURPOSE
AREA
154
MULTI-USE
CONVENTION
SPACE
156
BC BC BC BC
B E F G HCD
4
5
6
7
F.3 F.9 G.8
9
CONCESSIONS
115 (B)
RB
CHECK-IN/RENTAL
107
EA
EA
AA
RC
RC
RC
LD18E LD18
LD8LD8E
EA
BA
BA
A1
RB RB
BC BC
BC BC
BC
BC
BC
BC
BC
BC BC
EA EA
EA
SA SA SA SA SA
SA
SA
SASA
SA SA
SASA
EA
PA3
PA4
PA5
PA3
PA4
PA5
4
E1.1c
La
Lb
PA5
PA4
PA3
PA5
PA4
PA3
SA SASA SA
SA
SA SASA
SA SASA
SA SASA
SA SASA
SA SASA
EA
EA
RC
RB RB
AA
AAAA
AA
AA
SA
SA
EA
Lc
EAA3
8
E1.1c
5
E1.1c
3
E6.3
Ld
Le
5
E1.1c
3
E6.3
FEH4
6
E1.1c
7
E1.1c
RB RB RB RB RB
WFW
WFW
WFW
8
E1.1c
8
E1.1c RB
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
NL
1
E6.3
8
5.8
RB
LA8E
LA8
3
E6.3
NL
NL
3
E6.3
AC AC
F.4 F.6
LD18E LD18ELD18
LD8E LD8ELD8
LE8E
LE8
LE8E
LE8
LE8
LE8
LE8
LA8E
LA8
LA8
LA8E
LM20
EB
EB
9
E1.1b
9
E1.1c
TO FIXTS. ABOVE
Cb
A8
TO FIXTS. ABOVE
EB
9
E1.1c
EB EB
9
E1.1c 9
E1.1c
1
E1.1c
4
E1.1c
3
E6.3
1
E1.1c
A9
A10
A11
A14
A18
Ca
MaMbMcA19 EB
EB
9
E1.1c
9
E1.1c
TO FIXTS.
ABOVE
EE
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
1
E6.3
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
A28
EE
EA
EA
LOCKER ALCOVE
101 (A)
LCPB-13
CKT# HL4 -8
CKT# LS4 -7
CKT# HL1 -1 CKT# LS1 -1
TO SWITCH "Lc"
LCPC-3
CKT# HL1 -7
CKT# LS1 -2
TO SWITCH "Lb"
LCPC-2
CKT# HL1 -6
TO SWITCH "La"
LCPC-1
CKT# HL1 -4
CKT# LS1 -3
TO SWITCH "Ld"
LCPC-2
CKT# HL1 -5
CKT# HL1 -13
LCPC-4
CKT# LS1 -7
CKT# HL1 -2
CKT# LS1 -5
TO SWITCH "Le"
LCPC-3
CKT# HL1 -3
CKT# LS1 -4
RA RA RA
RA
RA
RA
NL
CA
CA CA CA
NL
WOMENS
106B
3
E1.1cEA
RB RB
LW20
RC SABABA
BA
AA
10
E1.1c
WT8
RA RA
NL
WT4
NL
WT2
FAMILY RR
106
11
E1.1c
12
E1.1c
TYPICAL
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:
##
E1.1c
1.REFER TO SHEET E1.2c FOR LIGHTING IN THIS SPACE.
2.BOTTOM OF FIXTURE SHALL BE 3" ABOVE TOP OF
MIRROR.
3.PENDANT MOUNT SUCH THAT TOP OF EXIT SIGN LINES
UP WITH BOTTOM OF CEILING AT 15'-0" AFF; ALL PENDANT
MOUNTING HARDWARE SHALL BE PAINTED TO MATCH
DECK.
4.FIXTURES SHALL BE MOUNTED AT RANDOM
HEIGHTS/LOCATIONS; EXACT CONFIGURATION SHALL
BE VERIFIED BY THE ARCHITECT PRIOR TO
INSTALLATION.
5.BOTTOM OF FIXTURES SHALL LINE UP WITH BOTTOM OF
JOISTS AT APPROXIMATELY 17'-6" AFF; ALL LIKE FIXTURES
SHALL BE MOUNTED AT THE SAME HEIGHT.
6.TOP OF FIXTURE SHALL BE APPROXIMATELY 9'-0" AFF.
7.WALL MOUNT APPROXIMATELY 3'-0" ABOVE PIT FLOOR.
FOR BEST LIGHTING RESULTS AND TO COMPLY WITH THE
ELEVATOR CODE, EXACT MOUNTING
LOCATIONS/ORIENTATIONS SHALL BE FIELD
COORDINATED AND VERIFIED BY THE A/E PRIOR TO
ROUGH IN. WIRE TO FIXTURES AT THE TOP OF THE
ELEVATOR SHAFT.
8.CENTER OF FIXTURE SHALL BE 18'-4" AFF.
9.PROVIDE THIS EXIT SIGN WITH A WIREGUARD.
10.BOTTOM OF FIXTURE, WHEN AIMED STRAIGHT TOWARDS
WALL, SHALL LINE UP WITH BOTTOM OF CEILING AT 12'-0"
AFF. AIM FIXTURE DOWNWARDS AS REQUIRED TO
EVENLY ILLUMINATE MURAL.
11.PROVIDE LOCKABLE ENCLOSURE FOR THESE
SWITCHES AND VERIFY MOUNTING LOCATION
WITH OWNER PRIOR TO ROUGH IN.
12.TOP OF FIXTURES SHALL BE 9'-6" AFF TO LINE UP WITH
GLASS DIVIDER BETWEEN PLAYER'S BENCH AND PUBLIC
PASSAGE WAY.
PLAN NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR REFLECTED
CEILING PLAN C -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.1c
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN C -NW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
SLV
LV
LV
LV
LV
LV
LV
LV
J.C.
142
REFEREE
145
REFEREE RR
146
TEAM ROOM 1
147
TEAM ROOM 2
148
TEAM ROOM 3
149
IT
150
PASSAGE
144
TRAINING
129
UNISEX TLT
128
TEAM ROOM 4
127
TEAM ROOM 5
126
WET TEAM ROOM
3
125
WET TEAM RR
124
WET TEAM ROOM
4
123
MEN'S
121
J.C.
114
PASSAGE
144
ICE RINK
CIRCULATION
151
FE4
FE4 FE4 FE4
FE4FE4
FE4 FE4 FE4
FE4FE4
FE4 FE4 FE4
FE4FE4
FE4 FE4 FE4
FE4FE4
FE4 FE4
FE4
FE4FE4 FE4
FE4FE4 FE4
FE4FE4 FE4
FE4FE4 FE4
FE4FE4 FE4
FE4FE4 FE4
FE4
FE4
AA
BA
FE4FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4FE4FE4FE4 FE4 FE4 FE4
FE4
FE4
FE4
FE4
FE4
FE4
FA4
FEH4
FEH4
FEH4
MERCYHEALTH
ARENA
136
H J K M P QN
5
6
7
G.8 L.6 M.4
9
CONCESSIONS
115 (B)
FE4
FE4
RB RB
ELECTRICAL
113
BA
AA AA
AAAA
AA
AA
AA
AA
AA
AA
BA
BA
BA
SA SA SA SA SA SA SA
SASASASASASASA
SA SA SA SA SA SA SA
SASASASASASASA
SA SASASASASA
SA SA SA SA SA SA
PA3
PA4
PA5
PA2
PA3
PA5
PA3
PA4
PA4
PA2
PA5
PA3
EA
EA
ICE ARENA
LOBBY
117
Lg
Lf
A2
1
E1.1d
TYPICAL
2
E1.1d
TYPICAL
PA4
PA2
PA3
FEH4
6
E1.1c
7
E1.1c
FE4 FE4 FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
NL
EB
EB
AA
FE4
RB
3
E1.1d
WEF
8
L M.3
5.8
12
ICE ARENA
LOBBY
117
FE4
AA
FE4
AA
L.4 L.8
EE
3
E6.3
3
E6.3
FE4 FE4FE4
1,3
E6.3
1,3
E6.3
EB
EB
EB
EB
4
E1.1d
AaAbAcAd TO FIXTS.
ABOVEA24
5
E1.1d
5
E6.6
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
1
E6.3
A38
EE
CKT# HL2 -1
CKT# LS2 -8
TO SWITCH "Lg"
LCPD-2
CKT# HL2 -3
CKT# LS2 -1
CKT# HL2 -5
CKT# LS2 -2
TO SWITCH "Lf"
LCPD-1
CKT# HL2 -4 / LS2- 3
CKT# HL2 -6
CKT# LS2 -4
CKT# HL2 -2 / LS2- 7
LCPB-13
CKT# HL4 -8
CKT# LS4 -7
LCPD-3
CKT# LS1 -8
3
E6.3
CA
RB
CA CA
6
E1.1d
CACACACA
CA CA CA CA CA CA CA CA CA
CA CA CA CA CA CA CA CA CA CARB
RB
CA CA
CA CA
CARB
RB
RB
NL
RB RB RB
NL
NLEA
NL NL
NL
BA
BA
WT16
NL
RB
RB
RB
NL
WT6
WT10
RB
NL
RB
WT2
WT2
7
E1.1d
7
E1.1d
AA
CKT# HL2 -11
CKT# LS2 -4
RB
RB
8
E1.1d
9
E1.1a
9
E1.1a
9
E1.1a
9
E1.1a
5
E1.1d
EB
12
E1.1c
TYPICAL
A37
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:
##
E1.1d
1.FIXTURES SHALL BE MOUNTED AT RANDOM
HEIGHTS/LOCATIONS; EXACT CONFIGURATION
SHALL BE VERIFIED BY THE ARCHITECT PRIOR TO
INSTALLATION.
2.BOTTOM OF FIXTURES SHALL LINE UP WITH
BOTTOM OF JOISTS AT APPROXIMATELY 17'-6"
AFF; ALL LIKE FIXTURES SHALL BE MOUNTED AT
THE SAME HEIGHT.
3.TOP OF FIXTURES SHALL BE APPROXIMATELY
12'-0" AFF.
4.REFER TO SHEETS 1.2a AND 1.2d FOR LIGHTING IN
THIS SPACE.
5.PROVIDE THIS EXIT SIGN WITH A WIREGUARD.
6.PENDANT MOUNT SUCH THAT BOTTOM OF EXIT
SIGN IS 10'-6" AFF; ALL PENDANT MOUNTING
HARDWARE SHALL BE PAINTED TO MATCH
DECK.
7.BOTTOM OF FIXTURE(S) SHALL BE 2" ABOVE TOP
OF MIRROR.
8.PROVIDE LOCKABLE ENCLOSURE FOR THESE
SWITCHES AND VERIFY MOUNTING LOCATION
WITH OWNER PRIOR TO ROUGH IN.
PLAN NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR REFLECTED
CEILING PLAN D -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.1d
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN D -SW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HE
SE SE
LV
LV
LV
LV LV
LV
?
?
A B E F G H J K M P QCDN
1
2
3
4
5
6
7
F.3 F.9 G.8 L.6 M.4
9
8
L M.3
5.8
12
F.4 F.6 L.4 L.8
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
MEZZANINE REFLECTED
CEILING PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.2
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 MEZZANINE REFLECTED CEILING PLAN -OVERALL 10/13/202310/04/2023
BID DOCUMENT SET
LV
LV
LV
LV LV
LV
3
3
3
3
H J K M P QN
1
2
3
G.8 L.6 M.4
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
3
E6.3
1
E1.2a
3
E6.3
1
E1.2a
3
E6.3
1
E1.2a
3
E6.3
1
E1.2a
RA
RA
RA
RA
SPONSOR SUITE
202 PRESS BOX
203
AV CLOSET
210
FF4
FF4
FF4
FF4
FF4
FF4
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
FF4
FF4
FF4
FF4
FF4
FF4
FF4
EB2
L M.3
MERCYHEALTH
ARENA NORTH
SEATING
136 (A)
L.4 L.8
A26
MERCYHEALTH
ARENA SOUTH
SEATING
136 (B)
3
E6.3
3
E6.3
A27
2
E1.2a
FF4 FF4
FF4
2
E1.2a
EB2
LCPA-6
CKT# HL2 -7
CKT# LS2 -5 LCPA-2
CKT# HL2 -8
CKT# LS3 -7
LCPA-3
CKT# HL2 -9
CKT# LS3 -9
LCPA-4
CKT# HL3 -9
CKT# LS3 -5
LCPA-5
CKT# HL3 -10
CKT# LS3 -10
CKT# LS3 -8
LCPA-7
CKT# HL3 -7
HB HB HB HB
HB
RA
RA
RA
RA
FE4
RA
EB
4
E1.2a
2
E1.2a
FF4
EB
FF4
TO FIXTS. BELOW
3
E1.2a
3
E1.2a
TO SWITCH "Aa"
TO SWITCH "Ab"
TO SWITCH "Ac"TO SWITCH "Ad"
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:
##
E1.2a
1. TOP OF TYPE "HB" FIXTURES SHALL ALIGN WITH BOTTOM
OF JOISTS -TYPICAL.
2.PROVIDE THIS EXIT SIGN WITH A WIREGUARD.
3.PROVIDE LOCKABLE ENCLOSURE FOR THESE
SWITCHES AND VERIFY MOUNTING LOCATION WITH
OWNER PRIOR TO ROUGH IN.
4.WALL MOUNT APPROXIMATELY 1'-0" ABOVE TOP OF DOOR
TO BOTTOM OF FIXTURE.
PLAN NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
MEZZANINE REFLECTED
CEILING PLAN A -SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.2a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 MEZZANINE REFLECTED CEILING PLAN A -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
LV
LV
LV
LV
LV
A
B E F G HCD
1
2
3
F.3 F.9 G.8
HB HBHB HB
HB HBHB HB
HB HBHB HB
HB HBHB HB
HB HBHB HB
HB HBHB HB
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA HAHA HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA HAHA HA
3
E6.3
1
E1.2b
3
E6.3
1
E1.2b
3
E6.3
1
E1.2b
3
E6.3
1
E1.2b
3
E6.3
1
E1.2b
F.4 F.6
A26
LCPB-5
CKT# HL4 -5
CKT# LS4 -5
LCPB-4
CKT# HL4 -6
CKT# LS4 -8
LCPB-12
CKT# HL1 -12
CKT# LS4 -6
LCPB-11
CKT# HL1 -17
CKT# LS4 -9
LCPB-10
CKT# HL1 -11
CKT# LS4 -10
EB
2
E1.2a
FF4
TO FIXTS. BELOW
3
E1.2a
TO SWITCH "Cc"
TO SWITCH "Cb"
TO SWITCH "Mc"
TO SWITCH "Md"
TO SWITCH "Me"
TO SWITCH "Mf"
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:
##
E1.2b
1. TOP OF TYPE "HA"/"HB" FIXTURES SHALL ALIGN WITH
BOTTOM OF JOISTS -TYPICAL.
PLAN NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
MEZZANINE REFLECTED
CEILING PLAN B -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.2b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 MEZZANINE REFLECTED CEILING PLAN B -NE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HE
SE SE
LV
LV
LV
LV
A B E F G HCD
4
5
6
7
F.3 F.9 G.8
9
FF4
FEH4
FEH4
PL
FA4
FA4
1
E1.2d
3
E1.2c
4
E1.2c
HB HBHB HB
HB HBHB HB
HB HBHB HB
HB HBHB HB
HB HBHB HB
HB HBHB HB
HA HAHA HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA
HA HAHA HA
3
E6.3
1
E1.2c
8
5.8
F.4 F.6
3
E6.3
1
E1.2c
3
E6.3
1
E1.2c
3
E6.3
1
E1.2c
4
E1.2d
CKT# HL1 -8
LCPB-3
CKT# HL4 -7
CKT# LS4 -5
LCPB-7
CKT# HL1 -9
CKT# LS2 -6
LCPB-8
CKT# HL1 -18
CKT# LS2 -11
CKT# LS2 -12
LCPB-9
CKT# HL1 -10
FEH4
FEH4
TO SWITCH "Ca"
TO SWITCH "Ma"
TO SWITCH "Mb"
TO SWITCH "Mc"
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:
##
E1.2c
1. TOP OF TYPE "HA"/"HB" FIXTURES SHALL ALIGN WITH
BOTTOM OF JOISTS -TYPICAL.
2.NOT USED.
3.WALL MOUNT APPROXIATELY 9'-0" AFF TO CENTER OF
FIXTURE.
4.WALL MOUNT APPROXIMATELY 9'-0" ABOVE PLATFORM
TO CENTER OF FIXTURE.
PLAN NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
MEZZANINE REFLECTED
CEILING PLAN C -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.2c
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 MEZZANINE REFLECTED CEILING PLAN C -NW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
HE
SE SE
3
3
H J K M P QN
5
6
7
G.8 L.6 M.4
9
HB
HB
HB
HB
HB
HB
HB
HB
RA
RA
SPONSOR SUITE
202 PRESS BOX
203
AV CLOSET
210
FF4
FF4
FF4
FF4
FF4
FF4
FF4
HB
HB
HB
HB
HB
HB
HB
HB
FF4
FF4
FF4
FF4
FF4
FF4
FF4
FEH4
FEH4
PL
FA4
FA4
1
E1.2d
3
E1.2c
4
E1.2c
8
L M.3
5.8
12
L.4 L.8
MERCYHEALTH
ARENA NORTH
SEATING
136 (A)
EB 4
E1.2d
MERCYHEALTH
ARENA SOUTH
SEATING
136 (B)
EB4
E1.2d
CKT# HL1 -8
HB HB HB HB
HB
RA
RA
FE4
RA
4
E1.2a
FEH4
FEH4
1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS)
SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES
WIRED TO INVERTERS AS REQUIRED TO
EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS
DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF
THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE
UL924 TRANSFER RELAYS (BOTH DIMMING AND NON-
DIMMING TYPES) AS REQUIRED TO MAINTAIN
CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS
SPECIFICALLY DESIGNATED AS AN "NL" 24HR
NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3.
REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0
FOR ADDITIONAL INVERTER INFORMATION.
2.EACH QUADRANT OF THIS PROJECT INCLUDES AN
INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER
SERVING THE AREA OF INSTALLATION.
3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH
EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND
PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN
FOR THE CIRCUIT DESCRIPTION.
GENERAL NOTES:
##
E1.2a
1.TOP OF FIXTURES SHALL BE APPROXIMATELY 3'-0" FROM
TOP OF ELEVATOR SHAFT. FOR BEST LIGHTING RESULTS
AND TO COMPLY WITH THE ELEVATOR CODE, EXACT
MOUNTING LOCATIONS/ORIENTATIONS SHALL BE FIELD
COORDINATED AND VERIFIED BY THE A/E PRIOR TO
ROUGH IN. WIRE TO FIXTURES/SWITCH IN ELEVATOR PIT.
2.BOTTOM OF FIXTURE SHALL BE APPROXIMATELY 8'-0"
ABOVE MEZZANINE FLOOR LEVEL.
3.BOTTOM OF FIXTURE SHALL BE APPROXIMATELY 8'-0"
ABOVE ROOF LEVEL LANDING.
4.PROVIDE THIS EXIT SIGN WITH A WIREGUARD.
PLAN NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
MEZZANINE REFLECTED
CEILING PLAN D -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E1.2d
10/04/2023
220025.00 C2023-151/8" = 1'-0"1 MEZZANINE REFLECTED CEILING PLAN D -SW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
DN
DN
DN
A B E F G H J K M P QCDN
1
2
3
4
5
6
7
F.3 F.9 G.8 L.6 M.4
9
MER -ROOM # 150TR -ROOM # 104
TR -ROOM # 134TR -ROOM # 176
8
L M.3
5.8
12
DP1
DP3
T-3
LP3(L)
HL3
LS3
MP1T-7
T-2 DP2
LP2(L)
HL2 LS2
LP5
LS1
LP1(L)
HL1
T-5
T-1
HL4
LP4(L)
T-4
DP4
LS4
MSB
MCC
MULTI-USE
CONVENTION
SPACE
156
WARMING ROOM
159
ELECTRIC
157
AV CLOSET
157 (A)
LOADING/RECEIVING/STORAGE
160
MEN'S
166
FAMILY TLT
162
LOBBY / LINK
155
HOCKEY
STORAGE
173
GENERAL
BUILDING
STORAGE
167
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
MERCYHEALTH
ARENA
136
Y.H. STORAGE
137
WET TEAM ROOM
#1
138
WET TEAM ROOM
#2
140
WET TEAM RR
139
PASSAGE
144
YH COACH
143
J.C.
142
UNISEX TLT
141
PASSAGE
144
REFEREE
145
REFEREE RR
146
TEAM ROOM 1
147
TEAM ROOM 2
148
TEAM ROOM 3
149
IT
150
ELEV
152
MEETING ROOM
(B)
103
STOR
104
FIRST AID
105
MENS
106A
SKATE RENTAL
108
ADMIN
112
BREAKROOM
109
OFFICE
111
OFFICE
110
COPY AREA
112 (A)MAIN LOBBY
101
VESTIBULE
100
ICE RINK
CIRCULATION
151
WET TEAM ROOM
4
123
PASSAGE
130
WET TEAM RR
124
WET TEAM ROOM
3
125
TEAM ROOM 5
126
TEAM ROOM 4
127
TRAINING
129
UNISEX TLT
128
LAUNDRY
131
MAIN TEAM
ROOM
132
PASSAGE
130
MAIN COACH
133
CLOSET
133(A)
METER/RISER
179
ELEC
134
ICE ARENA
LOBBY
117
WOMEN'S
165
J.C.
163
TEMP STORAGE
174
F.S. STORAGE
175
IT/GEN STORAGE
176
VESTIBULE
118
CONCESSIONS
115 (B)
BEER SALES
116
J.C.
114
GEN STORAGE
153
VESTIBULE
171
ELECTRICAL
169
MECHANICAL
168
AV CLOSET
167 (B)
CLOSET
172(A)
F.4 F.6 L.4 L.8
STORAGE
158
LP6
T-6
LP1(R)
LP4(R)
LP3(R)
EV
T-8
MEN'S
121
FOOD PREP
115 (A)
CHECK-IN/RENTAL
107
MEETING ROOM
(A)
102
MULTI-PURPOSE
AREA
154
ICE RINK
CIRCULATION
135
STORAGE
135(A)
MALL
CONNECTION
164
ELECTRICAL
113
DRY STORAGE
115 (C)LOCKER ALCOVE101 (A)MULTIPURPOSE
SEATING
154 (A)
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
WOMENS
106B
FAMILY RR
106
WOMENS
122
WELLNESS ROOM
119
FAMILY
RESTROOM
120
LP2(R)
PMS
ELEV
1. UNLESS NOTED OTHERWISE, WIRE ALL NETWORK CABLES TO THEIR
RESPECTIVE ROOM AND/OR CABINET AS SHOWN PER THE
DEMARCATION LINES.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR POWER AND
SYSTEMS PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.1
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN -OVERALL 10/13/202310/04/2023
BID DOCUMENT SET
DN
TV12
TV
S
S
S
TV
S
S
H
S
S
S FSFSTSTS7
H
DF-3
DF-2
GWH-2
CP-2
CP-4
GWH-4
OFV-9
OFV-8
OFV-7
OFCT-7
OFCT-11
OFCT-9
60"
"JT"
15cd
GFCI
15cd
Z1Z2
D1
W1
MCC
96"
HD1
GFCI
EL1
EL2 EL3
EL4 EL5 EL6
EL8EL7
CSB1 CSB2
CSB3 CSB4
HD4
HD2
HD3
ES
DC
E
60cd
30cd
15cd
30cd
30cd
15cd
30cd
30cd
15cd
FACP
EL19 EL18 EL17
MSB
DP3 T-3HL3
GL1
SC1
IR-1
IR-2
IR-3
IR-4
IR-9
GFCI
60"
"JT"
D1
D2
GFCI
W3
CR
60cd
30cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd 15cd 15cd 15cd 15cd 15cd
15cd
15cd
15cd
15cd
15cd
11'-0"
60cd
60cd15cd
15cd
60"
IT30A1
GB
GB
GB
110cd
110cd
RESURFACER/
SHOP
TOOLS/LAUNDRY
170
REFRIGERATION
172
Y.H. STORAGE
137
WET TEAM ROOM
#2
140
UNISEX TLT
141
YH COACH
143
ELEC
134
MAIN COACH
133
MAIN TEAM
ROOM
132
LAUNDRY
131
TRAINING
129
UNISEX TLT
128
J.C.
142
WET TEAM RR
139
ICE RINK
CIRCULATION
135
PASSAGE
130
MECHANICAL
168
STORAGE
135(A)
METER/RISER
179
UH 1
C-1 C-2 C-3
P6
P3
P2
P1
GFCI
GFCI
LP3(L)-6
LP3(L)-3 LP3(L)-3
LP3(L)-4 LP3(L)-4
LP3(L)-5
LP3(L)-9
LP3(L)-9
LP3(L)-23
LP3(L)-24,26
DP3-50,52,54DP3-55,57,59 LP3(L)-6
LP3(L)-9
LP3(L)-6
LP3(L)-11
LP3(L)-12
LP3(L)-11
LP3(L)-12
LP3(L)-12
LP3(L)-13
LP3(L)-14
LP3(L)-15
LP3(L)-12
LP3(L)-11
LP3(L)-12
LP3(L)-18 LP3(L)-16
LP3(L)-17
LP3(L)-18
LP3(L)-18
LP3(L)-18
LP3(L)-22 LP3(L)-56
LP3(L)-55 LP3(L)-55 LP3(L)-55
LP3(L)-57 LP3(L)-58
LP3(L)-59 LP3(L)-60
LP3(L)-56 LP3(L)-43
LP3(L)-43
LP3(L)-43 LP3(L)-45
LP3(L)-46
LP3(L)-48LP3(L)-43LP3(L)-49LP3(L)-51,53
LP3(L)-52,54
LP3(L)-50 LP3(L)-40LP3(L)-42
LP3(L)-42
LP3(L)-42LP3(L)-41LP3(L)-40LP3(L)-34
LP3(L)-40
LP3(L)-39
LP3(L)-36
LP3(L)-37
LP3(L)-36
LP3(L)-38
LP3(L)-29
LP3(L)-30LP3(L)-29LP3(L)-29 LP3(L)-34
LP3(L)-32
LP3(L)-33
LP3(L)-31
LP3(L)-31
LP3(L)-5
LP3(L)-5
LP3(L)-5
LP3(L)-5
LP3(L)-25
LP3(L)-27
LP3(L)-28
LP3(L)-28 LP3(L)-28
LP4(L)-27
LP4(L)-27
LP4(L)-30
LP4(L)-30
LP4(L)-30
LP3(L)-34
LP3(L)-34
LP2(L)-2
LP3(L)-21
H J K M P QN
1
2
3
G.8 L.6 M.4
KY
KY
LP3(L)-1
LP3(L)-2
MP1-18
GWH-5
GWH-6
CP-5
TMV-3
LP3(L)-19
MP1-15
LP3(L)-35
WS-1
BP-1
MP1-19 MP1-26
LP3(L)-44
DP3-20,22,24
OFCT-8
LP3(L)-47
OFV-10
LP3(L)-68
LP3(L)-61 LP3(L)-61 LP3(L)-61 W2WET TEAM ROOM
#1
138
ELECTRICAL
169
AV CLOSET
167 (B)
SBP-3
AV-4AV-3
LP6-20,22,24
L M.3
P4P5P7
MCC-11 MCC-10 MCC-9
MCC-7
MCC-6
MCC-5
MCC-4
MCC-1 MCC-2 MCC-3
LP3(L)
LP4(L)-53LP4(L)-13
LP3(L)-20
FACP
LS3
MP1-27
IR-1
MP1-1
IR-2MP1-2
IR-3
MP1-3
MP1-9
IR-9
MP1-4
IR-4
MP1T-7
L.4 L.8
"JT"
"JT"
"JT"
"JT"
"JT"
"JT"
"JT""JT"
"JT"
E7.5
1
011
012
013
014
015
019
020
018
016
017
48"
+48"
+48"
+48"
+48"
WP/GFCI
LP3(L)-4
WP/GFCI
110cd
+48"
7
E2.1b
EV
LP3(L)-78
OD-1
LP3(L)-79
OD-2
LP3(L)-80
OD-7
T-8
LP3(L)-5
HT-1
LP3(L)-81,83
LP3(R)CLOSET172(A)CLOSET133(A)MERCYHEALTH
ARENA
136
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
VESTIBULE
171
YH COACH
143
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
10
E2.1A
3
E2.1A
3
E2.1A
4
E2.1A
5
E2.1A
WP/GFCI
3
E2.1A
3
E2.1A
1
E2.1A
1
E2.1A
1
E2.1b
4
E2.1b
3
E2.1b
LP3(L)-31
LP3(L)-31
GFCI
GFCI
1
E2.1A
1
E2.1A
9
E2.1A
3
E2.1A
2
E2.1A
11
E2.1A 11
E2.1A
6
E2.1A
LP3(L)-12
C
C
CLP3(L)-9
LP3(L)-9
IPTLP3(L)-8
LP3(L)-6
LP3(L)-6
3
E2.1DLP3(L)-3LP3(L)-3
##
E2.1a
1. PROVIDE NEW CEILING MOUNTED JUNCTION BOXES AND A DEDICATED 120-VOLT, 20A CIRCUIT
FOR NEW ELECTRICALLY CONTROLLED LOCKS ON THESE DOORS. COORDINATE WITH
ARCHITECT FOR FINAL ELECTRICAL REQUIREMENTS.
2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST FOR SCOREBOARD
SUSPENDED FROM JOIST. VERIFY CONNECTION WITH EQUIPMENT SUPPLIER AND FINAL
LOCATION WITH OWNER.
3. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND JUNCTION BOXES. CAP
AND LABEL FOR FUTURE INSTALLATION.
4. LOCATION OF SCOREKEEPER'S BOX. VERIFY ALL CONDUIT RUNS TO THIS LOCATION WITH
OWNER PRIOR TO CONSTRUCTION. FOR BIDDING PURPOSES, ASSUME (4) 2" CONDUIT RUNS
FROM THIS LOCATION TO ADMINISTRATION A102 ROUTE (2) 2" CONDUITS FROM THIS LOCATION
TO EACH SCOREBOARD FOR PA, MUSIC, ETC.
5. POWER AND DATA CONNECTIONS SHALL BE RECESSED INTO THE BACKER BOARDS WITH THE
ACCESS ON THE NON-ICE SIDE OF THE RINK.
6. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION TO SCOREBOARD
CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL LOCATIONS AND ROUTING PRIOR TO
ROUGH-IN.
7. FUTURE POWERED SIGNAGE. COORDINATE FINAL LOCATION WITH OWNER AND ARCHITECT.
COORDINATE POWER REQUIREMENTS WITH SIGN MANUFACTURER(S).
8. WET TEAM ROOM 139. KEY LOCKS TO BE USED TO ENTER ROOM. VIA CARD ACCESS
PROGRAMMING, FIRST KEY ENTRANCE TO ROOM WILL DIS-ENGAGE OPPOSITE TEAM ENTRANCE
DOOR/KEY. ONCE KEY IS REMOVED AND SWITCH BACK TO NORMAL POSITION SYSTEM IS
RESET.
9. PROVIDE/INSTALL (1) WALL MOUNTED NETWORK EQUIPMENT CABINET IN ROOM 133. EQUAL TO
CPI PART # 11901-724. CABINET TO HOUSE LOCAL JETS NETWORK EQUIPMENT. CABINET TO BE
24"H X 18"D X 19" W. CONTRACTOR TO PROVIDE/INSTALL (1) CAT.6 CABLE FROM CABINET IN
ROOM 133 TO D-MARC ROOM #134 FOR NETWORK FEED.
10. APROXIMATE LOCATION OF BDA HEAD END EQUIPMENT RACK. PROVIDE 4'X8', 3/4 INCH FIRE
RATED PLYWOOD BACKING FOR WALL MOUNTED EQUIPMENT. PROVIDE CONDUIT, CABLING AND
CONNECTION FROM BDA SYSTEM TO FIRE ALARM CONTROL PANEL FOR MONITORING OF (6)
BDA ALARMS. COORDINATE REQUIREMENTS WITH SYSTEM INSTALLER AND APPROVED SHOP
DRAWINGS.
11. PROVIDE A 480V, 3 PHASE POWER CORD REEL FOR RESURFACER CHARGING CONNECTION,
HUBBELL HBL501032WM1 OR APPROVED EQUAL. FIELD LOCATE AND MOUNT CORD REEL ABOVE
RESURFACER. PROVIDE ALL MOUNTING HARDWARE AND STRUT NECESSARY TO MOUNT CORD
REEL.PROVIDE AND TERMINATE REQUIRED 30A PLUG AT END OF CABLE REEL, FIELD VERIFY
EXACT REQUIREMENT WITH SELECTED RESURFACER MACHINE MAKE AND MODEL PRIOR TO
ROUGH-IN.
PLAN NOTES:
1. ALL NETWORK OUTLETS LABELED ON THIS SHEET WITH THE
NOMENCLATURE "JT" TO BE WIRED FROM OUTLET TO JETS WALL
MOUNTED CABINET IN ROOM 133.
2. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH
MILLWORK AND CASEWORK.
3. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL
WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP
DRAWINGS PRIOR TO DEVICE ROUGH-IN.
4. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS
FOR COORDINATION OF ELECTRICAL DEVICES.
5. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE
PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED
BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS,
SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL
BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED
MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM
GROUNDING.
6. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR
FEEDERS AND ELECTRICAL EQUIPMENT.
7. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL
TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS.
8. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH
PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION
CABLING.
9. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND
APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
10. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2.
PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY.
COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO
ROUGH-IN.
11. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE
MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL
FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE
INSTALLATION WITH THE MC.
12. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO
PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR
OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS
TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION
ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS
SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK
AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS,
SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY.
13. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER
RESISTANT TYPE, UNLESS NOTED OTHERWISE.
14. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL
HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM
DAMAGE.
15. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT
MULTI-PURPOSE AND WARMING ROOM AREA.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR POWER AND
SYSTEMS PLAN A -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.1a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN A -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
TSFS
2HS
SSSSSS3
4
5
S
S
S
S
S
S
S
I
H
OFCT-1
OFCT-3
OFCT-2
OFV-1
OFV-2
GWH-1 CP-1
OFV-5
HD5
GFCI
EL9
EL10 EL11
EL12 EL13 EL14
EL15 EL16
CSB5 CSB6
CSB7 CSB8
60cd
15cd
15cd
EL23 EL25
T-1
HL1
DP1
DP4T-4HL4
GL4
IR-9
IR-10
IR-11
SC3
15cd
15cd
15cd
15cd
15cd
15cd
15cd
30cd 30cd 30cd30cd
15cd
110cd
IT30A2
110cd110cd
110cd
110cd
110cd
110cd
GB
GB
GB
110cd 110cd
110cd
110cd
110cd
110cd
LOBBY / LINK
155
STORAGE
158
ELECTRIC
157
WARMING ROOM
159
LOADING/RECEIVING/STORAGE
160
FAMILY TLT
162
J.C.
163
MEN'S
166
GENERAL
BUILDING
STORAGE
167WOMEN'S
165
F.S. STORAGE
175
MULTI-PURPOSE
AREA
154
MULTI-USE
CONVENTION
SPACE
156
MALL
CONNECTION
164
LP3(L)-6
LP3(L)-6
LP3(L)-11
LP3(L)-11
LP4(L)-27
LP4(L)-27
LP4(L)-27LP4(L)-27
LP4(L)-27
LP4(L)-14
LP4(L)-27
LP4(L)-27 LP4(L)-27
LP4(L)-30
LP4(L)-32
LP4(L)-34
LP4(L)-35
LP4(L)-30
LP4(L)-29
LP4(L)-31
LP4(L)-29
LP4(L)-35 LP4(L)-35
LP4(L)-39LP4(L)-39LP4(L)-39
LP4(L)-39
LP4(L)-37
LP4(L)-41 LP4(L)-41
LP4(L)-37
LP4(L)-39
LP1(L)-1
LP1(L)-1
LP1(L)-1
LP1(L)-1 LP1(L)-1 LP1(L)-1
LP1(L)-1
LP4(L)-1
LP4(L)-1
LP4(L)-1
LP4(L)-2
LP4(L)-2
LP4(L)-2
LP4(L)-2
LP4(L)-2
LP4(L)-2
LP4(L)-2
LP4(L)-2
LP4(L)-14
LP4(L)-14
LP4(L)-14
LP4(L)-17 LP4(L)-15LP4(L)-16
LP4(L)-19
LP4(L)-24
LP4(L)-22
LP4(L)-30
LP4(L)-30
LP4(L)-30
LP4(L)-20
LP4(L)-25
LP1(L)-7
LP4(L)-42 LP4(L)-42
A B E F G HCD
1
2
3
F.3 F.9 G.8
004
003
006
30cd
30cd
HOCKEY
STORAGE
173
TEMP STORAGE
174
15cd
CR
DC
EL
LP4(L)-5,7,9
LP4(L)-3
LP4(L)-8,10,12
DISP-1
CO-1
REF-2
IT/GEN STORAGE
176
60"
LP4(L)-6
LP4(L)-4
LP4(L)-11
LP3(L)-1
GWH-5
MP1-17
OFV-3
LP4(L)-21
LP4(L)-23
OFV-4
DF-1
OFCT-4
OFCT-5
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
GFCI
LP4(L)-18
LP4(L)-18
LP4(L)-28
LP4(L)-28 LP4(L)-28
LP4(L)-29
LP1(L)-41
LP1(L)-41
LP1(L)-41
AV CLOSET
167 (B)
AV CLOSET
157 (A)
SC5
SC6
ST1
K
K
PW-2
K
K
PW-1
KK
SBP-2
SBP-1
RSP-1 RSP-2
SBP-3
SBP-4
PRS-1
PRJ-1
PRS-2
PRJ-2
ST2
ST4
AV-2AV-1
AV-4AV-3
STG-1-1
STG-2-1
STG-4-1
LP6-26,28
LP5-4,6,8
LP1(L)-2 LP6-19,21,23LP1(L)-3
LP6-13,15,17
LP1(L)-10
LP6-8,10,12
LP5-58,60
LP1(L)-5
LP5-16,18,20
LP1(L)-8
LP6-25,27,29
LP6-20,22,24
LP4(L)-72
LP5-5,7,9
LP6-14,16,18
LP1(L)-6
LP5-13,15,17 LP5-10,12,14LP4(L)LP1(L)
LP5
LP4(L)-53LP4(L)-13
LP1(L)-44LP1(L)-39
LS1
LS4
MP1-11
IR-11
MP1-10
IR-10
MP1-9
IR-9
T-5
LP4(L)-33
REF-5
LP4(L)-38
REF-6
LP4(L)-73,75
MW/OVEN-1 OVN-4
LP4(L)-40
F.4 F.6
E7.7
1
001
002
007
008
009
010
005
017
+48"
+48"
6
E2.1b
+48"
+48"+48"
+48"
+48"
LP1(L)-49
HD23HD24
LP1(L)-51
HD25
LP1(L)-54
LP1(L)-53
GFCIGFCILP1(L)-53
GFCI GFCI
LP1(L)-53LP1(L)-53
HD29
HD30
HD31
LP1(L)-58
LP1(L)-55
LP1(L)-56
LP6
7
E2.1b
7
E2.1b
7
E2.1b
7
E2.1b
MBH-3
LP5-56
LP5-52
MS2
MBH-4
LP5-57
6
E2.1b
6
E2.1b
MBH-5
LP5-56
MBH-6
LP5-57
MS3
LP5-54
MS4
LP5-55
LP5-3
T-6
LP5-21
LP3(L)-79
OD-2
LP4(L)-74
OD-3
OD-4
LP4(L)-76
LP4(L)-78
OD-5
30cd
HD37LP1(L)-66HD38LP1(L)-64DS
LP1(R)LP4(R)MULTIPURPOSE
AREA
CIRCULATION
154 (B)
GFCI
GFCI
GFCI
GFCI
48"
AFFLP4(L)-36
48"
AFF
48"
AFF
48"
AFF
48"
AFF
MULTIPURPOSE
AREA
CIRCULATION
154 (B)
8
E2.1b
1
E2.1b
2
E2.1b
1
E2.1b
4
E2.1b
3
E2.1b5
E2.1b
1
E2.1b
2
E2.1b
7
E2.1b
LP3(L)-6
LP3(L)-6
5
E2.1c
##
E2.1b
1. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND
JUNCTION BOXES. CAP AND LABEL FOR FUTURE INSTALLATION.
2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST
FOR SCOREBOARD SUSPENDED FROM JOIST. VERIFY CONNECTION WITH
EQUIPMENT SUPPLIER AND FINAL LOCATION WITH OWNER.
3. LOCATION OF SCOREKEEPER'S BOX. VERIFY ALL CONDUIT RUNS TO THIS
LOCATION WITH OWNER PRIOR TO CONSTRUCTION. FOR BIDDING
PURPOSES, ASSUME (4) 2" CONDUIT RUNS FROM THIS LOCATION TO
ADMINISTRATION A102 ROUTE (2) 2" CONDUITS FROM THIS LOCATION TO
EACH SCOREBOARD FOR PA, MUSIC, ETC.
4. POWER AND DATA CONNECTIONS SHALL BE RECESSED INTO THE BACKER
BOARDS WITH THE ACCESS ON THE NON-ICE SIDE OF THE RINK.
5. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION
TO SCOREBOARD CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL
LOCATIONS AND ROUTING PRIOR TO ROUGH-IN.
6. LOCATION OF BACKBOARD, WINDOW SHADES AND ROOM DIVIDER
SWITCHES. LOCATE SWITCHES IN A RECESSED ENCLOSURE WITH A KEYED
HINGED DOOR. ALL SWITCHES TO BE LABELED WITH EQUIPMENT BEING
SERVED AND CIRCUIT NUMBER. PROVIDE (4) SETS OF KEYS AND TURN OVER
TO OWNER. COORDINATE ROUGH-IN LOCATIONS WITH VENDORS.
7. PROVIDE A HEAVY DUTY 60A, 3PH DISCONNECT SWITCH WITH A COUPLED
THREE PHASE RECEPTACLE INTERLOCKED TO HANDLE MECHANISM, EATON
DH362UD5WRK OR APPROVED EQUAL.
8. APPROXIMATE LOCATION OF BI-DIRECTIONAL ANTENNA (BDA) SYSTEM
ROOF PENETRATION. PROVIDE A 2" ROOF PENETRATION WITH
WEATHERHEAD SEAL AND CAP. COORDINATE FINAL LOCATION WITH BDA
SYSTEM INSTALLER PRIOR TO ROUGH-IN.
9. FOOD SERVICE EQUIPMENT LOCATED IN WARMING ROOM SHOWN FOR
REFERENCE ONLY. REFER TO FOOD SERVICE ELECTRICAL PLANS,
SPECIFICATIONS, AND APPROVED SHOP DRAWINGS FOR FINAL
REQUIREMENTS. UNLESS OTHERWISE SPECIFIED, EC TO PROVIDE ALL LINE
DISCONNECTS, CONDUIT, WIRING, BOXES, SWITCHES, FACEPLATES,
BRACKETS, 208V CORDS, PLUGS AND RECEPTACLES AS NECESSARY FOR A
COMPLETE INSTALLATION. COORDINATE EXACT LOCATIONS AND
ELECTRICAL REQUIREMENTS WITH THE FOOD SERVICE CONTRACTOR PRIOR
TO ROUGH-IN.
PLAN NOTES:
1. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH
MILLWORK AND CASEWORK.
2. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL
WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP
DRAWINGS PRIOR TO DEVICE ROUGH-IN.
3. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS
FOR COORDINATION OF ELECTRICAL DEVICES.
4. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE
PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED
BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS,
SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL
BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED
MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM
GROUNDING.
5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR
FEEDERS AND ELECTRICAL EQUIPMENT.
6. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL
TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS.
7. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH
PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION
CABLING.
8. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND
APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
9. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2.
PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY.
COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO
ROUGH-IN.
10. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE
MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL
FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE
INSTALLATION WITH THE MC.
11. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO
PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR
OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS
TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION
ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS
SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK
AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS,
SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY.
12. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER
RESISTANT TYPE, UNLESS NOTED OTHERWISE.
13. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL
HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM
DAMAGE.
14. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT
MULTI-PURPOSE AND WARMING ROOM AREA.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR POWER AND
SYSTEMS PLAN B -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.1b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN B -NE QUAD
2
10/13/202310/04/2023
BID DOCUMENT SET
DN
TVSS SSSSSSSSTV TVTVS HE
SE
SE
SE
6
S S
S
S
S
S
TV
TVTVTV TVI
I
S
CHECK-IN/RENTAL
107
240 SF
DF-4
REF-1
MW-1
COF-1
ELC-1
OFV-6
OFCT-6
EL15 EL16
CSB7 CSB8
HD17
EL23 EL25
EL26 EL27
EL28
GL3
IR-12
IR-13
IR-14
60cd
60cd
110cd 110cd 110cd
60cd
30cd
15cd
75cd
15cd
15cd
15cd
15cd
15cd
15cd
45cd
45cd
44" 44"
44"
60"
44"
HD18
SC4
44"
SD1
SD2
110cd 110cd
110cd110cd
15cd
15cd 110cd
110cd
110cd
110cd
15cd
PMS15cd5
E2.1c
6
E2.1c
7
E2.1c
CMMMCMCM4
E2.1c
CONCESSIONS
115 (B)
OFFICE
111
SKATE RENTAL
108
VESTIBULE
100
MAIN LOBBY
101
MEETING ROOM
(A)
102
MEETING ROOM
(B)
103
STOR
104
FIRST AID
105
LOBBY / LINK
155
GEN STORAGE
153
ELEV
152
BREAKROOM
109
OFFICE
110
ADMIN
112
CPY
1
LP4(L)-39
LP4(L)-41 LP4(L)-41
LP4(L)-39 LP4(L)-30
MULTI-USE
CONVENTION
SPACE
156
MULTI-PURPOSE
AREA
154
MAIN LOBBY
101
LP1(L)-7
LP1(L)-7
LP1(L)-7
LP4(L)-1
LP1(L)-7 LP1(L)-11 LP1(L)-16
LP1(L)-13
LP4(L)-42 LP4(L)-42
LP4(L)-44
LP4(L)-44
LP4(L)-45
LP4(L)-46LP4(L)-30
LP4(L)-30
LP4(L)-30
LP4(L)-30
LP4(L)-44
LP1(L)-18
LP1(L)-15
LP4(L)-1
LP1(L)-17
LP1(L)-22 LP1(L)-26
LP1(L)-26 LP1(L)-26
LP1(L)-21 LP1(L)-21
LP1(L)-26
LP1(L)-26
LP1(L)-24
LP1(L)-29
LP1(L)-34
LP1(L)-31
LP1(L)-36LP1(L)-21LP1(L)-21LP1(L)-21
LP1(L)-21
LP1(L)-20
LP1(L)-43
LP1(L)-43
LP1(L)-27
LP1(L)-32
LP4(L)-1
LP1(L)-22
LP1(L)-22
LP1(L)-22
LP1(L)-22
LP1(L)-22
LP1(L)-23LP1(L)-23
LP1(L)-28
LP1(L)-23
LP1(L)-23LP1(L)-24
LP1(L)-24
LP1(L)-24LP1(L)-24
LP1(L)-24
LP1(L)-26
LP1(L)-21
LP1(L)-35
LP1(L)-35
LP1(L)-35
LP1(L)-35
LP1(L)-35
LP1(L)-38
LP1(L)-38
LP1(L)-38LP1(L)-33LP1(L)-31
LP1(L)-31
LP2(L)-2
LP2(L)-2
LP2(L)-1
LP1(L)-25
LP1(L)-30
LP1(L)-23
LP4(L)-48
LP2(L)-43
LP2(L)-66,68,70
LP2(L)-10
LP2(L)-10
LP2(L)-10
LP2(L)-46LP2(L)-57
LP2(L)-56
LP2(L)-42
A B E F G HCD
4
5
6
7
F.3 F.9 G.8
9
VAV
1-8
DP2-13,15,17
021
024DCELCR
CR
DC
EL
U/CR-1
U/CR-2
LP1(L)-40 LP1(L)-37
ELC1 ELC2
FRZ-2
POP-1
RC-1
LP2(L)-41
LP2(L)-59,61,63
CO-2
LP2(L)-65
60"
LP5-37
ESP-1
LP4(L)-47
OFCT-18
LP2(L)-45
IT30A3
LP1(L)-26
ELC3
ELC4
COPY AREA
112 (A)
LOCKER ALCOVE
101 (A)
SC7
KK
PW-3 PW-4
K
K
ST2
ST5
ST3PRS-3
PRJ-3
STG-3-1
LP1(L)-10
8
5.8
LP1(L)-14
LP1(L)-42
LP5-23,25,27 LP5-22,24,26
LP1(L)-9
LP5-29,31,33
LP1(L)-45,47
CPY
2
LP1(L)-46
LP1(L)-19
LP1(L)-19
LP4(L)-49
ELL-1
ELV-1
LP4(L)-50,52,54
VAV
1-9
DP1-19,21,23
VAV
1-10DP1-16
VAV
1-11DP1-18
VAV
1-12
DP1-20
VAV
1-13
DP1-8
VAV
1-14
DP1-2,4,6
VAV
1-15
DP1-1
VAV
1-16
DP1-3
VAV
1-17
DP1-5
MP1-14
IR-14
IR-13
MP1-13
IR-12
MP1-12
42"
42"
LP5-30
LP5-30
LP5-30
LP5-32
LP5-32
LP5-39
LP5-39
LP2(L)-3
FRZ-3
LP2(L)-7
C/GFCI
LP5-32
LP5-32
LP5-30
F.4 F.6
E7.8
1
007
008
009
010
017
022
023
025
026
6
E2.1b
8
E2.1c
SBP-5
LP6-1,3,5
9
E2.1c
MS-1
LP1(L)-12
MBH-1
LP1(L)-52
MBH-2
LP1(L)-52
LP5-1
GFCI
GFCI
LP1(L)-22 LP1(L)-21
SBP-6
LP6-7,9,11
SBP-7LP6-2,4,6
9
E2.1c
9
E2.1c
LP1(L)-50
FAAP
MS4
LP5-55
LP1(L)-57
OD-6
15cd
WOMENS
106B
MENS
106A
GFCI
GFCILP1(L)-22
OFCT-19
LP1(L)-59
HD36HD35
LP1(L)-61LP1(L)-62
LP1(L)-48LP1(L)-48
HT-2
LP5-59,61 HT-3
LP5-62,64
MS
MS
FAMILY RR
106
LP1(L)-38
44"
44"
LP5-39
LP5-39
LP5-39
LP5-39
LP5-39
LP5-39
DB
C/GFCI
C/GFCI
15cd
LP5-63
LP5-63 OFCT-20
OFV-21
4
E2.1b
3
E2.1b5
E2.1b
10
E2.1c
1
E2.1c
5
E2.1c
1
E2.1c
1
E2.1c
1
E2.1c
##
E2.1c
1. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND JUNCTION BOXES. CAP
AND LABEL FOR FUTURE INSTALLATION.
2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST FOR SCOREBOARD
SUSPENDED FROM JOIST. VERIFY CONNECTION WITH EQUIPMENT SUPPLIER AND FINAL
LOCATION WITH OWNER.
3. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION TO SCOREBOARD
CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL LOCATIONS AND ROUTING PRIOR TO
ROUGH-IN.
4. ELEVATOR CONTROLLER. COORDINATE FINAL LOCATION WITH ELEVATOR INSTALLER.
5. ELEVATOR FUSIBLE SHUNT TRIP DISCONNECT; BUSSMAN POWER MODULE (PMS) OR APPROVED
EQUAL.
6. PROVIDE CONTROL AND MONITOR MODULES FOR ELEVATOR RECALL AND TO SHUNT-TRIP
POWER TO ELEVATOR AS NECESSARY.
7. PROVIDE MONITOR MODULE TO MONITOR ELEVATOR 120V SHUNT-TRIP POWER.
8. LOCATION OF BACKBOARD, WINDOW SHADES AND ROOM DIVIDER SWITCHES. LOCATE
SWITCHES IN A RECESSED ENCLOSURE WITH A KEYED HINGED DOOR. ALL SWITCHES TO BE
LABELED WITH EQUIPMENT BEING SERVED AND CIRCUIT NUMBER. PROVIDE (4) SETS OF KEYS
AND TURN OVER TO OWNER. COORDINATE ROUGH-IN LOCATIONS WITH VENDORS.
9. PROVIDE A HEAVY DUTY 60A, 3PH DISCONNECT SWITCH WITH A COUPLED THREE PHASE
RECEPTACLE INTERLOCKED TO HANDLE MECHANISM, EATON DH362UD5WRK OR APPROVED
EQUAL.
10. PROVIDE A TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING COMPLYING WITH THE
INTERNATIONAL BUILDING CODE. REFER TO DETAIL 5, SHEET E6.1.
PLAN NOTES:
1. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH
MILLWORK AND CASEWORK.
2. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL
WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP
DRAWINGS PRIOR TO DEVICE ROUGH-IN.
3. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS
FOR COORDINATION OF ELECTRICAL DEVICES.
4. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE
PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED
BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS,
SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL
BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED
MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM
GROUNDING.
5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR
FEEDERS AND ELECTRICAL EQUIPMENT.
6. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL
TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS.
7. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH
PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION
CABLING.
8. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND
APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
9. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2.
PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY.
COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO
ROUGH-IN.
10. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE
MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL
FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE
INSTALLATION WITH THE MC.
11. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO
PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR
OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS
TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION
ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS
SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK
AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS,
SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY.
12. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER
RESISTANT TYPE, UNLESS NOTED OTHERWISE.
13. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL
HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM
DAMAGE.
14. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT
MULTI-PURPOSE AND WARMING ROOM AREA.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR POWER AND
SYSTEMS PLAN C -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.1c
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN C -NW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
DN
TV
SSS
S
SSS
S
HE
SE
SE
SE
S
S
S
S
S
S
SS
S
DF-5
DF-3
DF-2
GWH-2
CP-2
GWH-3
ELC-1
OFV-16
OFV-17
OFV-11
OFV-9
OFV-19
OFCT-17 OFCT-16
OFCT-14
OFCT-15
OFCT-13
OFCT-12
30cd
96"
EL8EL7
CSB3 CSB4
HD3
CR
ES
E DC
15cd
15cd
30cd
30cd
30cd
30cd
30cd
30cd
15cd
15cd
15cd
15cd
75cd
75cd
EL19 EL18 EL17
GFCI
HD10
LP2(L)
T-2
DP2
HL2
EL21EL20
EL22
GL2
IR-5
IR-6IR-8
IR-7
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd
15cd15cd15cd
SC2
11'-0"11'-0"
SD3
IT30A4
IT30A5
60cd
110cd
110cd
110cd
GB
VAV
1-3
110cd
110cd
ELEV
PMS15cd5
E2.1c
6
E2.1c
7
E2.1c
CMMMCMCM4
E2.1c
J.C.
114
CONCESSIONS
115 (B)
BEER SALES
116
ICE ARENA
LOBBY
117
MEN'S
121
TRAINING
129
UNISEX TLT
128
TEAM ROOM 4
127
TEAM ROOM 5
126
WET TEAM ROOM
3
125
WET TEAM RR
124
WET TEAM ROOM
4
123
IT
150
TEAM ROOM 3
149
TEAM ROOM 1
147
TEAM ROOM 2
148
J.C.
142
REFEREE
145
REFEREE RR
146
ICE RINK
CIRCULATION
151
PASSAGE
144
ELEV
152
CP-3
GFCI
LP3(L)-18
LP3(L)-18
LP3(L)-22 LP3(L)-56
LP3(L)-59 LP3(L)-60
LP3(L)-56 LP3(L)-43
LP3(L)-45
LP3(L)-46
LP3(L)-48LP3(L)-43
LP3(L)-34
LP4(L)-30
LP4(L)-30
LP2(L)-2
LP2(L)-2
LP2(L)-2
LP2(L)-2
GFCI
GFCI
DIS-1
DIS-2
LP3(L)-10LP3(L)-62LP3(L)-63
LP3(L)-10
LP3(L)-64LP3(L)-65
LP3(L)-67
LP2(L)-39
LP2(L)-39
LP2(L)-39
LP2(L)-34
LP2(L)-31
LP2(L)-36
LP2(L)-32LP2(L)-33
LP2(L)-37
LP2(L)-38
LP2(L)-35
LP2(L)-1
LP2(L)-51
LP2(L)-52
LP2(L)-55
LP2(L)-55
LP2(L)-4
LP2(L)-4
LP2(L)-5
LP2(L)-4
LP2(L)-4
LP2(L)-4 LP2(L)-26
LP2(L)-27
LP2(L)-25
LP2(L)-14
LP2(L)-19
LP2(L)-20
LP2(L)-25
LP2(L)-13
LP2(L)-6
LP2(L)-29
LP2(L)-30
LP2(L)-28
LP2(L)-6
LP2(L)-23
LP2(L)-72
LP2(L)-15
LP2(L)-17LP2(L)-16
LP2(L)-18
LP2(L)-25
LP2(L)-24
LP2(L)-6
LP2(L)-9LP2(L)-11LP2(L)-12
LP2(L)-8
LP2(L)-9
LP2(L)-9
LP2(L)-6
LP2(L)-9
LP2(L)-9
LP4(L)-48
LP2(L)-42
LP2(L)-43
LP2(L)-66,68,70
LP2(L)-10
LP2(L)-10
LP2(L)-10
LP3(L)-21
LP2(L)-54
LP2(L)-47LP2(L)-49LP2(L)-46LP2(L)-57
LP2(L)-56
LP2(L)-56
LP2(L)-42
H J K M P QN
5
6
7
G.8 L.6 M.4
9
VAV
1-1DP2-1
DP2-3
VAV
1-4
VAV
1-6
VAV
1-7
VAV
1-8
DP2-8,10,12
DP2-14,16,18
DP2-19,21,23
DP2-13,15,17
LP3(L)-66 LP3(L)-66
LP3(L)-66
029
027 030
CR
E EL
DC
KY
KY
FOOD PREP
115 (A)
CR
DC
EL
LP2(L)-42
U/CR-1
U/CR-2 U/CR-3 U/CR-4
U/CR-5LP2(L)-48
LP1(L)-40 LP1(L)-37
ELC1 ELC2
FRZ-2 REF-3
POP-1
RC-1
RC-2
LP2(L)-41
LP2(L)-50
FRZ-1
GRI-1
LP2(L)-53
LP2(L)-58
LP2(L)-58
LP2(L)-59,61,63
CO-2
LP2(L)-60,62,64
LP2(L)-65
LP3(L)-19
MP1-15
LP5-37
ESP-1
LP4(L)-47
LP2(L)-67
LP2(L)-69
OFV-15
OFV-13OFV-12
OFV-18
LP2(L)-40
OFCT-10
OFCT-8
LP3(L)-47
LP2(L)-44
OFV-20
OFV-14OFCT-18
LP2(L)-45
LP2(L)-71
LP2(L)-22
ELECTRICAL
113
LP2(L)-73
MP1-16
HD19
ELC5 ELC6
LP3(L)-61 LP3(L)-61 LP3(L)-61
LOCKER ALCOVE
101 (A)HD11HD13
HD12
HD14 LP2(L)-21HD15
HD16
GFCI
HD20
8
L M.3
5.8
12
LP4(L)-49
ELL-1
ELV-1
LP4(L)-50,52,54
LS2
VESTIBULE
118
VAV
1-5DP2-43
MP1-14
IR-14
MP1-8
IR-8
MP1-7
IR-7
MP1-6IR-6
IR-5
MP1-5
LP2(L)-3
FRZ-3
LP2(L)-7 LP2(L)-7C/GFCI C/GFCI
HD21
LP2(L)-74
HD22
LP2(L)-76
L.4 L.8
E7.6
1
019
020
018
016
017
028
SBP-7
LP6-2,4,6
9
E2.1c
LP2(L)-75LP2(L)-75
LP2(L)-75
GFCIGFCI
GFCI
+48"
+48"+48"LP2(L)-77LP2(L)-77
GFCIGFCI
+48"+48"
LP1(L)-4 LP1(L)-4
LP1(L)-4
LP1(L)-4
LP1(L)-60
LP1(L)-60
LP3(L)-77 LP3(L)-77
15cd
LP2(L)-78HD32
LP2(L)-79
HD33
LP2(L)-82HD39HD34
LP2(L)-80
LP1(L)-48LP1(L)-48
HT-4
LP1(L)-63,65
HT-5LP5-66,68
WELLNESS ROOM
119
FAMILY
RESTROOM
120
HD40
LP2(L)-81
15cd
LP2(R)
MERCYHEALTH
ARENA
136
HD41
LP2(L)-83
YH COACH
143
DRY STORAGE
115 (C)
WOMENS
122
7
E2.1d
4
E2.1A
5
E2.1A
4
E2.1b
3
E2.1b
6
E2.1A
10
E2.1c
1
E2.1c
3
E2.1D
1
E2.1D
1
E2.1D
2
E2.1D4
E2.1D
4
E2.1D
1
E2.1D
1
E2.1D
6
E2.1D
6
E2.1D
5
E2.1D
5
E2.1D
##
E2.1d
1. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND
JUNCTION BOXES. CAP AND LABEL FOR FUTURE INSTALLATION.
2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST
FOR SCOREBOARD SUSPENDED FROM JOIST. VERIFY CONNECTION WITH
EQUIPMENT SUPPLIER AND FINAL LOCATION WITH OWNER.
3. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION
TO SCOREBOARD CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL
LOCATIONS AND ROUTING PRIOR TO ROUGH-IN.
4. FUTURE POWERED SIGNAGE. COORDINATE FINAL LOCATION WITH OWNER
AND ARCHITECT. COORDINATE POWER REQUIREMENTS WITH SIGN
MANUFACTURER(S).
5. PROVIDE NEW CEILING MOUNTED JUNCTION BOXES AND A DEDICATED 120-
VOLT, 20A CIRCUIT FOR NEW ELECTRICALLY CONTROLLED LOCKS ON THESE
DOORS. COORDINATE WITH ARCHITECT FOR FINAL ELECTRICAL
REQUIREMENTS.
6. WET TEAM ROOM 124. KEY LOCKS TO BE USED TO ENTER ROOM. VIA CARD
ACCESS PROGRAMMING, FIRST KEY ENTRANCE TO ROOM WILL DIS-ENGAGE
OPPOSITE TEAM ENTRANCE DOOR/KEY. ONCE KEY IS REMOVED AND
SWITCH BACK TO NORMAL POSITION SYSTEM IS RESET.
7. IF ALTERNATE IS TAKEN, ADJUST CAMERA LOCATION(S) ACCORDINGLY
PLAN NOTES:
1. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH
MILLWORK AND CASEWORK.
2. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL
WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP
DRAWINGS PRIOR TO DEVICE ROUGH-IN.
3. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS
FOR COORDINATION OF ELECTRICAL DEVICES.
4. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE
PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED
BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS,
SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL
BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED
MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM
GROUNDING.
5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR
FEEDERS AND ELECTRICAL EQUIPMENT.
6. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL
TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS.
7. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH
PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION
CABLING.
8. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND
APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
9. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2.
PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY.
COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO
ROUGH-IN.
10. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE
MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL
FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE
INSTALLATION WITH THE MC.
11. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO
PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR
OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS
TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION
ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS
SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK
AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS,
SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY.
12. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER
RESISTANT TYPE, UNLESS NOTED OTHERWISE.
13. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL
HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM
DAMAGE.
14. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT
MULTI-PURPOSE AND WARMING ROOM AREA.
GENERAL NOTES:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
FIRST FLOOR POWER AND
SYSTEMS PLAN D -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.1d
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN D -SW QUAD 10/13/202310/04/2023
BID DOCUMENT SET
TV##
E2.2a
1. COMBINATION RECEPTACLE AND USB POWER STRIP
MOUNTED TO BASE OF DRINK RAIL. EC TO FIELD VERIFY
EXACT REQUIREMENTS PRIOR TO ROUGH-IN. REFER TO
DETAIL 1/E6.3 FOR ADDITIONAL INFORMATION.
PLAN NOTES:
H J K M P QN
1
2
3
G.8 L.6 M.4LM.3L.4 L.8
SPONSOR SUITE
202
PRESS BOX
203
MEZZANINE
201
MERCYHEALTH
ARENA SOUTH
SEATING
136 (B)
MERCYHEALTH
ARENA NORTH
SEATING
136 (A)
CORNER SUITE
205
ADA AND
COMPANION
206
ADA AND
COMPANION
209
AV CLOSET
210
92" AFF.
(TYP.)
1
E2.2a
CKT# LP4(L) -63
LP2(R)-29
LP2(R)-30
U/C
R-6
LP2(R)-29
LP2(R)-29
LP2(R)-29
LP2(R)-29
LP2(R)-29
CKT# LP4(L) -62
CKT# LP4(L) -58
CKT# LP4(L) -59
CKT# LP4(L) -60
CKT# LP4(L) -61
CKT# LP4(L) -26
CKT# LP4(L) -51
CKT# LP4(L) -55
CKT# LP4(L) -56
CKT# LP4(L) -57
CKT# LP3(L) -69
CKT# LP3(L) -70
CKT# LP3(L) -71
CKT# LP3(L) -72
CKT# LP3(L) -73
CKT# LP3(L) -74
CKT# LP3(L) -75
CKT# LP3(L) -76
CKT# LP4(L) -65
CKT# LP4(L) -66
CKT# LP4(L) -67
CKT# LP4(L) -68
LP2(R)-31
LP2(R)-31
CKT# LP3(R) -2
CKT# LP3(R) -3 CKT# LP3(R) -4
CKT# LP3(R) -5
CKT# LP3(R) -6
CKT# LP3(R) -7
CKT# LP3(R) -8
CKT# LP3(R) -9
CKT# LP3(R) -10 CKT# LP3(R) -12
CKT# LP3(R) -13CKT# LP3(R) -11
CKT# LP2(R) -22
AV-6LP2(R)-32
CKT# LP4(L) -64
CKT# LP3(R) -14
CKT# LP3(R) -1
1
E2.2a
1
E2.2a
1
E2.2a
1
E2.2a
1
E2.2a
1
E2.2a
1
E2.2a
1
E2.2a
1
E2.2a
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
MEZZANINE POWER AND
SYSTEMS PLAN A -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.2a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"2 MEZZANINE POWER AND SYSTEMS PLAN A -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
TV##
E2.2b
1. COMBINATION RECEPTACLE AND USB POWER STRIP
MOUNTED TO BASE OF DRINK RAIL. EC TO FIELD VERIFY
EXACT REQUIREMENTS PRIOR TO ROUGH-IN. REFER TO
DETAIL 1/E6.3 FOR ADDITIONAL INFORMATION.
PLAN NOTES:
H J K M P QN
5
6
7
G.8 L.6 M.4
9
8
L M.3
5.8
12
L.4 L.8
ELEV
152
ROOF ACCESS
204
ADA AND
COMPANION
207
CORNER SUITE208AV CLOSET
210
CKT# LP2(R) -26
CKT# LP2(R) -25
CKT# LP2(R) -23CKT# LP2(R) -24
CKT# LP2(R) -28
CKT# LP2(R) -27
LP2(R)-29
LP2(R)-30
U/C
R-6
LP2(R)-29
LP2(R)-29
LP2(R)-29 CKT# LP4(L) -66
CKT# LP4(L) -67
CKT# LP4(L) -68
LP2(R)-31
CKT# LP2(R) -20
CKT# LP2(L) -84
CKT# LP2(R) -19
CKT# LP2(R) -18
CKT# LP2(R) -17
CKT# LP2(R) -16
CKT# LP2(R) -15
CKT# LP2(R) -14
CKT# LP2(R) -13
CKT# LP2(R) -12
CKT# LP2(R) -11
CKT# LP2(R) -1
CKT# LP2(R) -2
CKT# LP2(R) -3
CKT# LP2(R) -4
CKT# LP2(R) -5
CKT# LP2(R) -6
CKT# LP2(R) -7
CKT# LP2(R) -8
CKT# LP2(R) -9
CKT# LP2(R) -10
CKT# LP2(R) -21
CKT# LP2(R) -22
AV-6
LP2(R)-32
1
E2.2a
1
E2.2b
1
E2.2b
1
E2.2b
1
E2.2b
1
E2.2b
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
As indicated
MEZZANINE POWER AND
SYSTEMS PLAN B -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.2b
10/04/2023
220025.00 C2023-151/8" = 1'-0"1 MEZZANINE POWER AND SYSTEMS PLAN B -SW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
A B E F G H J K M P QCDN
1
2
3
4
5
6
7
F.3 F.9 G.8 L.6 M.4
9
8
L M.3
5.8
12
F.4 F.6 L.4 L.8
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
ROOF POWER AND
SYSTEMS PLAN -OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.3
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN -OVERALL
10/13/202310/04/2023
BID DOCUMENT SET
CU 1
F-5 F-6
ERV
4
ERV
1
ERV
5
H J K M P QN
1
2
3
G.8 L.6 M.4
DP2-31,33,35
DP3-14,16,18
MP1-25
DP3-8,10,12
DP3-2,4,6
DP2-32,34,36
L M.3
MP1-28,30
AC
2B
CH-1
MCC-8
RTU
12
DP3-19,21,23
MP1-33
WP/GFCI
MP1-20
WP/GFCI
MP1-33
WP/GFCI
MP1-33
WP/GFCI
WP/GFCIWP/GFCI
MP1-20MP1-20
WP/GFCI
MP1-20
L.4 L.8
MP1-41,43
AC
6B
MP1-48,50
AC
4B
DHU
1
DP3-44,46,48
ERV
6
DP2-37,39,41 NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
ROOF POWER AND
SYSTEMS PLAN A -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.3a
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN A -SE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
RTU
8
RTU
9
RTU
7
F-4
RTU
10
RTU
11
RTU
6
RTU
5
RTU
4
A B E F G HCD
1
2
3
F.3 F.9 G.8
DP1-31,33,35
DP4-1,3,5
DP4-2,4,6
DP3-38,40,42
DP3-13,15,17
MP1-24
DP3-1,3,5DP3-37,39,41
DP3-31,33,35
DHU
2
RTU
12
DP3-19,21,23
DP3-49,51,53
WP/GFCI
MP1-38
MP1-38
WP/GFCI
MP1-38
WP/GFCI
MP1-38
WP/GFCI
MP1-38
WP/GFCIMP1-38
WP/GFCI
MP1-37
WP/GFCI
MP1-37
WP/GFCI
MP1-37
WP/GFCI
MP1-37
WP/GFCI
WP/GFCI
MP1-20
F.4 F.6
AC
5B
MP1-40,42 F-9
DP3-43,45,47
MP1-48,50
AC
4B
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
ROOF POWER AND
SYSTEMS PLAN B -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.3b
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN B -NE QUAD
10/13/202310/04/2023
BID DOCUMENT SET
RTU
4
F-1
RTU
3
RTU
2
RTU
1
AC
1B
A B E F G HCD
4
5
6
7
F.3 F.9 G.8
9
MP1-29,31
MP1-21
DP1-31,33,35
DP4-7,9,11
DP1-7,9,11
DP1-10,12,14
8
5.8
MP1-37
WP/GFCI
MP1-37
WP/GFCI
MP1-37
WP/GFCI
MP1-39
WP/GFCI
MP1-39
WP/GFCI
MP1-39
WP/GFCI
F.4 F.6
AC
3B
MP1-44,46
RTU
13
DP1-34,36,38 NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
ROOF POWER AND
SYSTEMS PLAN C -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.3c
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN C -NW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
F-3
ERV
2
ERV
3
F-2
AC
1B
H J K M P QN
5
6
7
G.8 L.6 M.4
9
MP1-29,31
DP2-25,27,29
DP2-26,28,30
MP1-22
MP1-23
8
L M.3
5.8
12
MP1-39
WP/GFCI
MP1-35
WP/GFCI
WP/GFCI
MP1-35
MP1-35
WP/GFCI
MP1-35
WP/GFCI
L.4 L.8
AC
3B
MP1-44,46
AC
7B
MP1-45,47
ERV
6
DP2-37,39,41
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/8" = 1'-0"
ROOF POWER AND
SYSTEMS PLAN D -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.3d
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN D -SW QUAD
10/13/202310/04/2023
BID DOCUMENT SET
TV
TV
TV
A
B E FCD
4
5
6
7
9
ADD ALT 1
MEETING ROOM
(B)
187
ADD ALT 1 FIRST
AID
190
ADD ALT 1
STORAGE
189
ADD ALT 1
MEETING ROOM
(A)
188
8
5.8
LP5-41
LP5-41 LP5-41
LP5-41
LP5-41
LP5-43
DF-7
LP5-36
LP5-36
60"
AFF
60"
AFF
LP5-2
MBH-3
LP5-2
MBH-4
LP5-44,46,48
PW-5 PW-5
LP5-49,51,53
LP5-50 LP5-50
GFCI GFCI
+48" +48"
LP5-36
GFCI
LP5-50 LP5-50
P QN
5
LOCKER CORE &
SHELL
180A
LP5-35
LP5-35
LP5-35
LP5-35
P QN
5
ADD ALT TEAM
ROOM (C)
184
ADD ALT TEAM
ROOM (B)
182
ADD ALT TEAM
ROOM (A)
181
OFCT-33 OFV-30
LP5-42 LP5-19
LP5-34
LP5-34
LP5-34
LP5-34
LP5-11
LP5-11
LP5-11LP5-11
LP5-11
LP5-28
LP5-28
LP5-28
LP5-28
LP5-28
LP5-28
OFCT-31
OFV-28
OFV-29
OFCT-32
LP5-45
LP5-38
LP5-47
LP5-40
60"
AFF
60"
AFF
60"
AFF
A
B E FCD
4
5
6
7
9
8
5.8
BC AC AC
ACACAC
AC AC AC
AC AC BC
ACACAC
AC AC AC
EA EA
AA AA
AA
SA SA SA SA SA SA
EA
WEF
CKT# EM/LS1-12
LCPB-1
50W EM
1
E6.3
LA8E
LA8
LA8
LA8
LA8E
RARARC
LD8E
LD8
LD8
LD8
LD8
LD8
LD8ERC
RC
LM20
A30
HA HA HA HA
HAHAHAHA
HA HA HA HA
HAHAHAHA
A31A32
A33
EB(w/ WIREGUARD)(w/ WIREGUARD)EB
EB
(w/ WIREGUARD)
WFW
LCPB-63
E6.3
3
E6.3
1
E6.3
P QN
5
AC
ACRA
TO CORR.
FIXTS.
WEF
CKT# EMLS2-10
FE4 FE4 FE4
FE4FE4FE4
FE4 FE4 FE4
FE4
FE4FE4
AC
AC
FE4 FE4 FE4
FE4FE4FE4
FE4 FE4 FE4
FE4 FE4 FE4
FE4
FE4 FE4
FE4 FE4
FE4 FE4
FE4
FE4
FE4 FE4 FE4
FE4FE4FE4
FE4 FE4 FE4
FE4 FE4 FE4
AC AC
TO CORR.
FIXTS.
RA
1,3
E6.3
25W EM
A29
CKT# HL2 -10
P QN
5
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE4
FE43
3
4
4
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
SENE
NW SW
BUILDING DIAGRAM
NOT TO SCALE
1/16" = 1'-0"
FIRST FLOOR POWER AND
LIGHTING -ADD ALT 1, ALT
2, ALT 3
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E2.4
10/04/2023
220025.00 C2023-15
1/16" = 1'-0"1 FIRST FLOOR PLAN -POWER -ADD ALT 1
1/16" = 1'-0"3 FIRST FLOOR PLAN -POWER -ADD ALT 2
1/16" = 1'-0"5 FIRST FLOOR PLAN -POWER -ADD ALT 3
1/16" = 1'-0"2 FIRST FLOOR PLAN -LIGHTING -ADD ALT 1
1/16" = 1'-0"6 FIRST FLOOR PLAN -LIGHTING -ADD ALT 3
1/16" = 1'-0"4 FIRST FLOOR PLAN -LIGHTING -ADD ALT 2
10/13/202310/04/2023
BID DOCUMENT SET
LIGHTING CONTROL PANEL "A" (LCPA) SCHEDULE
CONTROL CIRCUIT XXXX
LCP
CONTACT #
CIRCUIT/CONTRACTOR
CONTROLLED BY LCP
CONTACT
OVERRIDE SWITCH
DESIGNATION
PROPOSED
ON/OFF SCHEDULE
PROGRAM LOAD DESCRIPTION SEE
NOTE
1
2
3
4
5
6
7
SEE DWG 1,2
2,3
A21,A22,A23,A37,A38 CORRIDOR 130/135/144 LTG.
A24,A25,29 ARENA HIGHBAYS
1,2
SEE DWG A27
1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS.
2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION.
THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING
CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY.
LIGHTING CONTROL PANEL NOTES:
TIMECLOCK ON/OFF
SWITCH ON/OFF
SEE DWG
SEE DWG
SEE DWG
SEE DWG
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
ARENA HIGHBAYS
ARENA HIGHBAYS
ARENA HIGHBAYS
1,2
1,2
1,2
1,2
SEE DWG A26
TIMECLOCK ON/OFF
SWITCH ON/OFF ARENA NORTH SEATING LTG.
A24,A25,29
A24,A25,29
A24,A25,29
1,2TIMECLOCK ON/OFF
SWITCH ON/OFF ARENA SOUTH SEATING LTG.
LIGHTING CONTROL PANEL "B" (LCPB) SCHEDULE
CONTROL CIRCUIT XXXX
LCP
CONTACT #
CIRCUIT/CONTRACTOR
CONTROLLED BY LCP
CONTACT
OVERRIDE SWITCH
DESIGNATION
PROPOSED
ON/OFF SCHEDULE
PROGRAM LOAD DESCRIPTION SEE
NOTE
1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS.
2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION.
THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING
CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY.
LIGHTING CONTROL PANEL NOTES:
LIGHTING CONTROL PANEL "C" (LCPC) SCHEDULE
CONTROL CIRCUIT XXXX
LCP
CONTACT #
CIRCUIT/CONTRACTOR
CONTROLLED BY LCP
CONTACT
OVERRIDE SWITCH
DESIGNATION
PROPOSED
ON/OFF SCHEDULE
PROGRAM LOAD DESCRIPTION SEE
NOTE
1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS.
2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION.
THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING
CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY.
3. LOCATE OVERRIDE SWITCH ADACENT TO LIGHTING CONTROL PANEL AND LABEL AS "EXT BLDG LTG NORTH".
LIGHTING CONTROL PANEL NOTES:
LIGHTING CONTROL PANEL "D" (LCPD) SCHEDULE
CONTROL CIRCUIT XXXX
LCP
CONTACT #
CIRCUIT/CONTRACTOR
CONTROLLED BY LCP
CONTACT
OVERRIDE SWITCH
DESIGNATION
PROPOSED
ON/OFF SCHEDULE
PROGRAM LOAD DESCRIPTION SEE
NOTE
1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS.
2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION.
THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING
CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY.
3. LOCATE OVERRIDE SWITCH ADACENT TO LIGHTING CONTROL PANEL AND LABEL AS "EXT BLDG LTG SOUTH".
4. LOCATE OVERRIDE SWITCH ADJACENT TO LIGHTING CONTROL PANEL AND LABEL AS "POLE LTG".
LIGHTING CONTROL PANEL NOTES:
8
9
10
11
12
13
14
15
16
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPACE
SPACE
SPACE
1 SEE DWG A3,A4,A30 LOBBY LINK 155 LTG. 1,2
TIMECLOCK ON/OFF
SWITCH ON/OFF
2 SEE DWG A5 MALL CONNECTION 164 LTG.1,2TIMECLOCK ON/OFF
SWITCH ON/OFF
3
4
5
SEE DWGS A8,A9,A10 CONVENTION 156 LTG. 1,2
SEE DWG A11,A12,A13,A14 1,2
SEE DWG A15,A16,A17 1,2
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
CONVENTION 156 LTG.
CONVENTION 156 LTG.
6 SEE DWG A31,A32,A33 CONVENTION 156 LTG. (ADD ALT.)TIMECLOCK ON/OFF
SWITCH ON/OFF 1,2
7
8
9
10
11
12
SEE DWG A18,A19
SEE DWG A18,A19
SEE DWG A18,A19
A20
A20
A20
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
1,2
1,2
1,2
MULTIPURPOSE 154 LTG.
MULTIPURPOSE 154 LTG.
MULTIPURPOSE 154 LTG.
SEE DWG
SEE DWG
SEE DWG
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
MULTIPURPOSE 154 LTG.
MULTIPURPOSE 154 LTG.
MULTIPURPOSE 154 LTG.
1,2
1,2
1,2
14-20
21-24
SPARE
SPACE
1 SEE DWG A1
TIMECLOCK ON/OFF
SWITCH ON/OFF VEST 100/LOBBY 101 LINEAR LTG 2
2
3
SEE DWG A1 LOBBY 101 PENDANTS
SEE DWG A1 LOBBY 101 CYLINDER DNLTS. 2
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
13 SEE DWG A28,A34
TIMECLOCK ON/OFF
SWITCH ON/OFF MULTIPURPOSE CIRC. LTG. 1,2
5
6
7
8
9
10
11
12
13
14
15
16
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPACE
SPACE
SPACE
SPACE
1
2
SEE DWG A2 LOBBY 117 PENDANTS 2
SEE DWG A2 LOBBY 117 CYLINDER DNLTS. 2
TIMECLOCK ON/OFF
SWITCH ON/OFF
TIMECLOCK ON/OFF
SWITCH ON/OFF
4 SEE DWG
6
7
8
9
10
11
12
13
14
15
16
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPACE
SPACE
SPACE
SPACE
A6 P.C. ON / T.C. OFF
SWITCH ON/OFF EXTERIOR BLDG MOUNTED LTG 2,3
3 SEE DWG A37
P.C. ON / T.C. OFF
SWITCH ON/OFF EXTERIOR BLDG MOUNTED LTG 2,3
4
5
SEE DWGS A7 SIDEWALK POLE FIXTS 4
SEE DWGS A7 PARKING LOT POLE FIXTS 4
P.C. ON / T.C. OFF
SWITCH ON/OFF
P.C. ON / T.C. OFF
SWITCH ON/OFF
ABBREVIATIONS:
EXP
LIG
GYP
VER
EXPOSED STRUCTURE
LAY-IN GRID
GYPSUM BOARD
VERIFY
REC
SURF
PEND
AC
RECESSED
SURFACE
PENDANT
AIRCRAFT CABLE SUSP.
WM
GRD
CONC BASE
MTD
WALL MOUNTED
GROUND
CONCRETE BASE
MOUNTED
STD
SPEC
AR
NA
STANDARD
SPECIAL
AS REQUIRED
NOT APPLICABLE
VAR
LAS
DRV
DDRV
VARIES
LENGTH AS SHOWN
LED DRIVER
LED DIMMABLE DRIVER
OPTIONS/ACCESSORIES CODE LISTING:
1. 0.125" PATTERN 12 ACRYLIC LENS
2. 0.156" PATTERN 19 ACRYLIC LENS
3. FLUSH STEEL DOOR FRAME
4. FLUSH ALUMINUM DOOR FRAME
5. SEMI-SPECULAR REFLECTOR
6. LOW IRIDESCENT REFLECTOR
7. REFLECTOR MATCHING TRIM RING
8. DAMP LOCATION LISTED
9. WET LOCATION LISTED
10. STD. FINISH TO BE SELECTED BY ARCHITECT
11. CUSTOM COLOR
12. FURNISH w / CHAIN HANGERS
13. FURNISH w / STEM/SWIVEL CANOPY
14. FURNISH w / AIRCRAFT CABLE
15. FURNISH w / NEMA HOOK, CORD & PLUG
16. FURNISH w / SAFETY CHAIN
17. FURNISH w / WIREGUARD
18. FURNISH w / AUXILIARY EMERGENCY DRIVER
19. FURNISH w / INTEGRAL PHOTOCELL
20. FURNISH WITH UNIVERSAL ARROWS AND
RED STENCIL FACE
21. FURNISH w / LEAD CALCIUM BATTERY
22. FURNISH w / NICAD BATTERY
23. FURNISH w / SELF DIAGNOSTICS
24. FURNISH w / LED DRIVER, NON-DIMMED
25. FURNISH w / LED DRIVER, STEP-DIMMED
26. FURNISH w / LED DRIVER, DIMMABLE TO 10%
27. FURNISH w / LED DRIVER, DIMMABLE TO 5%
28. FURNISH w / LED DRIVER, DIMMABLE TO 1%
29. FURNISH w / LED DRIVER, DIMMABLE TO 0.1%
30. FURNISH w / PAINT AFTER FABRICATION
LIGHTING FIXTURE SCHEDULE NOTES:
NOTES LF1 - LF18 ARE GENERAL NOTES APPLICABLE TO ENTIRE LIGHTING FIXTURE SCHEDULE
WHERE APPROPRIATE.
LF1 - PROVIDE ALL PAINTED FIXTURES WITH PAINT AFTER FABRICATION.
LF2 - PROVIDE ALL NECESSARY COMPONENTS AND ACCESSORIES FOR A COMPLETE OPERATING
INSTALLATION PER APPLICABLE CODES AND MANUFACTURER'S RECOMMENDATIONS.
LF3 - INCLUDE IN THE BASE BID THE COST FOR FURNISHING, INSTALLING, WIRING AND CONNECTING
FOR A COMPLETE OPERATING INSTALLATION AN ADDITIONAL (6) EXIT FIXTURES OF EACH TYPE
SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE.
LF4 - CONTRACTOR SHALL REVIEW THE ENTIRE LIGHTING FIXTURE SCHEDULE INCLUDING THE
DESCRIPTION AND CATALOG NUMBER. CONTRACTOR SHALL NOTIFY THE A/E OF ANY
DISCREPANCIES PRIOR TO BIDDING.
LF5 - VERIFY ALL FINISHES/COLORS OF FIXTURES WITH A/E PRIOR TO ORDERING.
LF6 - CONTRACTOR SHALL VERIFY THAT THE FIXTURE INSTALLATION TYPE IS COMPATIBLE WITH
CEILING CONSTRUCTION PRIOR TO ORDERING.
LF7 - FIELD VERIFY THE EXACT LOCATIONS OF THE LIGHTING FIXTURES TO AVOID CONFLICT WITH
MECHANICAL EQUIPMENT, DUCTWORK, PIPES, STRUCTURAL MEMBERS, ARCHITECTURAL FEATURES,
ETC. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE A/E PRIOR TO ROUGH IN.
LF8 - IN ALL INSULATED CEILINGS, WALLS, AND WHERE RECESSED FIXTURES PENETRATE THE
BUILDING ENVELOPE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN AIRTIGHT
INSTALLATION AND PROPER CLEARANCES BETWEEN RECESSED FIXTURES AND THE INSULATION.
THIS CAN BE ACCOMPLISHED BY PROPER TENTING OR BOXING-OUT AROUND RECESSED FIXTURES
THAT DO NOT HAVE IC RATINGS, OR REPLACEMENT OF THOSE FIXTURES WITH EQUAL FIXTURES
HAVING PROPER IC AND AIRTIGHT RATINGS. REFER TO THE ARCHITECTURAL PLANS FOR
APPLICABLE AREAS.
LF9 - IN ALL FIRE-RATED CEILINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
THE FIRE RATING. REFER TO ARCHITECTURAL PLANS FOR APPLICABLE AREAS.
LF10 - PROVIDE OCCUPANCY SENSORS AS SHOWN ON THE PLANS. REFER TO THE SPECIFICATIONS
FOR MORE INFORMATION.
LF11 - PROVIDE COMPATIBLE DIMMING SWITCHES PER MANUFACTURER'S RECOMMENDATIONS.
LF12 - FIELD VERIFY THE EXACT LOCATION OF ALL SURFACE MOUNTED FIXTURES TO AVOID
CONFLICT WITH ARCHITECTURAL FEATURES, INCLUDING PAINT/WALL COVERING SCHEMES,
DECORATIVE TRIMS, ETC. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE A/E PRIOR TO
ROUGH IN.
LF13 - PROVIDE (1) EXTRA LED MODULE AND LED DRIVER OF EACH TYPE INDICATED IN LIGHT FIXTURE
SCHEDULE AND TURN OVER TO OWNER. PROVIDE (1) COMPLETE FIXTURE IF MODULE AND/OR DRIVER
CANNOT BE SEPARATED FROM THE FIXTURE.
LF14 - IN ALL PLENUM RATED CEILING CAVITIES PROVIDE PLENUM RATED TROFFERS AND OTHER TYPES OF
LIGHTING FIXTURES IF REQUIRED BY LOCAL CODE(S).
LF15 - IN LOCATIONS OF LIFE SAFETY EGRESS ROUTE, WHERE ONE LIGHT FIXTURE IS EMPLOYED, (2) LED
MODULES AND (2) LED DRIVERS ARE REQUIRED IN THE FIXTURE TO COMPLY TO N.E.C. ARTICLE 700.16
EMERGENCY ILLUMINATION.
LF16 - EXCEPT FOR HAZARDOUS RATED AND BATTERY COMPONENTS OF EMERGENCY FIXTURES, ALL LED
DRIVERS SHALL HAVE A DISCONNECTING MEANS DESCRIBED IN THE NEC. THIS DISCONNECT MUST BE
ACCESSIBLE WITHIN THE FIXTURE AT OR NEAR THE DRIVER.
LF17 - LIGHT FIXTURES SPECIFIED ESTABLISH A LEVEL OF QUALITY WHICH SHALL BE MET BY ALL FIXTURES
PROVIDED. FIXTURES SHALL BE COMPARABLE IN PERFORMANCE, CONSTRUCTION, PHYSICAL APPEARANCE,
FINISH AND FEATURES IN ORDER TO BE CONSIDERED EQUIVALENT. FIXTURES NOT DEEMED "EQUIVALENT"
MAY NOT BE SUBMITTED AS AN "ALTERNATE" OR "SUBSTITUTE" FIXTURE TO THAT WHICH WAS SPECIFIED.
DETERMINATION OF "EQUIVALENCY" SHALL BE THE RESPONSIBILITY OF A/E. THERE SHALL BE NO
ADDITIONAL COST ASSOCIATED WITH REJECTION OF A FIXTURE NOT DEEMED "EQUIVALENT" BY THE A/E.
LF18 - INCLUDE IN THE BASE BID THE COST FOR FURNISHING, INSTALLING, WIRING AND CONNECTING FOR A
COMPLETE OPERATING INSTALLATION AN ADDITIONAL (4) FIXTURES AS SPECIFIED IN THE LIGHTING FIXTURE
SCHEDULE.
LF19 - FIELD VERIFY OUTPUT WITH OWNER IN EACH SPACE THAT THIS FIXTURE IS USED.
LF20 - FIXTURE TO BE MOUNTED IN ARMSTRONG METALWORKS TORSION SPRING CEILING. COORDINATE
WITH CEILING VENDOR AND PROVIDE ALL NECESSARY COMPONENTS AND ACCESSORIES FOR A COMPLETE
AND SOUND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
LF21 - FOR BIDDING PURPOSES, PROVIDE A FIXTURE ALLOWANCE OF THE FOLLOWING FOR EACH FIXTURE.
NOTE THAT ALLOWANCES DO NOT INCLUDE INSTALLATION/WIRING COSTS OR DISTRIBUTOR/CONTRACTOR
MARKUPS.
- TYPE "PA" = $1000 EACH
- TYPE "WT2" = $400 EACH
- TYPE "WT8" = $1200 EACH
LF22 - INCLUDE IN THE BASE BID THE COST FOR FURNISHING, INSTALLING, WIRING AND CONNECTING FOR A
COMPLETE OPERATING INSTALLATION AN ADDITIONAL (24) FIXTURES AS SPECIFIED IN THE LIGHTING FIXTURE
SCHEDULE.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
1/8" = 1'-0"
LIGHTING SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.0
10/04/2023
220025.00 C2023-15
E - LIGHT FIXTURE SCHEDULE
DESIGNATION DESCRIPTION
LED DATA
VOLT RECESS DEPTH
LIGHTING FIXTURE DRIVER
TYPE MTG MTG SURFACE
SEE
NOTETYPE DELIVERED LUMENS KELVIN CRI WATTS MANUFACTURER SERIES OPTIONS/ACC
ESSORIES
AA 2x4 FLAT PANEL TROFFER MODULE 4000/5000/6000 3500 80 55 UNV 1.29" LITHONIA
CPANL/2X4/ALO6/S
WW7/M2 SERIES 26 DDRV REC LIG 19
AC 2x4 ARCHITECTURAL
TROFFER MODULE 4800 3500 80 43 UNV 2.375" LITHONIA
2BLT4/48L/ADSM
SERIES 28 DDRV REC LIG
BA 2x2 FLAT PANEL TROFFER MODULE 2400/3300/4400 3500 80 41 UNV 1.29" LITHONIA
CPANL/2X2/ALO1/S
WW7/M4 SERIES 26 DDRV REC LIG 19
BC 2x2 ARCHITECTURAL
TROFFER MODULE 4800 3500 80 43 UNV 2.375" LITHONIA
2BLT2/48L/ADSM
SERIES 28 DDRV REC LIG
CA 1x4 FLAT PANEL TROFFER MODULE 2400/3300/4400 3500 80 41 UNV 1.29" LITHONIA
CPANL/1X4/ALO1/S
WW7/M4 SERIES 26 DDRV REC LIG 19
EA 1-FACE EDGELIT EXIT SIGN MODULE - - - 5 UNV - LITHONIA EDG/1 SERIES 10 DRV
BACK/E
ND/TOP VER
EB 1-FACE THERMOPLASTIC
EXIT SIGN MODULE - - - 5 UNV - LITHONIA LQM/S/3 SERIES 10 DRV
BACK/E
ND/TOP VER
EB2 2-FACE THERMOPLASTIC
EXIT SIGN, WIREGUARD MODULE - - - 5 UNV - LITHONIA LQM/S/3 SERIES 10 DRV
END/TO
P VER
EE
BATTERY POWERED EMER
LIGHT, DUAL ADJUST
HEADS, LITHIUM
BATT/SELF-DIAG
MODULE (2) 3.3W HEADS - - 6.6 UNV - LITHONIA
ELM4L/LTP/SDRT
SERIES 10,22,23 DRV SURF WALL
FA4 4'L STRIPLIGHT w/
STEMS/SWIVEL CANOPIES MODULE 3000/4000/5000 3500 80 44 UNV - LITHONIA
CSS/L48/AL03/SQ
SERIES 26 DDRV PEND EXP 19
FE4 4'L VAPORTIGHT, SURF.
MOUNTED MODULE 4000 3500 80 24 UNV - LITHONIA
FEM/L48/LPPFL/MD/
GZ10/STSL SERIES 09,26 DDRV SURF VAR
FEH4 4'L VAPORTIGHT, HIGH
OUTPUT MODULE 8000 4000 80 51 UNV - LITHONIA
FEM/L48/LPPCL/MD
/GZ10/STSL SERIES 09,26 DDRV SURF WALL 18
FF4 4'L VAPORTIGHT w/
STEMS/SWIVEL CANOPIES MODULE 3500 3500 80 24 UNV - LITHONIA
FEM/L48/LPPFL/MD/
GZ10/STSL SERIES 09,26 DDRV PEND EXP 22
HA
16"Wx24"L HIGHBAY w/
WIREGUARD,
STEMS/SWIVEL CANOPIES
MODULE 30,000 4000 80 178 UNV - LITHONIA
IBG/30000LM/SEF/A
FL/GNDGZ10/WGX
SERIES
10,28 DDRV PEND EXP
HB
20"Wx48"L HIGHBAY w/
WIREGUARD,
STEMS/SWIVEL CANOPIES
MODULE 72,000 4000 80 426 UNV - LITHONIA
IBG/72000LM/SEF/A
FL/GNDGZ10/WGX
SERIES
10,28 DDRV PEND EXP
LA8 4"APERx8'L RECESSED
DIRECT MODULE 375L/FT 3500 80 26 UNV 5" FOCAL POINT
FSM4L/FL/375LF/L11
SERIES 28 DDRV REC LIG
LA8E 4"APERx8'L RECESSED
DIRECT, EMER CKT MODULE 375L/FT 3500 80 26 UNV 5" FOCAL POINT
FSM4L/FL/375LF/L11
/EC SERIES 28 DDRV REC LIG
LD8 4"APERx8'L RECESSED
DIRECT MODULE 625L/FT 3500 80 52 UNV 5" FOCAL POINT
FSM4L/PD05/625LF/
L11 SERIES
28, CUSTOM
COLOR/FINISH DDRV REC VER 20
LD8E 4"APERx8'L RECESSED
DIRECT, EMER CKT MODULE 625L/FT 3500 80 52 UNV 5" FOCAL POINT
FSM4L/PD05/625LF/
L11/EC SERIES
28, CUSTOM
COLOR/FINISH DDRV REC VER 20
LD18 4"APERx18'L RECESSED
DIRECT MODULE 375L/FT 3500 80 72 UNV 5" FOCAL POINT
FSM4L/PD05/375LF/
L11 SERIES
28, CUSTOM
COLOR/FINISH DDRV REC VER 20
LD18E 4"APERx18'L RECESSED
DIRECT, EMER CKT MODULE 375L/FT 3500 80 72 UNV 5" FOCAL POINT
FSM4L/PD05/375LF/
L11/EC SERIES
28, CUSTOM
COLOR/FINISH DDRV REC VER 20
LE8 4"APERx8'L RECESSED
DIRECT MODULE 275L/FT 3500 80 20 UNV 5" FOCAL POINT
FSM4L/PD05/275LF/
L11 SERIES
28, CUSTOM
COLOR/FINISH DDRV REC VER 20
LE8E 4"APERx8'L RECESSED
DIRECT, EMER CKT MODULE 275L/FT 3500 80 20 UNV 5" FOCAL POINT
FSM4L/PD05/275LF/
L11/EC SERIES
28, CUSTOM
COLOR/FINISH DDRV REC VER 20
LM6 6'L CLG SUSP ADJUST
WALLWASHER MODULE 583L/FT 3500 80 36.6 UNV - VODE
107-WG/6'/CC/IP/A
E/SO SERIES 10,28 DDRV SUSP EXP
LM12 12'L CLG SUSP ADJUST
WALLWASHER MODULE 583L/FT 3500 80 73.2 UNV - VODE
107-WG/12'/CC/IP/
AE/SO SERIES 10,28 DDRV SUSP EXP
LM20 20'L WALL MTD ADJUST
WALLWASHER MODULE 583L/FT 3500 80 122 UNV - VODE
107-WG/20'/WA/18
/IP/AE/SO SERIES 10,28 DDRV SURF WALL
LW20 1.14"Wx20'L SURFACE MTD.
WALLWASHER MODULE 836W/FT 3500 80 132 UNV - VODE
707-Z1/SL/20'/C/SO
/A2 SERIES 28 DDRV SURF LIG
PA2
2'DIA PUCK PENDANT,
STRAIGHT A.C. CABLE
SUSP
MODULE 2700 3500 80 35 UNV - PRUDENTIAL
P3920/LO/FWA/Y/D
1/CA SERIES 10,28 DDRV SUSP EXP
PA3
3'DIA PUCK PENDANT,
STRAIGHT A.C. CABLE
SUSP
MODULE 4900 3500 80 56 UNV - PRUDENTIAL
P3930/LO/FWA/Y/D
1/CA SERIES 10,28 DDRV SUSP EXP
PA4
4'DIA PUCK PENDANT,
STRAIGHT A.C. CABLE
SUSP
MODULE 8100 3500 80 88 UNV - PRUDENTIAL
P3940/LO/FWA/Y/D
1/CA SERIES 10,28 DDRV SUSP EXP
PA5
5'DIA PUCK PENDANT,
STRAIGHT A.C. CABLE
SUSP
MODULE 12,500 3500 80 120 UNV - PRUDENTIAL
P3950/LO/FWA/Y/D
1/CA SERIES 10,28 DDRV SUSP EXP
RA 4"APER RECESSED
DOWNLIGHT MODULE 1500 3500 80 17.5 UNV 4" LITHONIA
LDN4/15/LO4/GZ10
SERIES 10,26 DDRV REC VAR
RB 4"APER RECESSED
DOWNLIGHT MODULE 2000 3500 80 23 UNV 4" LITHONIA LDN4/20/LO4 SERIES 10,28 DDRV REC VAR
RC 2"APER RECESSED
DOWNLIGHT MODULE 750 3500 80 9.7 UNV 5.25" GOTHAM
EV02/07/MWD/UGZ
/NCH SERIES 10,28 DDRV REC VAR
SA 4"APER CYLINDER DNLT w/
STEM/SWIVEL CANOPY MODULE 3000 3500 80 31.2 UNV - GOTHAM
EVO4PC/30/MWD/
GZ1/JBXCC/PCAN4
5 SERIES
10,28 DDRV PEND EXP
SB 4"APER CYLINDER DNLT w/
STEM/SWIVEL CANOPY MODULE 1500 3500 80 13.7 UNV - GOTHAM
EVO4PC/15/MWD/
GZ10/JBXCC/PCAN
45 SERIES
10,28 DDRV PEND EXP
SC 5"DIA SURFACE MOUNT MODULE 650 3500 80 10.2 UNV - LIGHTOLIER S5R SERIES 10 DDRV SURF WALL
WEF EXTERIOR WALL MOUNT,
FWD. THROW DIST.MODULE 3469 4000 80 25 UNV - LITHONIA
WST LED/P2/VF
SERIES 09,10,26 DDRV SURF WALL
WEW EXTERIOR WALL
MOUNT,WIDE DIST.MODULE 3512 4000 80 25 UNV - LITHONIA
WST LED/P2/VW
SERIES 09,10,26 DDRV SURF WALL
WFW EXTERIOR WALL MOUNT,
WIDE DIST.MODULE 6689 4000 80 50 UNV - LITHONIA
WST LED/P3/VW
SERIES 09,10,26 DDRV SURF WALL
WT2 2'L ARCHITECTURAL
WRAPAROUND MODULE 2550 3500 80 20 UNV - PRUDENTIAL
S1-PRO/S0/2'/SAL/Y
/SUR/ND SERIES 10 DRV SURF WALL
WT4 2'L ARCHITECTURAL
WRAPAROUND MODULE 2550 3500 80 20 UNV - PRUDENTIAL
S1-PRO/S0/2'/SAL/Y
/SUR/ND SERIES 10 DRV SURF WALL
WT6 6'L ARCHITECTURAL
WRAPAROUND MODULE 7650 3500 80 60 UNV - PRUDENTIAL
S1-PRO/S0/6'/SAL/Y
/SUR/ND SERIES 10 DRV SURF WALL
WT8 8'L ARCHITECTURAL
WRAPAROUND MODULE 10,200 3500 80 80 UNV - PRUDENTIAL
S1-PRO/S0/8'/SAL/Y
/SUR/ND SERIES 10 DRV SURF WALL
WT10 10'L ARCHITECTURAL
WRAPAROUND MODULE 12,750 3500 80 100 UNV - PRUDENTIAL
S1-PRO/S0/10'/SAL/
Y/SUR/ND SERIES 10 DRV SURF WALL
WT16 16'L ARCHITECTURAL
WRAPAROUND MODULE 20,400 3500 80 160 UNV - PRUDENTIAL
S1-PRO/S0/16'/SAL/
Y/SUR/ND SERIES 10 DRV SURF WALL
10/13/202310/04/2023
BID DOCUMENT SET
1. PROVIDE A DUPLEX RECEPTACLE.
2. PROVIDE A GFI CIRCUIT BREAKER.
3. MOUNT OUTLET 36" AFF.
4. PROVIDE A 3/4" CONDUIT TO MER ROOM FOR ANALOG COMMUNICATIONS LINES.
5. PROVIDE A DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING. LOCATE A DATA OUTLET ADJACENT TO POWER OUTLET.
6. PROVIDE A SINGLE POLE, SINGLE THROW TOGGLE SWITCH ABOVE COUNTER FOR CONTROL AS A DISCONNECTING MEANS.
7. PROVIDE A GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED TO THE ANGLE FLANGE NEAR THE BOTTOM OF THE BACK SIDE OF THE RACK. SEE DETAILS ON SHEETS E7.7, E7.8, E7.9.
8. CONTROL SWITCHES AND INTERNAL WIRING ARE FURNISHED WITH THE SHADE. E.C. SHALL WIRE TO THE SHADE CONTROLLER. PROVIDE LOW VOLTAGE WIRING FROM THE POWER SUPPLY TO THE CONTROL SWITCH(ES). LOW VOLTAGE WIRING SHALL BE SHIELDED CAT5 STRANDED CABLE. VERIFY FINAL REQUIREMENTS
WITH SHADE VENDOR AND APPROVED SHOP DRAWINGS.
9. EC TO PROVIDE A 20A, 120V POWER CONNECTION AND (1) CAT 6 DATA DROP TO PAY LOCKERS. COORDINATE REQUIREMENTS AND TYPE OF CONNECTION WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
10. PROVIDE POWER AND DATA FOR CONNECTION TO PAY LOCKERS. COORDINATE REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
GENERAL NOTES (ALL SCHEDULES):
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
ELECTRICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.1
10/04/2023
220025.00 C2023-15
E - SPECIAL OUTLET SCHEDULE - TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
AV-1 A/V OUTLET 1 AV CLOSET (157-A) LP1(L) 39 30 1 2 10 3/4" 10 X 120 1 1000 1
AV-2 A/V OUTLET 2 AV CLOSET (157-A) LP1(L) 44 30 1 2 10 3/4" 10 X 120 1 1000 1
AV-3 A/V OUTLET 3 AV CLOSET (167-B) LP4(L) 13 30 1 2 10 3/4" 10 X 120 1 1000 1
AV-4 A/V OUTLET 4 AV CLOSET (167-B) LP4(L) 53 30 1 2 10 3/4" 10 X 120 1 1000 1
AV-5 A/V OUTLET 5 AV CLOSET (210) LP4(L) 71 30 1 2 10 3/4" 10 X 120 1 1000 1
AV-6 A/V OUTLET 6 AV CLOSET (210) LP2(R) 32 30 1 2 10 3/4" 10 X 120 1 1000 1
CPY 1 COPIER 1 COPY AREA (112-A) LP1(L) 28 20 1 2 12 1/2" 12 X 120 1 300
CPY 2 COPIER 2 CHECK-IN/RENTAL (107) LP1(L) 46 20 1 2 12 1/2" 12 X 120 1 300
CSB1 CENTER SCORE BOARD 1 MERCYHEALTH ARENA (136) LP3(L) 57 20 1 2 12 1/2" 12 X 120 1 360 1
CSB2 CENTER SCORE BOARD 2 MERCYHEALTH ARENA (136) LP3(L) 58 20 1 2 12 1/2" 12 X 120 1 360 1
CSB3 CENTER SCORE BOARD 3 MERCYHEALTH ARENA (136) LP3(L) 59 20 1 2 12 1/2" 12 X 120 1 360 1
CSB4 CENTER SCORE BOARD 4 MERCYHEALTH ARENA (136) LP3(L) 60 20 1 2 12 1/2" 12 X 120 1 360 1
CSB5 CENTER SCORE BOARD 5 MULTIPURPOSE AREA (154) LP4(L) 37 20 1 2 12 1/2" 12 X 120 1 360 1
CSB6 CENTER SCORE BOARD 6 MULTIPURPOSE AREA (154) LP4(L) 37 20 1 2 12 1/2" 12 X 120 1 360 1
CSB7 CENTER SCORE BOARD 7 MULTIPURPOSE AREA (154) LP4(L) 41 20 1 2 12 1/2" 12 X 120 1 360 1
CSB8 CENTER SCORE BOARD 8 MULTIPURPOSE AREA (154) LP4(L) 41 20 1 2 12 1/2" 12 X 120 1 360 1
D1 CLOTHES DRYER RESURFACER/SHOP (170) LP3(L) 24,26 20 2 2 12 1/2" 12 X 208 1 1330 2,3
D1 CLOTHES DRYER TEAM STR/LDY (129) LP3(L) 51,53 20 2 2 12 1/2" 12 X 208 1 5000 2,3
D2 CLOTHES DRYER 2 TEAM STR/LDY (129) LP3(L) 52,54 20 2 2 12 1/2" 12 X 208 1 5000 2,3
DIS 1 DISPLAY COOLER-1 BEER SALES (116) LP2(L) 51 20 1 2 12 3/4" 12 X 120 1 1020 2
DIS 2 DISPLAY COOLER-2 BEER SALES (116) LP2(L) 52 20 1 2 12 3/4" 12 X 120 1 1020 2
EL1 EVENT LIGHTING 1 MERCYHEALTH ARENA (136) LP3(L) 28 20 1 2 12 1/2" 12 X 120 1 360 4
EL2 EVENT LIGHTING 2 MERCYHEALTH ARENA (136) LP3(L) 28 20 1 2 12 1/2" 12 X 120 1 360 4
EL3 EVENT LIGHTING 3 MERCYHEALTH ARENA (136) LP3(L) 28 20 1 2 12 1/2" 12 X 120 1 360 4
EL3 EVENT LIGHTING 21 MERCYHEALTH ARENA (136) LP3(L) 66 20 1 2 12 1/2" 12 X 120 1 360 4
EL4 EVENT LIGHTING 4 MERCYHEALTH ARENA (136) LP3(L) 55 20 1 2 12 1/2" 12 X 120 1 360 4
EL5 EVENT LIGHTING 5 MERCYHEALTH ARENA (136) LP3(L) 55 20 1 2 12 1/2" 12 X 120 1 360 4
EL6 EVENT LIGHTING 6 MERCYHEALTH ARENA (136) LP3(L) 55 20 1 2 12 1/2" 12 X 120 1 360 4
EL7 EVENT LIGHTING 7 MERCYHEALTH ARENA (136) LP3(L) 56 20 1 2 12 1/2" 12 X 120 1 360 4
EL8 EVENT LIGHTING 8 MERCYHEALTH ARENA (136) LP3(L) 56 20 1 2 12 1/2" 12 X 120 1 360 4
EL9 EVENT LIGHTING 9 MULTIPURPOSE AREA (154) LP4(L) 35 20 1 2 12 1/2" 12 X 120 1 360 4
EL10 EVENT LIGHTING 10 MULTIPURPOSE AREA (154) LP4(L) 35 20 1 2 12 1/2" 12 X 120 1 360 4
EL11 EVENT LIGHTING 11 MULTIPURPOSE AREA (154) LP4(L) 35 20 1 2 12 1/2" 12 X 120 1 360 4
EL12 EVENT LIGHTING 12 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4
EL13 EVENT LIGHTING 13 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4
EL14 EVENT LIGHTING 14 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4
EL15 EVENT LIGHTING 15 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4
EL16 EVENT LIGHTING 16 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4
EL17 EVENT LIGHTING 17 MERCYHEALTH ARENA (136) LP3(L) 61 20 1 2 12 1/2" 12 X 120 1 360 4
EL18 EVENT LIGHTING 18 MERCYHEALTH ARENA (136) LP3(L) 61 20 1 2 12 1/2" 12 X 120 1 360 4
EL19 EVENT LIGHTING 19 MERCYHEALTH ARENA (136) LP3(L) 61 20 1 2 12 1/2" 12 X 120 1 360 4
EL20 EVENT LIGHTING 20 MERCYHEALTH ARENA (136) LP3(L) 66 20 1 2 12 1/2" 12 X 120 1 360 4
EL22 EVENT LIGHTING 22 MERCYHEALTH ARENA (136) LP3(L) 66 20 1 2 12 1/2" 12 X 120 1 360 4
EL23 EVENT LIGHTING 23 MULTIPURPOSE AREA (154) LP4(L) 42 20 1 2 12 1/2" 12 X 120 1 360 4
EL25 EVENT LIGHTING 25 MULTIPURPOSE AREA (154) LP4(L) 42 20 1 2 12 1/2" 12 X 120 1 360 4
EL26 EVENT LIGHTING 26 MULTIPURPOSE AREA (154) LP4(L) 44 20 1 2 12 1/2" 12 X 120 1 360 4
EL27 EVENT LIGHTING 27 MULTIPURPOSE AREA (154) LP4(L) 44 20 1 2 12 1/2" 12 X 120 1 360 4
EL28 EVENT LIGHTING 28 MULTIPURPOSE AREA (154) LP4(L) 44 20 1 2 12 1/2" 12 X 120 1 360 4
ELC1 ELECTRONIC LOCKER 1 LOCKER ALCOVE (101-A) LP1(L) 40 20 1 2 12 1/2" 12 X 120 1 300 9,10
ELC2 ELECTRONIC LOCKER 2 LOCKER ALCOVE (101-A) LP1(L) 37 20 1 2 12 1/2" 12 X 120 1 300 9,10
ELC3 ELECTRONIC LOCKER 3 ADMIN (112) LP1(L) 30 20 1 2 12 1/2" 12 X 120 1 300 9,10
ELC4 ELECTRONIC LOCKER 4 ADMIN (112) LP1(L) 25 20 1 2 12 1/2" 12 X 120 1 300 9,10
ELC5 ELECTRONIC LOCKER 5 REFEREE (145) LP3(L) 63 20 1 2 12 1/2" 12 X 120 1 500 9,10
ELC6 ELECTRONIC LOCKER 6 REFEREE (145) LP3(L) 62 20 1 2 12 1/2" 12 X 120 1 500 9,10
ELC-1 ELEVATOR CONTROL-1 ELEV (152) LP4(L) 47 20 1 2 12 1/2" 12 X 120 1 500 5
ELL-1 ELEVATOR CAB LIGHTS ELEV (152) LP4(L) 49 20 1 2 12 1/2" 12 X 120 1 500 19
EV-1 EV CHARGER 1 PARKING EV 1,3 50 2 3 6 3/4" 10 X 208 3 9600 2
EV-2 EV CHARGER 2 PARKING EV 2,4 50 2 3 6 3/4" 10 X 208 3 9600 2
EV-3 EV CHARGER 3 PARKING EV 5,7 50 2 3 6 3/4" 10 X 208 3 9600 2
EV-4 EV CHARGER 4 PARKING EV 9,11 50 2 3 6 3/4" 10 X 208 3 9600 2
FAAP FAAP VESTIBULE (100) LP1(L) 50 20 1 2 12 1/2" 12 X 120 1 1000 18
FACP FACP ELEC (134) LP3(L) 20 20 1 2 12 1/2" 12 X 120 1 1000 18
GL1 GOAL LIGHT - GL1 ICE RINK CIRC. (135) LP3(L) 25 20 1 2 12 1/2" 12 X 120 1 360
GL2 GOAL LIGHT - GL 2 ICE RINK CIRC. (151) LP2(L) 29 20 1 2 12 1/2" 12 X 120 1 360
GL3 GOAL LIGHT - GL 3 MULTIPURPOSE AREA (154) LP4(L) 45 20 1 2 12 1/2" 12 X 120 1 120
GL4 GOAL LIGHT - GL 4 MULTIPURPOSE AREANA CIRC. (154-B) LP4(L) 34 20 1 2 12 1/2" 12 X 120 1 120
HD1 ELECTRIC HAND DRYER 1 WET TEAM RR (139) LP3(L) 13 20 1 2 12 1/2" 12 X 120 1 1000 2
HD2 ELECTRIC HAND DRYER 2 WOMEN TLT (141) LP3(L) 17 20 1 2 12 1/2" 12 X 120 1 1000 2
HD3 ELECTRIC HAND DRYER 3 WOMEN TLT (128) LP3(L) 48 20 1 2 12 1/2" 12 X 120 1 1000 2
HD4 ELECTRIC HAND DRYER 4 MAIN TEAM ROOM (132) LP3(L) 39 20 1 2 12 1/2" 12 X 120 1 1000 2
HD5 ELECTRIC HAND DRYER 5 TLT (162) LP4(L) 17 20 1 2 12 1/2" 12 X 120 1 1000 2
HD10 ELECTRIC HAND DRYER 10 WET TEAM RR (124) LP2(L) 11 20 1 2 12 1/2" 12 X 120 1 1000 2
HD11 ELECTRIC HAND DRYER 11 WOMEN'S (122) LP2(L) 17 20 1 2 12 1/2" 12 X 120 1 1000 2
HD11 ELECTRIC HAND DRYER 15 MEN (121) LP2(L) 21 20 1 2 12 1/2" 12 X 120 1 1000 2
HD12 ELECTRIC HAND DRYER 12 WOMEN'S (122) LP2(L) 18 20 1 2 12 1/2" 12 X 120 1 1000 2
E - SPECIAL OUTLET SCHEDULE - TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
HD13 ELECTRIC HAND DRYER 13 WOMEN'S (122) LP2(L) 16 20 1 2 12 1/2" 12 X 120 1 1000 2
HD14 ELECTRIC HAND DRYER 14 MEN (121) LP2(L) 20 20 1 2 12 1/2" 12 X 120 1 1000 2
HD16 ELECTRIC HAND DRYER 16 MEN (121) LP2(L) 19 20 1 2 12 1/2" 12 X 120 1 1000 2
HD17 ELECTRIC HAND DRYER 17 TOILETS (106B) LP1(L) 15 20 1 2 12 1/2" 12 X 120 1 180 2
HD18 ELECTRIC HAND DRYER 18 TOILETS (106B) LP1(L) 18 20 1 2 12 1/2" 12 X 120 1 180 2
HD19 ELECTRIC HAND DRYER 19 REFEREE RR (146) LP3(L) 64 20 1 2 12 1/2" 12 X 120 1 1000 2
HD20 ELECTRIC HAND DRYER 20 MEN (121) LP2(L) 27 20 1 2 12 1/2" 12 X 120 1 1000 2
HD21 ELECTRIC HAND DRYER 21 WOMEN'S (122) LP2(L) 74 20 1 2 12 1/2" 12 X 120 1 1000 2
HD22 ELECTRIC HAND DRYER 22 WOMEN'S (122) LP2(L) 76 20 1 2 12 1/2" 12 X 120 1 1000 2
HD23 ELECTRIC HAND DRYER 23 MENS (166) LP1(L) 49 20 1 2 12 1/2" 12 X 120 1 180 2
HD24 ELECTRIC HAND DRYER 24 MENS (166) LP1(L) 51 20 1 2 12 1/2" 12 X 120 1 180 2
HD25 ELECTRIC HAND DRYER 25 MENS (166) LP1(L) 54 20 1 2 12 1/2" 12 X 120 1 180 2
HD29 ELECTRIC HAND DRYER 29 WOMENS (165) LP1(L) 56 20 1 2 12 1/2" 12 X 120 1 180 2
HD30 ELECTRIC HAND DRYER 30 WOMENS (165) LP1(L) 55 20 1 2 12 1/2" 12 X 120 1 180 2
HD31 ELECTRIC HAND DRYER 31 WOMENS (165) LP1(L) 58 20 1 2 12 1/2" 12 X 120 1 180 2
HD32 ELECTRIC HAND DRYER 32 MEN (121) LP2(L) 78 20 1 2 12 1/2" 12 X 120 1 1000 2
HD33 ELECTRIC HAND DRYER 33 FAMILY RESTROOM (120) LP2(L) 79 20 1 2 12 1/2" 12 X 120 1 1000 2
HD34 ELECTRIC HAND DRYER 34 WOMEN'S (122) LP2(L) 80 20 1 2 12 1/2" 12 X 120 1 1000 2
HD35 ELECTRIC HAND DRYER 35 TOILETS (106B) LP1(L) 61 20 1 2 12 1/2" 12 X 120 1 180 2
HD36 ELECTRIC HAND DRYER 36 TOILETS (106B) LP1(L) 62 20 1 2 12 1/2" 12 X 120 1 180 2
HD37 ELECTRIC HAND DRYER 37 WOMENS (165) LP1(L) 66 20 1 2 12 1/2" 12 X 120 1 180 2
HD38 ELECTRIC HAND DRYER 38 WOMENS (165) LP1(L) 64 20 1 2 12 1/2" 12 X 120 1 180 2
HD39 ELECTRIC HAND DRYER 39 MEN (121) LP2(L) 82 20 1 2 12 1/2" 12 X 120 1 1000 2
HD40 ELECTRIC HAND DRYER 40 WOMEN'S (122) LP2(L) 81 20 1 2 12 1/2" 12 X 120 1 1000 2
HD41 ELECTRIC HAND DRYER 41 WOMEN'S (122) LP2(L) 83 20 1 2 12 1/2" 12 X 120 1 1000 2
IT30A1 TELECOM OUTLET - IT30A1 ELEC (134) LP3(L) 33 30 1 2 10 3/4" 10 X 120 1 1000 13
IT30A2 TELECOM OUTLET - IT30A2 IT/GEN STORAGE (176) LP4(L) 31 30 1 2 10 3/4" 10 X 120 1 200 7
IT30A3 TELECOM OUTLET - IT30A3 STOR (104) LP1(L) 16 30 1 2 10 3/4" 10 X 120 1 200 7
IT30A4 TELECOM OUTLET - IT30A4 IT (150) LP2(L) 38 30 1 2 10 3/4" 10 X 120 1 200 7
IT30A5 TELECOM OUTLET - IT30A5 IT (150) LP2(L) 37 30 1 2 10 3/4" 10 X 120 1 200 7
MBH-1 MOTORIZED BASKETBALL HOOP 1 EXTERIOR WINDOWS LP1(L) 52 20 1 2 12 1/2" 12 X 120 1 276 5
MBH-2 MOTORIZED BASKETBALL HOOP 2 EXTERIOR WINDOWS LP1(L) 52 20 1 2 12 1/2" 12 X 120 1 276 5
MBH-3 MOTORIZED BASKETBALL HOOP 3 EXTERIOR WINDOWS LP5 56 20 1 2 12 1/2" 12 X 120 1 276 5
MBH-4 MOTORIZED BASKETBALL HOOP 4 EXTERIOR WINDOWS LP5 57 20 1 2 12 1/2" 12 X 120 1 276 5
MBH-5 MOTORIZED BASKETBALL HOOP 5 EXTERIOR WINDOWS LP5 56 20 1 2 12 1/2" 12 X 120 1 276 5
MBH-6 MOTORIZED BASKETBALL HOOP 6 EXTERIOR WINDOWS LP5 57 20 1 2 12 1/2" 12 X 120 1 276 5
MS1 MOTORIZED SHADE 1 EXTERIOR WINDOWS LP1(L) 12 20 1 2 12 1/2" 12 X 120 1 276 5
MS2 MOTORIZED SHADE 2 EXTERIOR WINDOWS LP5 52 20 1 2 12 1/2"12 X 120 1 276 8
MS3 MOTORIZED SHADE 3 EXTERIOR WINDOWS LP5 54 20 1 2 12 1/2"12 X 120 1 276 8
MS4 MOTORIZED SHADE 4 EXTERIOR WINDOWS LP5 55 20 1 2 12 1/2"12 X 120 1 276 8
PRJ-1 PROJECTOR 1 MULTI - USE CONVENTION SPACE (156) LP6 26,28 20 2 2 12 1/2" 12 X 208 1 1540 5
PRJ-2 PROJECTOR 2 MULTI - USE CONVENTION SPACE (156) LP5 58,60 20 2 2 12 1/2" 12 X 208 1 1540 5
PRJ-3 PROJECTOR 3 MULTI - USE CONVENTION SPACE (156) LP1(L) 45,47 20 2 2 12 1/2" 12 X 208 1 540 5
PRS-1 PROJECTOR SCREEN 1 MULTI - USE CONVENTION SPACE (156) LP1(L) 2 20 1 2 12 1/2" 12 X 120 1 300
PRS-2 PROJECTOR SCREEN 2 MULTI - USE CONVENTION SPACE (156) LP1(L) 5 20 1 2 12 1/2" 12 X 120 1 300
PRS-3 PROJECTOR SCREEN 3 MULTI - USE CONVENTION SPACE (156) LP1(L) 9 20 1 2 12 1/2" 12 X 120 1 300
PW-1 PARTITION WALL 1 MULTI - USE CONVENTION SPACE (156) LP5 13,15,17 30 3 3 10 3/4" 10 X 208 3 1622
PW-2 PARTITION WALL 2 MULTI - USE CONVENTION SPACE (156) LP5 10,12,14 30 3 3 10 3/4" 10 X 208 3 1622
PW-3 PARTITION WALL 3 MULTI - USE CONVENTION SPACE (156) LP5 23,25,27 30 3 3 10 3/4" 10 X 208 3 1622
PW-4 PARTITION WALL 4 MULTI - USE CONVENTION SPACE (156) LP5 22,24,26 30 3 3 10 3/4" 10 X 208 3 1622
RSP-1 ROAD SHOW PANEL 1 MULTI PURPOSE AREA CIRCULATION (154-B) LP6 19,21,23 100 3 3 1 1-1/4" 8 X 208 3 25200
RSP-2 ROAD SHOW PANEL2 MULTI PURPOSE AREA CIRCULATION (154-B) LP6 14,16,18 100 3 3 1 1-1/4" 8 X 208 3 25200
SBP-1 SPIDER BOX-1 MULTI - USE CONVENTION SPACE (156)LP6 8,10,12 60 3 3 4 1" 10 X 208 3 13000
SBP-2 SPIDER BOX-2 MULTI - USE CONVENTION SPACE (156)LP6 13,15,17 60 3 3 4 1" 10 X 208 3 13000
SBP-3 SPIDER BOX-3 MULTI-PURPOSE AREA (154) LP6 20,22,24 60 3 3 4 1" 10 X 208 3 13000
SBP-4 SPIDER BOX-4 MULTI-PURPOSE AREA (154) LP6 25,27,29 60 3 3 4 1" 10 X 208 3 13000
SBP-5 SPIDER BOX - 5 MULTI - USE CONVENTION SPACE (156) LP6 1,3,5 60 3 3 4 1" 10 X 208 3 13000
SBP-6 SPIDER BOX - 6 MULTI - USE CONVENTION SPACE (156) LP6 7,9,11 60 3 3 4 1" 10 X 208 3 13000
SBP-7 SPIDER BOX - 7 MULTI - USE CONVENTION SPACE (156) LP6 2,4,6 60 3 3 4 1" 10 X 208 3 13000
SC1 SCORE BOARD 1 ICE RINK CIRC. (135) LP3(L) 27 20 1 2 12 1/2" 12 X 120 1 360 1
SC2 SCORE BOARD 2 ICE RINK CIRC. (151) LP2(L) 30 20 1 2 12 1/2" 12 X 120 1 360 1
SC3 SCORE BOARD 3 MULTIPURPOSE AREANA CIRC. (154-B) LP4(L) 32 20 1 2 12 1/2" 12 X 120 1 1000 1
SC4 SCORE BOARD 4 MULTIPURPOSE AREANA CIRC. (154-B) LP4(L) 46 20 1 2 12 1/2" 12 X 120 1 1000 1
SC5 SCORE BOARD 5 MULTI - USE CONVENTION SPACE (156) LP1(L) 6 20 1 2 12 1/2" 12 X 120 1 1000 1
SC6 SCORE BOARD 6 MULTI - USE CONVENTION SPACE (156) LP1(L) 8 20 1 2 12 1/2" 12 X 120 1 1000 1
SC7 SCORE BOARD 7 MULTI - USE CONVENTION SPACE (156) LP1(L) 42 20 1 2 12 1/2" 12 X 120 1 1000 1
SD1 SLIDING DOOR 1 MAIN LOBBY (101) LP1(L) 27 20 1 2 12 1/2" 12 X 120 1 500 1
SD2 SLIDING DOOR 2 VESTIBULE (100) LP1(L) 32 20 1 2 12 1/2" 12 X 120 1 500 1
SD3 SLIDING DOOR 3 ICE RINK CIRC. (151) LP2(L) 28 20 1 2 12 1/2" 12 X 120 1 500 1
ST1 SCORER TABLE 1 MULTI - USE CONVENTION SPACE (156)LP1(L) 3 20 1 2 12 1/2" 12 X 120 1 360 1
ST2 SCORER TABLE 2 MULTI - USE CONVENTION SPACE (156)LP1(L) 10 20 1 2 12 1/2" 12 X 120 1 360 1
ST3 SCORER TABLE 3 MULTI - USE CONVENTION SPACE (156)LP1(L) 14 20 1 2 12 1/2" 12 X 120 1 360 1
ST4 SCORER TABLE 4 MULTIPURPOSE AREANA CIRC. (154) LP4(L) 72 20 1 2 12 1/2" 12 X 120 1 1000 1
ST5 SCORER TABLE 5 MULTIPURPOSE AREANA CIRC. (154) LP4(L) 43 20 1 2 12 1/2" 12 X 120 1 1000 1
STG-1-1 STAGE-1 OUTLET-1 MULTI - USE CONVENTION SPACE (156) LP5 4,6,8 20 3 3 12 1/2" 12 X 208 3 2000 1
STG-2-1 STAGE-2 OUTLET-1 MULTI - USE CONVENTION SPACE (156) LP5 16,18,20 20 3 3 12 1/2" 12 X 208 3 2000 1
STG-3-1 STAGE-3 OUTLET-1 MULTI - USE CONVENTION SPACE (156) LP5 29,31,33 20 3 3 12 1/2" 12 X 208 3 2000 1
STG-4-1 STAGE-4 OUTLET-1 MULTI PURPOSE AREA CIRCULATION (154-B) LP5 5,7,9 20 3 3 12 1/2" 12 X 208 3 2000 1
U/C R-6 U/C REFRIGERATOR-6 LP2(R) 30 20 1 2 12 3/4" 12 120 1 1000
W1 CLOTHES WASHER RESURFACER/SHOP (170) LP3(L) 23 20 1 2 12 1/2" 12 X 120 1 1330 2,3
W2 CLOTHES WASHER 2 TRAINING (129) LP3(L) 49 20 1 2 12 1/2" 12 X 120 1 1500 2,3
W3 CLOTHES WASHER 3 TRAINING (129) LP3(L) 50 20 1 2 12 1/2" 12 X 120 1 1500 2,3
Z1 RESURFACE CHARGER 1 RESURFACER/SHOP (170) DP3 50,52,54 20 3 3 12 1/2" 12 X 480 1 1330
Z2 RESURFACE CHARGER 2 RESURFACER/SHOP (170) DP3 55,57,59 15 3 3 12 1/2" 12 X 480 1 1330E - SPECIAL OUTLET FOOD SERVICES SCHEDULE - TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
CO-1 COFFEE MAKER 1 WARMING ROOM (159) LP4(L) 8,10,12 40 3 3 4 1" 10 X 208 3 1200 1,2,3
CO-2 COFFEE MAKER 2 FOOD PREP (115-A) LP2(L) 66,68,70 40 3 3 4 1" 10 X 208 3 1000 1,2,3
COF-1 COFFEE 1 BREAKROOM (109) LP1(L) 29 20 1 2 12 1/2" 12 X 120 1 1200 1,2,3
DISP-1 DISPOSAL WARMING ROOM (159) LP4(L) 5,7,9 20 3 3 12 1/2" 12 X 208 3 2377 2
FRZ-1 FREEZER 1 FOOD PREP (115-A) LP2(L) 50 20 1 2 12 1/2" 12 X 120 1 1152 6
FRZ-2 FREEZER 2 FOOD PREP (115-A) LP2(L) 41 20 1 2 12 1/2" 12 X 120 1 1152 6
FRZ-3 FREEZER 3 FOOD PREP (115-A) LP2(L) 3 20 1 2 12 1/2" 12 X 120 1 936 6
GRI-1 ROLLER GRILLS 2 FOOD PREP (115-A) LP2(L) 53 20 1 2 12 1/2" 12 X 120 1 1650 2
MW-1 MICROWAVE 1 BREAKROOM (109) LP1(L) 34 20 1 2 12 1/2" 12 X 120 1 1200 1,2,3
MW/OVEN-1 MICROWAVE OVEN WARMING ROOM (159) LP4(L) 73,75 20 2 2 12 1/2" 12 X 208 1 11500 1,2,3
OVN-4 MICROWAVE OVEN 4 WARMING ROOM (159) LP4(L) 40 20 1 2 12 1/2" 12 X 120 1 1200 1,2,3
POP-1 POP CORN 1 CONCESSIONS (115-B) LP2(L) 65 20 1 2 12 1/2" 12 X 120 1 1643 1,2,3
RC-1 RAPID COOK-1 FOOD PREP (115-A) LP2(L) 59,61,63 40 3 3 8 3/4" 10 X 208 3 9500 2
RC-2 RAPID COOK-2 FOOD PREP (115-A) LP2(L) 60,62,64 40 3 3 8 3/4" 10 X 208 3 9500 2
REF-1 REFRIGERATOR 1 BREAKROOM (109) LP1(L) 36 20 1 2 12 1/2" 12 X 120 1 1000 1,2,3
REF-2 REFRIGERATOR 2 WARMING ROOM (159) LP4(L) 3 20 1 2 12 1/2" 12 X 120 1 648 1,2,3
REF-3 REFRIGERATOR 3 FOOD PREP (115-A) LP2(L) 54 20 1 2 12 1/2" 12 X 120 1 648 1,2,3
REF-5 REFRIGERATOR 5 WARMING ROOM (159) LP4(L) 33 20 1 2 12 1/2" 12 X 120 1 648 1,2,3
REF-6 REFRIGERATOR 6 WARMING ROOM (159) LP4(L) 38 20 1 2 12 1/2" 12 X 120 1 648 1,2,3
U/CR-1 U/C REFRIGERATOR-1 FOOD PREP (115-A) LP2(L) 43 20 1 2 12 1/2" 12 X 120 1 480 1,2,3
U/CR-2 U/C REFRIGERATOR 2 FOOD PREP (115-A) LP2(L) 46 20 1 2 12 1/2" 12 X 120 1 480 1,2,3
U/CR-3 U/C REFRIGERATOR-3 FOOD PREP (115-A) LP2(L) 49 20 1 2 12 1/2" 12 X 120 1 480 1,2,3
U/CR-4 U/C REFRIGERATOR-4 FOOD PREP (115-A) LP2(L) 47 20 1 2 12 1/2" 12 X 120 1 480 1,2,3
U/CR-5 U/C REFRIGERATOR-5 FOOD PREP (115-A) LP2(L) 48 20 1 2 12 1/2" 12 X 120 1 480 1,2,3
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
10/13/202310/04/2023
BID DOCUMENT SET
1. PROVIDE A DUPLEX RECEPTACLE.
2. PROVIDE A GFI DUPLEX RECEPTACLE.
3. PROVIDE A GFI CIRCUIT BREAKER.
4. PROVIDE A WALL SWITCH WITH PILOT LIGHT ON NEARBY WALL.
5. MOUNT OUTLET BELOW SINK/COUNTER FOR POWER TO INFRA-RED FAUCET CONTROL. PROVIDE (1) OUTLET PER TWO SINKS MOUNTED IN BETWEEN THE SINKS. MOUNT OUTLET AS HIGH AS POSSIBLE.
6. PROVIDE A MIN. 4"X4"X2-1/2" SQUARE JUNCTION BOX LOCATED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR OPTICAL FLUSH VALVES. PC TO PROVIDE TRANSFORMER, EC TO INSTALL. COORDINATE WITH PC PRIOR TO ROUGH-IN.
7. INDOOR UNIT PROVIDES POWER TO OUTDOOR UNIT. COORDINATE INSTALLATION WITH MC.
8. CONTROLS FURNISHED WITH EQUIPMENT INSTALLED AND WIRED BY EC. COORDINATE FINAL CONTROLS LOCATION WITH MC PRIOR TO ROUGH-IN.
9. PROVIDE A FIXED LOCKED PADLOCK ATTACHMENT TO LOCK THE BREAKER IN THE OPEN POSITION.
10. FURNISH AND INSTALL ALL WIRING, CONDUIT AND BACK BOXES NEEDED FOR PUSH-BUTTON OPERATIONS OF DOOR. INSTALL VENDOR SUPPLIED PUSH-BUTTON.COORDINATE PUSHBUTTON LOCATION WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN.
11. PROVIDE A FUSE DISCONNECT SWITCH
GENERAL NOTES (ALL SCHEDULES):
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
ELECTRICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.2
10/04/2023
220025.00 C2023-15
E - MECHANICAL MOTOR WIRING SCHEDULE
NO. SERVING LOC. VOLT PHASE HP FLA
FEED FROM OCPD BRANCH WIRING MOTOR CONTROLLER DISCONNECT SWITCH
SEE NOTEPANEL CKT SIZE
PO
LE NO. SIZE COND GRD SIZE FURN BY INST BY WIRE BY LOC. TYPE INST BY
WIRE
BY LOC. OPTIONS
AC 1B AC 1B ROOF 208 1 11 MP1 29,31 25 2 2 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
AC 2B AC 2B ROOF 208 1 11 MP1 28,30 25 2 2 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
AC 3B AC 3B ROOF 208 1 11 MP1 44,46 25 2 2 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
AC 4B AC 4B ROOF 208 1 11 MP1 48,50 25 2 2 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
AC 5B AC 5B ROOF 208 1 11 MP1 40,42 25 2 2 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
AC 6B AC 6B ROOF 208 1 11 MP1 41,43 25 2 2 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
AC 7B AC 7B ROOF 208 1 33 MP1 45,47 40 2 2 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7
C-1 C-1 REFRIGERATION (172) 480 3 156 MCC 1 200 3 4 3/0 2" #6 MFR MFR MFR IU EC EC NU
C-2 C-2 REFRIGERATION (172) 480 3 156 MCC 2 200 3 4 3/0 2" #6 MFR MFR MFR IU EC EC NU
C-3 C-3 REFRIGERATION (172) 480 3 156 MCC 3 200 3 4 3/0 2" #6 MFR MFR MFR IU EC EC NU
CH-1 CHILLER ROOF 480 3 14 MCC 8 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU NEMA 3R
CP-1 CP-1 JAN (163) 120 1 13 MP1 17 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
CP-2 CP-2 JAN (142) 120 1 13 MP1 15 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
CP-3 CP-3 JAN (114) 120 1 13 MP1 16 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
CP-4 CP-4 TRAINING (129) 120 1 13 MP1 19 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
CP-5 CP-5 MECHANICAL (168) 120 1 13 MP1 18 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
CU 1 CU 1 ROOF 480 3 133.9 DP3 14,16,18 150 3 4 1/0 2" #6 MC EC EC IU EC EC NU NEMA 3R
DHU 1 DHU 1 ROOF 480 3 65 DP3 44,46,48 70 3 3 #4 1" #8 MC EC EC IU EC EC NU NEMA 3R
DHU 2 DHU 2 ROOF 480 3 30 DP3 49,51,53 45 3 4 #6 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
ELV-1 ELEVATOR MOTOR-1 ELEV (152) 208 3 25 LP4(L) 50,52,54 60 3 4 #4 1" #10 MC EC EC IU EC EC NU
ERV 1 ERV 1 ROOF 480 3 24 DP2 32,34,36 40 3 4 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
ERV 2 ERV 2 ROOF 480 3 21.6 DP2 25,27,29 40 3 4 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
ERV 3 ERV 3 ROOF 480 3 21.6 DP2 26,28,30 40 3 4 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
ERV 4 ERV 4 ROOF 480 3 30.4 DP3 2,4,6 45 3 4 #6 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
ERV 5 ERV 5 ROOF 480 3 65.6 DP2 31,33,35 100 3 4 #1 1-1/2" #8 MC EC EC IU EC EC NU NEMA 3R
ERV 6 ERV 6 ROOF 480 3 63 DP2 37,39,41 70 3 3 #4 1" #8 MC EC EC IU EC EC NU NEMA 3R
ESP-1 ELEVATOR SUMP PUMP-1 ELEV (152) 120 1 6.8 LP5 37 20 1 2 #12 1/2" #12 MC EC EC IU CP EC EC NU 2
F-1 F-1 ROOF 120 3 1.05 MP1 21 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
F-2 F-2 ROOF 120 1 5.8 MP1 22 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
F-3 F-3 ROOF 120 1 3.2 MP1 23 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
F-4 F-4 ROOF 120 1 3.2 MP1 24 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
F-5 F-5 ROOF 120 3 3.25 MP1 25 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
F-6 F-6 ROOF 480 3 7.6 DP3 8,10,12 15 3 4 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
F-9 F-9 ROOF 480 3 1/2 1.1 DP3 43,45,47 15 3 3 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
P1 CENTRIFUGAL PUMP 1 REFRIGERATION (172) 480 3 34 MCC 4 50 3 4 #6 3/4" #10 MFR MFR MFR IU EC EC NU 3,4
P2 CENTRIFUGAL PUMP 2 REFRIGERATION (172) 480 3 34 MCC 5 50 3 4 #6 3/4" #10 MFR MFR MFR IU EC EC NU 3,4
P3 CENTRIFUGAL PUMP 3 REFRIGERATION (172) 480 3 27 MCC 6 40 3 4 #8 3/4" #10 MFR MFR MFR IU EC EC NU 3,4
P4 CENTRIFUGAL PUMP 4 REFRIGERATION (172) 480 3 7.6 MCC 9 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4
P5 CENTRIFUGAL PUMP 5 REFRIGERATION (172) 480 3 7.6 MCC 10 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4
P6 CENTRIFUGAL PUMP 6 REFRIGERATION (172) 480 3 7.6 MCC 7 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4
P7 CENTRIFUGAL PUMP 7 REFRIGERATION (172) 480 3 11 MCC 11 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4
RTU 1 ROOF TOP UNIT 1 ROOF 480 3 107.2 DP1 10,12,14 150 3 4 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
RTU 2 ROOF TOP UNIT 2 ROOF 480 3 20.8 DP1 7,9,11 30 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
RTU 3 ROOF TOP UNIT 3 ROOF 480 3 84 DP4 7,9,11 125 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
RTU 4 ROOF TOP UNIT 4 ROOF 480 3 103.2 DP1 31,33,35 150 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
RTU 5 ROOF TOP UNIT 5 ROOF 480 3 84 DP4 1,3,5 125 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
RTU 6 ROOF TOP UNIT 6 ROOF 480 3 103.2 DP4 2,4,6 150 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
RTU 7 ROOF TOP UNIT 7 ROOF 480 3 84 DP3 38,40,42 125 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
RTU 8 ROOF TOP UNIT 8 ROOF 480 3 14.4 DP3 37,39,41 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
RTU 9 ROOF TOP UNIT 9 ROOF 480 3 14.4 DP3 1,3,5 25 3 3 #10 3/4"#10 MC EC EC IU EC EC NU NEMA 3R
RTU 10 ROOF TOP UNIT 10 ROOF 480 3 9.6 DP3 31,33,35 15 3 3 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R
RTU 11 ROOF TOP UNIT 11 ROOF 480 3 14.4 DP3 13,15,17 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
RTU 12 ROOF TOP UNIT 12 ROOF 480 3 14.4 DP3 19,21,23 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R
RTU 13 ROOF TOP UNIT 13 ROOF 480 3 105 DP1 34,36,38 150 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R
TMV-3 TMV-3 TRAINING (129) 120 1 13 MP1 26 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
UH 1 UH 1 REFRIGERATION (172) 120 1 3.7 MP1 27 15 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU
VAV 1-1 VAV 1-1 MEN (122) 277 1 20.3 DP2 1 25 1 3 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-3 VAV 1-3 WOMEN (121) 277 1 15.8 DP2 3 20 1 3 #12 1/2" #12 MC EC EC IU EC EC NU 8
VAV 1-4 VAV 1-4 ICE ARENA LOBBY (117) 480 3 28.2 DP2 8,10,12 30 3 3 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-5 VAV 1-5 VESTIBULE (118) 277 1 13.5 DP2 43 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU 8
VAV 1-6 VAV 1-6 ICE ARENA LOBBY (117) 480 3 23.7 DP2 14,16,18 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-7 VAV 1-7 ICE ARENA LOBBY (117) 480 3 39.8 DP2 19,21,23 40 3 3 #12 1/2" #12 MC EC EC IU EC EC NU 8
VAV 1-8 VAV 1-8 FOOD PREP (115A) 480 3 19.5 DP2 13,15,17 20 3 3 #12 1/2" #12 MC EC EC IU EC EC NU 8
VAV 1-9 VAV 1-9 MAIN LOBBY (101) 480 3 36.8 DP1 19,21,23 40 3 3 #8 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-10 VAV 1-10 MAIN LOBBY (101) 277 1 28.7 DP1 16 30 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-11 VAV 1-11 VESTIBULE (100) 277 1 27.1 DP1 18 30 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-12 VAV 1-12 SKATE RENTAL (108) 277 1 31.6 DP1 20 35 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-13 VAV 1-13 TOILETS (106) 277 1 6.8 DP1 8 15 1 2 #12 1/2"#12 MC EC EC IU EC EC NU 8
VAV 1-14 VAV 1-14 MAIN LOBBY (101) 480 3 41.3 DP1 2,4,6 45 3 3 #6 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-15 VAV 1-15 FIRST AID (105) 277 1 6.8 DP1 1 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU 8
VAV 1-16 VAV 1-16 MEETING ROOM (A) (102) 277 1 20.3 DP1 3 25 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8
VAV 1-17 VAV 1-17 MEETING ROOM (A) (102) 277 1 21.68 DP1 5 30 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8
E - PLUMBING SPECIAL OUTLET SCHEDULE - TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
BP-1 BP-1 METER/RISER (179) DP3 20,22,24 20 3 3 12 1/2" 12 X 480 3 7150 3
DF-1 DRINKING FOUNTAIN-1 LOBBY/LINK (155) LP4(L) 11 20 1 2 12 1/2" 12 X 120 1 600 1,3
DF-2 DRINKING FOUNTAIN-2 PASSAGE (130) LP3(L) 45 20 1 2 12 1/2" 12 X 120 1 600 1,3
DF-3 DRINKING FOUNTAIN-3 PASSAGE (144) LP3(L) 21 20 1 2 12 1/2" 12 X 120 1 600 1,3
DF-4 DRINKING FOUNTAIN-4 MAIN LOBBY (101) LP1(L) 13 20 1 2 12 1/2" 12 X 120 1 600 1,3
DF-5 DRINKING FOUNTAIN-5 ICE ARENA LOBBY (117) LP2(L) 5 20 1 2 12 1/2" 12 X 120 1 600 1,3
GWH-1 GAS HOT WATER HEATER-1 JAN (163) LP4(L) 25 20 1 2 12 1/2" 12 X 120 1 600 3
GWH-2 GAS HOT WATER HEATER-2 JAN (142) LP3(L) 19 20 1 2 12 1/2" 12 X 120 1 600 3
GWH-3 GAS HOT WATER HEATER-3 JAN (114) LP2(L) 73 20 1 2 12 1/2" 12 X 120 1 600 3
GWH-4 GAS HOT WATER HEATER-4 TEAM STR/LDY (129) LP3(L)44 20 1 2 12 1/2" 12 X 120 1 600 3
GWH-5 GAS HOT WATER HEATER-5 MECHANICAL (168) LP3(L) 1 20 1 2 12 1/2" 12 X 120 1 600 3
GWH-6 GAS HOT WATER HEATER-6 MECHANICAL (168) LP3(L) 2 20 1 2 12 1/2" 12 X 120 1 600 3
HT-1 HEAT TRACE - 1 RESURFACER/SHOP (170) LP3(L) 81,83 30 2 2 10 3/4" 10 X 208 1 2000 11
HT-2 HEAT TRACE - 2 VESTIBULE (100) LP5 59,61 30 2 2 10 3/4"10 X 208 1 2000 11
HT-3 HEAT TRACE - 3 VESTIBULE (100) LP5 62,64 30 2 2 10 3/4"10 X 208 1 2000 11
HT-4 HEAT TRACE - 4 VESTIBULE (100) LP1(L) 63,65 30 2 2 10 3/4" 10 X 208 1 2000 11
HT-5 HEAT TRACE - 5 VESTIBULE (100) LP5 66,68 30 2 2 10 3/4"10 X 208 1 2000 11
IPT ICE PIT DRAIN RESURFACER/SHOP (170) LP3(L) 8 20 1 2 12 1/2" 12 X 120 1200 2
OFCT-1 OPTICAL FAUCET-1 TLT (162) LP4(L) 16 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-2 OPTICAL FAUCET-2 MEN'S (166) LP4(L) 19 20 1 2 12 1/2"12 X 120 1 180 5
OFCT-3 OPTICAL FAUCET-3 WOMEN'S (165) LP4(L) 24 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-4 OPTICAL FAUCET-4 WARMING ROOM (159) LP4(L) 6 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-5 OPTICAL FAUCET-5 WARMING ROOM (159) LP4(L) 4 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-6 OPTICAL FAUCET-6 TOILETS (106B) LP1(L) 17 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-7 OPTICAL FAUCET-7 MAIN TEAM ROOM (132) LP3(L) 37 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-8 OPTICAL FAUCET-8 WOMEN TLT (128) LP3(L) 47 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-9 OPTICAL FAUCET-9 WOMEN TLT (141) LP3(L) 16 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-10 OPTICAL FAUCET-10 FOOD PREP (115-A) LP2(L) 40 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-11 OPTICAL FAUCET-11 WET TEAM RR (139) LP3(L) 14 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-12 OPTICAL FAUCET-12 REFEREE RR (146) LP3(L) 65 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-13 OPTICAL FAUCET-13 WET TEAM RR (124) LP2(L) 8 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-14 OPTICAL FAUCET-14 WOMEN'S (122) LP2(L) 15 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-15 OPTICAL FAUCET-15 WOMEN'S (122) LP2(L) 72 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-16 OPTICAL FAUCET-16 MEN (121) LP2(L) 14 20 1 2 12 1/2"12 X 120 1 180 5
OFCT-17 OPTICAL FAUCET-17 MEN (121) LP2(L) 26 20 1 2 12 1/2"12 X 120 1 180 5
OFCT-18 OPTICAL FAUCET-18 FOOD PREP (115-A) LP2(L) 45 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-19 OPTICAL FAUCET-19 TOILETS (106A) LP1(L) 59 20 1 2 12 1/2" 12 X 120 1 180 5
OFCT-20 OPTICAL FAUCET-20 FAMILY RESTROOM (120) LP1(L)67 20 1 2 12 1/2" 12 X 120 1 180 5
OFV-1 OPTICAL FLUSH VALVE-1 TLT (162) LP4(L) 15 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-2 OPTICAL FLUSH VALVE-2 MEN'S (166) LP4(L) 20 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-3 OPTICAL FLUSH VALVE-3 MEN'S (166) LP4(L) 21 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-4 OPTICAL FLUSH VALVE-4 WOMEN'S (165) LP4(L) 23 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-5 OPTICAL FLUSH VALVE-5 WOMEN'S (165) LP4(L) 22 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-6 OPTICAL FLUSH VALVE-6 TOILETS (106) LP1(L) 20 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-7 OPTICAL FLUSH VALVE-7 WET TEAM RR (139) LP3(L) 15 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-8 OPTICAL FLUSH VALVE-8 MAIN TEAM ROOM (132) LP3(L) 38 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-9 OPTICAL FLUSH VALVE-9 WOMEN TLT (128) LP3(L) 46 20 1 2 12 1/2" 12 X 120 1 100 6
OFV-10 OPTICAL FLUSH VALVE-10 WOMEN TLT (141) LP3(L) 68 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-11 OPTICAL FLUSH VALVE-11 WET TEAM RR (124) LP2(L)12 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-12 OPTICAL FLUSH VALVE-12 WOMEN'S (122) LP2(L) 24 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-13 OPTICAL FLUSH VALVE-13 WOMEN'S (122) LP2(L) 71 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-14 OPTICAL FLUSH VALVE-14 MEN (121) LP2(L) 22 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-15 OPTICAL FLUSH VALVE-15 WOMEN'S (122) LP2(L) 67 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-16 OPTICAL FLUSH VALVE-16 WOMEN'S (122) LP2(L) 23 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-17 OPTICAL FLUSH VALVE-17 MEN (121) LP2(L) 13 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-18 OPTICAL FLUSH VALVE-18 WOMEN'S (122) LP2(L) 69 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-19 OPTICAL FLUSH VALVE-19 REFEREE RR (146) LP3(L) 67 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-20 OPTICAL FLUSH VALVE-20 FAMILY RESTROOM (120) LP2(L) 44 20 1 2 12 1/2" 12 X 120 1 180 6
OFV-21 OPTICAL FLUSH VALVE-21 FAMILY RESTROOM (120) LP1(L) 68 20 1 2 12 1/2" 12 X 120 1 180 6
WS-1 WATER SOFTENER-1 METER/RISER (179) LP3(L) 35 20 1 2 12 1/2" 12 X 120 1 500 1,3
E - MOTOR WIRING SCHEDULE
NO. SERVING LOC. VOLT PHASE HP FLA
FEED FROM OCPD BRANCH WIRING MOTOR CONTROLLER DISCONNECT SWITCH
SEE NOTEPANEL CKT SIZE POLE NO. SIZE COND GRD SIZE FURN BY INST BY WIRE BY LOC. TYPE FURN BY INST BY
WIRE
BY LOC. OPTIONS
1 OVERHEAD DOOR 1 RESURFACER/SHOP (170) 120 1 3/4 13.8 LP3(L) 78 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
2 OVERHEAD DOOR 2 RESURFACER/SHOP (170) 120 1 3/4 13.8 LP3(L) 79 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
3 OVERHEAD DOOR 3 GENERAL BUILDING STORAGE (167) 120 1 3/4 13.8 LP4(L) 74 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
4 OVERHEAD DOOR 4 LOADING/RECEIVING/STOR. (160) 120 1 3/4 13.8 LP4(L) 76 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
5 OVERHEAD DOOR 5 MULTI-USE CONVENTION (156) 120 1 3/4 13.8 LP4(L) 78 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
6 OVERHEAD DOOR 6 MULTI-USE CONVENTION (156) 120 1 3/4 13.8 LP1(L) 57 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
7 OVERHEAD DOOR 7 RESURFACER/SHOP (170) 120 1 3/4 13.8 LP3(L) 80 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10
E - MECHANICAL SPECIAL OUTLET SCHEDULE - TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
IR-1 IR 1 MERCYHEALTH ARENA (136) MP1 1 20 1 2 12 1/2" 12 X 120 1 756 8
IR-2 IR 2 MERCYHEALTH ARENA (136) MP1 2 20 1 2 12 1/2" 12 X 120 1 756 8
IR-3 IR 3 MERCYHEALTH ARENA (136) MP1 3 20 1 2 12 1/2" 12 X 120 1 756 8
IR-4 IR 4 MERCYHEALTH ARENA (136) MP1 4 20 1 2 12 1/2" 12 X 120 1 756 8
IR-5 IR 5 MERCYHEALTH ARENA (136) MP1 5 20 1 2 12 1/2" 12 X 120 1 756 8
IR-6 IR 6 MERCYHEALTH ARENA (136) MP1 6 20 1 2 12 1/2" 12 X 120 1 756 8
IR-7 IR 7 MERCYHEALTH ARENA (136) MP1 7 20 1 2 12 1/2" 12 X 120 1 756 8
IR-8 IR 8 MERCYHEALTH ARENA (136) MP1 8 20 1 2 12 1/2" 12 X 120 1 756 8
IR-9 IR 9 MERCYHEALTH ARENA (136) MP1 9 20 1 2 12 1/2" 12 X 120 1 756 8
IR-10 IR 10 MERCYHEALTH ARENA (136) MP1 10 20 1 2 12 1/2" 12 X 120 1 756 8
IR-11 IR 11 MERCYHEALTH ARENA (136) MP1 11 20 1 2 12 1/2" 12 X 120 1 756 8
IR-12 IR 12 MERCYHEALTH ARENA (136) MP1 12 20 1 2 12 1/2" 12 X 120 1 756 8
IR-13 IR 13 MERCYHEALTH ARENA (136) MP1 13 20 1 2 12 1/2" 12 X 120 1 756 8
IR-14 IR 14 MERCYHEALTH ARENA (136) MP1 14 20 1 2 12 1/2" 12 X 120 1 756 8
E - PLUMBING SPECIAL OUTLET SCHEDULE ADD ALT 3- TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
OFCT-31 OPTICAL FAUCET-31 TOILETS (106) LP5 45 20 1 2 12 1/2" 12 X 120 1 180 3
OFCT-32 OPTICAL FAUCET-32 TOILETS (106) LP5 40 20 1 2 12 1/2" 12 X 120 1 180 3
OFCT-33 OPTICAL FAUCET-33 TOILETS (106) LP5 42 20 1 2 12 1/2" 12 X 120 1 180 3
OFV-28 OPTICAL FLUSH VALVE-28 TOILETS (106) LP5 38 20 1 2 12 1/2" 12 X 120 1 180 2
OFV-29 OPTICAL FLUSH VALVE-29 TOILETS (106) LP5 47 20 1 2 12 1/2" 12 X 120 1 180 2
OFV-30 OPTICAL FLUSH VALVE-30 TOILETS (106) LP5 19 20 1 2 12 1/2" 12 X 120 1 180 2
E - PLUMBING SPECIAL OUTLET SCHEDULE ADD ALT 1- TYPICAL HW
NO. TO FEED LOC.PANEL
CIRCUIT
NUMBER
BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B
DF-7 DRINKING FOUNTAIN-7 PASSAGE (130) LP5 43 20 1 2 12 1/2"12 X 120 1 600 1
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
R - RECEPTACLE
D - DISCONNECT
B - JUNCTION BOX
FOR REFERENCE ONLY PROVIDED BY OTHERS. THIS DIVISION 26 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HE MAIN FEEDER
TO THE MCC AND TERMINATING. ALL OTHER WORK RELATED TO THE MCC IS BY OTHERS.
Notes:
Total Est. Demand:649 A
Total Conn.:610 A
Total Est. Demand:539594 VA
Total Conn. Load:507.2 kVA
Motor 507208 VA 106.39% 539594 VA
Load Classification Connected Load Demand Factor Demand Load Panel Totals
16 SPARE 1 20 A
15 SPARE 1 20 A
14 SPARE 1 20 A
13 SPARE 1 20 A
12 SPARE 1 20 A
11 P-7 3 20 A
10 P-5 3 20 A
9 P-4 3 20 A
8 C-1 3 20 A
7 P-4 3 20 A
6 P-3 3 40 A
5 P-2 3 50 A
4 P-1 3 50 A
3 C-3 3 135 A
2 C-2 3 135 A
1 C-1 3 135 A
CKT Circuit Description # of Poles Trip Rating Remarks
Enclosure:Type 12 LSIG 100% RATED WITH GFEP
Mounting:SURFACE Wires:4 MCB Rating:800 A
Supply From:UTILITY TRANSF.Phases:3 Mains Type:MCB
Volts:480/277 Wye A.I.C. Rating (Fully...
SWITCHBOARD: MCC
Notes:
EV Charger 38400 VA 125.00% 48000 VA
Kitchen 18221 VA 94.47% 17213 VA
Special Outlet 326543 VA 100.00% 326543 VA
Power 1435 VA 100.00% 1435 VA
Kitchen Receptacles 5000 VA 70.00% 3500 VA Total Est. Demand:2893 A
Receptacle 140914 VA 53.55% 75457 VA Total Conn.:2897 A
Other 0 VA 0.00% 0 VA Total Est. Demand:2405497 VA
Motor 1786985 VA 101.81% 1819371 VA Total Conn. Load:2408.7 kVA
Lighting 91183 VA 125.00% 113978 VA
Load Classification Connected Load Demand Factor Demand Load Panel Totals
16 SPACE 3 --
15 SPACE 3 --
14 SPACE 3 --
13 SPACE 3 --
12 SPACE 3 --
11 SPARE 3 400 A
10 SPARE 3 400 A
9 SPARE 3 225 A
8 SPARE 3 225 A
7 SPARE 3 225 A
6 PANEL EV VIA 75KVA XFMR T-8 3 225 A
5 DISTRIBUTUION PANEL DP4 3 600 A
4 DISTRIBUTION PANEL DP3 3 800 A
3 DISTRIBUTION PANEL DP2 3 600 A
2 DISTRIBUTION PANEL DP1 3 800 A
1 REFRIGERATION MCC 3 800 A
CKT Circuit Description # of Poles Trip Rating Remarks
Enclosure:NEMA 1 LSIG 100% RATED WITH GFEP
Mounting:SURFACE Wires:4 MCB Rating:3000 A
Supply From:UTILITY TRANSF.Phases:3 Mains Type:MCB
Volts:480/277 Wye A.I.C. Rating (Fully...
SWITCHBOARD: MSB
10/13/202310/04/2023
BID DOCUMENT SET
1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING
CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL
VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING
THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH
STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE
SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS.
2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE.
3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R
INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND
ADDITIONAL DETAILS.
4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE
EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED.
GENERAL NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
ELECTRICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.3
10/04/2023
220025.00 C2023-15
NOTES:
Special Outlet 49448 VA 100.00% 49448 VA Total Est. Demand Current:620 A
Power 164 VA 100.00% 164 VA Total Conn. Current:594 A
Other 0 VA 0.00% 0 VA Total Est. Demand:516 kVA
Motor 386112 VA 105.76% 408367 VA Total Conn. Load:494 kVA
Lighting 31201 VA 125.00% 39001 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...588 A 587 A 608 A
Total Load:162893 VA 162719 VA 168494 VA
59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60
57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58
55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56
53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54
51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52
49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50
47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48
45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46
43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44
41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA / 29064... -- -- --38
35 ---- -- 28566 VA /... -- -- --36
33 ---- -- 28566 VA /... 3 150 A RTU-13 34
31 RTU-4 150 A 3 28566 VA /... -- -- --32
29 ---- -- 13836 VA /... -- -- --30
27 ---- -- 8016 VA / 66... 3 60 A PANEL LS1 via LTG. INVERTER 28
25 PANEL HL1 100 A 3 7514 VA /... -- -- --26
23 ---- -- 10186 VA /... -- -- --24
21 ---- -- 10186 VA /... 3 150 A PANEL HL1 VIA 75KVA XFMR T-1 22
19 VAV 1-9 40 A 3 10186 VA /... 1 35 A VAV 1-12 20
17 ---- -- 12595 VA /... 1 30 A VAV 1-11 18
15 ---- -- 12867 VA /... 1 30 A VAV 1-10 16
13 T-5 100 A 3 13833 VA /... -- -- --14
11 ---- -- 5757 VA /... -- -- --12
9 ---- -- 5757 VA /... 3 150 A RTU-1 10
7 RTU-2 30 A 3 5757 VA /... 1 15 A VAV 1-13 8
5 VAV 1-17 30 A 1 6005 VA /... -- -- --6
3 VAV 1-16 25 A 1 5623 VA /... -- -- --4
1 VAV 1-15 15 A 1 1884 VA /... 3 45 A VAV 1-14 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:35000
Mounting:Surface Wires 4 MCB Rating:800 A
Supply From:MSB Phases:3 Mains Type:MLO
Location:ELECTRIC (157)Volts:480/277 Wye Bussing:
Panel Desgination: DP1
PANEL SCHEDULE
NOTES:
Special Outlet 55321 VA 100.00% 55321 VA Total Est. Demand Current:477 A
Power 1271 VA 100.00% 1271 VA Total Conn. Current:475 A
Other 0 VA 0.00% 0 VA Total Est. Demand:397 kVA
Motor 268672 VA 105.07% 282291 VA Total Conn. Load:395 kVA
Lighting 22330 VA 125.00% 27913 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...490 A 479 A 462 A
Total Load:135067 VA 132093 VA 127888 VA
59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60
57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58
55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56
53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54
51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52
49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50
47 SPARE 20 A 1 0 VA / 6551... -- -- --48
45 SPARE 20 A 1 0 VA / 7807... -- -- --46
43 VAV 1-5 15 A 1 3740 VA /... 3 100 A PANEL HL2 44
41 ---- -- 17438 VA /... -- -- --42
39 ---- -- 17438 VA /... -- -- --40
37 ERV-6 70 A 3 17438 VA /... 3 100 A T-2 38
35 ---- -- 18158 VA /... -- -- --36
33 ---- -- 18158 VA /... -- -- --34
31 ERV-5 100 A 3 18158 VA /... 3 40 A ERV-1 32
29 ---- -- 5979 VA /... -- -- --30
27 ---- -- 5979 VA /... -- -- --28
25 ERV-2 40 A 3 5979 VA /... 3 40 A ERV-3 26
23 ---- -- 11017 VA /... -- -- --24
21 ---- -- 11017 VA /... -- -- --22
19 VAV 1-7 40 A 3 11017 VA /... 3 60 A PANEL LS2 via LTG. INVERTER 20
17 ---- -- 5398 VA /... -- -- --18
15 ---- -- 5398 VA /... -- -- --16
13 VAV 1-8 20 A 3 5398 VA /... 3 25 A VAV 1-6 14
11 SPARE 20 A 1 0 VA / 7806... -- -- --12
9 SPARE 20 A 1 0 VA / 7806... -- -- --10
7 SPARE 20 A 1 0 VA / 7806... 3 30 A VAV 1-4 8
5 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 6
3 VAV 1-3 20 A 1 4377 VA / 0... 1 20 A SPARE 4
1 VAV 1-1 25 A 1 5623 VA / 0... 1 20 A SPARE 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:35000
Mounting:Surface Wires 4 MCB Rating:600 A
Supply From:MSB Phases:3 Mains Type:MLO
Location:ELECTRICAL (113)Volts:480/277 Wye Bussing:
Panel Desgination: DP2
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:633 A
Special Outlet 60274 VA 100.00% 60274 VA Total Conn. Current:614 A
Other 0 VA 0.00% 0 VA Total Est. Demand:526 kVA
Motor 385824 VA 107.20% 413622 VA Total Conn. Load:511 kVA
Lighting 20382 VA 125.00% 25478 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...602 A 626 A 620 A
Total Load:166762 VA 172723 VA 171096 VA
59 ---- -- 443 VA / 0 VA 1 20 A SPARE 60
57 ---- -- 443 VA / 0 VA 1 20 A SPARE 58
55 SPO # Z2 15 A 3 443 VA / 0 VA 1 20 A SPARE 56
53 ---- -- 8304 VA / 44... -- -- --54
51 ---- -- 8304 VA / 44... -- -- --52
49 DHU-2 45 A 3 8304 VA / 44... 3 15 A SPO # Z1 50
47 ---- -- 304 VA /... -- -- --48
45 ---- -- 304 VA /... -- -- --46
43 F-9 15 A 3 304 VA /... 3 70 A DHU-1 44
41 ---- -- 3986 VA /... -- -- --42
39 ---- -- 3986 VA /... -- -- --40
37 RTU- 8 25 A 3 3986 VA /... 3 125 A RTU- 7 38
35 ---- -- 2657 VA / 77... -- -- --36
33 ---- -- 2657 VA /... -- -- --34
31 RTU- 10 15 A 3 2657 VA /... 3 60 A PANEL LS3 via LTG. INVERTER 32
29 ---- -- 5162 VA /... -- -- --30
27 ---- -- 9928 VA /... -- -- --28
25 PANEL HL3 100 A 3 2036 VA /... 3 100 A T-3 26
23 ---- -- 3986 VA /... -- -- --24
21 ---- -- 3986 VA /... -- -- --22
19 RTU- 12 25 A 3 3986 VA /... 3 20 A BP-1 20
17 ---- -- 3986 VA /... -- -- --18
15 ---- -- 3986 VA /... -- -- --16
13 RTU- 11 25 A 3 3986 VA /... 3 150 A CU-1 14
11 ---- -- 16784 VA /... -- -- --12
9 ---- -- 15446 VA /... -- -- --10
7 T-7 100 A 3 15787 VA /... 3 15 A F-6 8
5 ---- -- 3986 VA /... -- -- --6
3 ---- -- 3986 VA /... -- -- --4
1 RTU- 9 25 A 3 3986 VA /... 3 45 A ERV-4 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:35000
Mounting:Surface Wires 4 MCB Rating:800 A
Supply From:MSB Phases:3 Mains Type:MLO
Location:MECHANICAL (168)Volts:480/277 Wye Bussing:
Panel Desgination: DP3
PANEL SCHEDULE
NOTES:
Kitchen 18221 VA 94.47% 17213 VA Total Est. Demand Current:577 A
Special Outlet 161500 VA 100.00% 161500 VA Total Conn. Current:557 A
Other 0 VA 0.00% 0 VA Total Est. Demand:479 kVA
Motor 239168 VA 108.96% 260593 VA Total Conn. Load:463 kVA
Lighting 17270 VA 125.00% 21587 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...576 A 551 A 546 A
Total Load:159450 VA 152570 VA 151318 VA
59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60
57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58
55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56
53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54
51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52
49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50
47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48
45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46
43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44
41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30
27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26
23 ---- -- 1494 VA /... -- -- --24
21 ---- -- 1260 VA /... -- -- --22
19 PANEL LS4 via LTG. INVERTER 60 A 3 1345 VA /... 3 100 A T-6 20
17 ---- -- 21927 VA /... -- -- --18
15 ---- -- 25863 VA /... -- -- --16
13 T-4 100 A 3 30135 VA /... 3 100 A PANEL HL4 14
11 ---- -- 23251 VA / 0... 1 20 A SPARE 12
9 ---- -- 23251 VA / 0... 1 20 A SPARE 10
7 RTU-3 125 A 3 23251 VA / 0... 1 20 A SPARE 8
5 ---- -- 23251 VA /... -- -- --6
3 ---- -- 23251 VA /... -- -- --4
1 RTU- 5 125 A 3 23251 VA /... 3 150 A RTU- 6 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:35000
Mounting:Surface Wires 4 MCB Rating:600 A
Supply From:MSB Phases:3 Mains Type:MLO
Location:LOADING (160)Volts:480/277 Wye Bussing:
Panel Desgination: DP4
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:30 A
Total Conn. Current:25 A
Power 1271 VA 100.00% 1271 VA Total Est. Demand:25 kVA
Other 0 VA 0.00% 0 VA Total Conn. Load:20 kVA
Lighting 19186 VA 125.00% 23983 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...22 A 28 A 24 A
Total Load:6099 VA 7807 VA 6551 VA
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36
33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34
31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32
29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30
27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18
15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16
13 LTG. SITE 20 A 1 486 VA / 0 VA 1 20 A SPARE 14
11 LTG. LEV.1 MEN'S 121 20 A 1 726 VA / 369... 1 20 A LTG. SITE 12
9 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 4260 VA /... 1 20 A LTG. ALT TEAM RM 10
7 LTG. LEV.2 MERCYHEALTH SEATING 20 A 1 390 VA / 383...1 20 A LTG. LEV.2 MULTI PURPOSE AREA 8
5 LTG. CONCESSIONS 20 A 1 817 VA / 130... 1 20 A LTG. MENS/WOMENS 6
3 LTG. ICE ARENA/HALL 20 A 1 1280 VA /... 1 20 A LTG. ICE ARENA LOBBY 4
1 LTG. REFEREE, TEAM RM. 20 A 1 717 VA / 672... 1 20 A LTG. TEAM RM. 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Recessed Wires 4 MCB Rating:100 A
Supply From:DP2 Phases:3 Mains Type:MLO
Location:ELECTRICAL (113)Volts:480/277 Wye Bussing:
Panel Desgination: HL2
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:44 A
Total Conn. Current:35 A
Power 164 VA 100.00% 164 VA Total Est. Demand:37 kVA
Other 0 VA 0.00% 0 VA Total Conn. Load:29 kVA
Lighting 29202 VA 125.00% 36503 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...27 A 29 A 50 A
Total Load:7514 VA 8016 VA 13836 VA
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36
33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34
31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32
29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30
27 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 28
25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22
19 LTG. ALT 1 MEETING RM 20 A 1 2848 VA / 0... 1 20 A SPARE 20
17 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 3408 VA /... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 18
15 LTG. MEETING RM (A) 20 A 1 674 VA / 264... 1 20 A LTG. LOCKER SHELL 16
13 LTG. ELEVATOR 20 A 1 306 VA / 939... 1 20 A LTG. MEETING RM (A) 14
11 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 2556 VA /... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 12
9 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 3408 VA /... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 10
7 LTG. MAIN LOBBY 20 A 1 692 VA / 88... 1 20 A LTG. ELEVATOR 8
5 LTG. MAIN LOBBY 20 A 1 528 VA / 528... 1 20 A LTG. MAIN LOBBY 6
3 LTG. MAIN LOBBY 20 A 1 462 VA / 652... 1 20 A LTG. MAIN LOBBY/VEST. 4
1 LTG. MEETING, STORE, FIRST AID LTG. 20 A 1 1109 VA /... 1 20 A LTG. ADMIN/SKATE/TOILET 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:100 A
Supply From:DP1 Phases:3 Mains Type:MLO
Location:ELECTRIC (157)Volts:480/277 Wye Bussing:
Panel Desgination: HL1
PANEL SCHEDULE
10/13/202310/04/2023
BID DOCUMENT SET
1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING
CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL
VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING
THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH
STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE
SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS.
2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE.
3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R
INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND
ADDITIONAL DETAILS.
4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE
EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED.
GENERAL NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
ELECTRICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.4
10/04/2023
220025.00 C2023-15
NOTES:
Total Est. Demand Current:26 A
Total Conn. Current:21 A
Total Est. Demand:21 kVA
Other 0 VA 0.00% 0 VA Total Conn. Load:17 kVA
Lighting 17126 VA 125.00% 21408 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...7 A 38 A 20 A
Total Load:2036 VA 9928 VA 5162 VA
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36
33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34
31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32
29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30
27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18
15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16
13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14
11 LTG. EXTERIOR POLES 20 A 1 486 VA / 369... 1 20 A LTG. EXTERIOR POLES 12
9 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 4260 VA /... 1 20 A LTG. LEV.2 MULTI PURPOSE AREA 10
7 LTG. LEV.2 MERCYHEALTH SEATING 20 A 1 414 VA / 151...1 20 A LTG. PASSAGE 8
5 SPARE 20 A 1 0 VA / 977 VA 1 20 A LTG. MAIN TEAM ROM 6
3 LTG. BUILDING STORAGE 20 A 1 1066 VA / 76... 1 20 A LTG. STORAGE, WET TEAM RM. 4
1 0 VA / 110 VA 1 20 A LTG. METER /ELEC. 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:100 A
Supply From:DP3 Phases:3 Mains Type:MLO
Location:MECHANICAL (168)Volts:480/277 Wye Bussing:
Panel Desgination: HL3
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:20 A
Total Conn. Current:16 A
Total Est. Demand:16 kVA
Other 0 VA 0.00% 0 VA Total Conn. Load:13 kVA
Lighting 13171 VA 125.00% 16464 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...19 A 9 A 22 A
Total Load:4999 VA 2476 VA 5696 VA
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36
33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34
31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32
29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30
27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18
15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16
13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14
11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12
9 SPARE 20 A 1 0 VA / 0 VA 1 -- SPACE 10
7 LTG. LEV.2 MULTIPURPOSE AREA 20 A 1 2848 VA / 43... 1 20 A LTG .MULTI PURPOSE ARENA 8
5 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 2848 VA /... 1 20 A LTG. LEV.2 MULTIPURPOSE AREA 6
3 LTG. LOBBY LINK 20 A 1 1270 VA /... 1 20 A LTG. ELEC.,WARMING, LOADING 4
1 LTG. MENS/WOMENS 20 A 1 1062 VA / 65... 1 20 A LTG. MALL CONNECTION 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:100 A
Supply From:DP4 Phases:3 Mains Type:MLO
Location:LOADING (160)Volts:480/277 Wye Bussing:
Panel Desgination: HL4
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:3 A
Total Conn. Current:2 A
Total Est. Demand:2 kVA
Other 0 VA 0.00% 0 VA Total Conn. Load:2 kVA
Lighting 1999 VA 125.00% 2499 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...2 A 2 A 3 A
Total Load:664 VA 534 VA 801 VA
11 Lighting 20 A 1 0 VA / 116 VA 1 20 A LTG. EXTERIOR 12
9 LTG. MEETING RM (A) 20 A 1 0 VA / 0 VA 1 20 A LTG. MEETING RM (A) 10
7 LTG. EXTERIOR 20 A 1 173 VA / 127... 1 20 A LTG. EXTERIOR 8
5 LTG. ADMIN/SKATE/TOILET 20 A 1 163 VA / 522... 1 20 A LTG. EXTERIOR 6
3 LTG. MAIN LOBBY/VEST. 20 A 1 312 VA / 222... 1 20 A LTG. MAIN LOBBY 4
1 LTG.MEETING, STORE, FIRST AID LTG. 20 A 1 172 VA / 192... 1 20 A LTG. MAIN LOBBY 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:60 A
Supply From:DP1 Phases:3 Mains Type:MLO
Location:ELECTRIC (157)Volts:480/277 Wye Bussing:
Panel Desgination: LS1
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:5 A
Total Conn. Current:4 A
Total Est. Demand:4 kVA
Total Conn. Load:3 kVA
Lighting 3144 VA 125.00% 3930 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...3 A 3 A 5 A
Total Load:829 VA 845 VA 1470 VA
11 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 426 VA / 426...1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 12
9 LTG. ALT TEAM RM 20 A 1 228 VA / 58... 1 20 A LTG. ALT TEAM RM (C) 10
7 LTG. TEAM RM. 20 A 1 144 VA / 175... 1 20 A LTG. REFEREE, TEAM RM. 8
5 LTG. LEV.2 MERCYHEALTH SEATING 20 A 1 192 VA / 426...1 20 A LTG. LEV.2 MULTI PURPOSE AREA 6
3 LTG. ICE ARENA LOBBY 20 A 1 203 VA / 356... 1 20 A LTG. MENS/WOMENS 4
1 LTG. ICE ARENA LOBBY 20 A 1 421 VA / 89... 1 20 A LTG. CONCESSIONS 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Recessed Wires 4 MCB Rating:60 A
Supply From:DP2 Phases:3 Mains Type:MLO
Location:ELECTRICAL (113)Volts:480/277 Wye Bussing:
Panel Desgination: LS2
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:5 A
Total Conn. Current:4 A
Total Est. Demand:4 kVA
Total Conn. Load:3 kVA
Lighting 3256 VA 125.00% 4070 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...5 A 4 A 3 A
Total Load:1438 VA 1044 VA 774 VA
11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12
9 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 426 VA / 426... 1 20 A LTG. LEV.2 MULTI PURPOSE AREA 10
7 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 426 VA / 192... 1 20 A LTG. LEV.2 MERCYHEALTH SEATING 8
5 LTG. LEV.2 MULTIPURPOSE AREA 20 A 1 426 VA / 348... 1 20 A LTG. EXTERIOR 6
3 LTG.WET TEAM RM. 20 A 1 96 VA / 96 VA 1 20 A LTG. MAIN TEAM ROM 4
1 LTG. BUILDING STORAGE 20 A 1 82 VA / 738... 1 20 A LTG. ICE CIRCULATION 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Recessed Wires 4 MCB Rating:60 A
Supply From:DP3 Phases:3 Mains Type:MLO
Location:MECHANICAL (168)Volts:480/277 Wye Bussing:
Panel Desgination: LS3
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:6 A
Total Conn. Current:5 A
Total Est. Demand:5 kVA
Other 0 VA 0.00% 0 VA Total Conn. Load:4 kVA
Lighting 4099 VA 125.00% 5123 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...5 A 5 A 5 A
Total Load:1345 VA 1260 VA 1494 VA
11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12
9 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 426 VA / 426... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 10
7 LTG. MULTI PURPOSE ARENA 20 A 1 422 VA / 356... 1 20 A LTG. LEV.2 MULTIPURPOSE AREA 8
5 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 1068 VA / 42... 1 20 A LTG. LEV.2 MULTI PURPOSE AREA 6
3 LTG. LOBBY LINK 20 A 1 330 VA / 78... 1 20 A LTG. MALL CONNECTION 4
1 LTG. WARMING RM 20 A 1 293 VA / 274... 1 20 A LTG. MENS/WOMENS 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:60 A
Supply From:DP4 Phases:3 Mains Type:MLO
Location:LOADING (160)Volts:480/277 Wye Bussing:
Panel Desgination: LS4
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:102 A
Total Conn. Current:110 A
Total Est. Demand:37 kVA
Special Outlet 21408 VA 100.00% 21408 VA Total Conn. Load:40 kVA
Motor 1656 VA 125.00% 2070 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...108 A 112 A 113 A
Total Load:12920 VA 13338 VA 13546 VA
89 ---- -- 0 VA / 0 VA 90
87 ---- -- 0 VA / 0 VA 88
85 LP1(R)225 A 3 0 VA / 0 VA 86
83 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 84
81 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 82
79 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 80
77 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 78
75 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 76
73 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 74
71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72
69 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 70
67 SPO # OFCT-20 20 A 1 180 VA / 180... 1 20 A SPO # OFV-21 68
65 ---- -- 1000 VA / 18... 1 20 A SPO # HD-37 66
63 SPO#HT-4 - VEST 100 30 A 2 1000 VA / 18... 1 20 A SPO # HD-38 64
61 SPO # HD-35 20 A 1 180 VA / 180... 1 20 A SPO # HD-36 62
59 SPO # OFCT-19 20 A 1 180 VA / 540... 1 20 A RECPT ICE ARENA LOBBY 114 60
57 OVERHEAD DOOR-7 20 A 1 1656 VA / 18... 1 20 A SPO # HD-31 58
55 SPO # HD-30 20 A 1 180 VA / 180... 1 20 A SPO # HD-29 56
53 RECEPT. RM 165, 166 20 A 1 720 VA / 180... 1 20 A SPO # HD-25 54
51 SPO # HD-24 20 A 1 180 VA / 552... 1 20 A SPO#MBH-1 52
49 SPO # HD-23 20 A 1 180 VA / 100... 1 20 A FAAP-2 VESTIBULE 100 50
47 ---- -- 270 VA / 360... 1 20 A RECEPT. 204 48
45 SPO # PRJ-3 20 A 2 270 VA / 300... 1 20 A SPO # CPY-2 46
43 RECEPT. RM 101 20 A 1 360 VA / 100... 1 20 A SPO # AV-2 44
41 RECEPT. RM 157, 158, 157(A) 20 A 1 540 VA / 100... 1 20 A SPO # SC-7 42
39 SPO # AV-1 20 A 1 1000 VA / 30... 1 20 A SPO # ELC-1 40
37 SPO # ELC-2 20 A 1 300 VA / 900... 1 20 A RECEPT. RM 110 38
35 RECEPT. RM 111 20 A 1 1080 VA /... 1 20 A SPO # REF-1 36
33 RECEPT. RM 109 20 A 1 360 VA / 120... 1 20 A SPO # M-1 34
31 RECEPT. RM 109 20 A 1 540 VA / 500... 1 20 A SPO # SD-2 32
29 SPO # COF-1 20 A 1 1200 VA / 30... 1 20 A SPO # ELC-3 30
27 SPO # SD-1 20 A 1 500 VA / 300... 1 20 A SPO # CPY-1 28
25 SPO # ELC-4 20 A 1 300 VA / 198... 1 20 A RECEPT. RM 107 26
23 RECEPT. RM 112 20 A 1 1080 VA /... 1 20 A RECEPT. RM 112 24
21 RECEPT. RM 108 20 A 1 1440 VA /... 1 20 A RECEPT. RM 101 22
19 RECEPT. RM 101 20 A 1 360 VA / 180... 1 20 A OPTICAL FLUSH VALVE- 4 20
17 OPTICAL FAUCET- 6 20 A 1 180 VA / 180... 1 20 A SPO # HD-18 18
15 SPO # HD-17 20 A 1 180 VA / 200... 1 20 A SPO # IT30A3 16
13 SPO # DF-4 20 A 1 600 VA / 360... 1 20 A SPO # ST=3 14
11 RECEPT. RM 104 20 A 1 360 VA / 276... 1 20 A SPO#MS1 12
9 SPO # PRS-3 20 A 1 300 VA / 360... 1 20 A SPO # ST-2 10
7 RECEPT. RM 156 20 A 1 720 VA / 100... 1 20 A SPO # SC-6 8
5 SPO # PRS-2 20 A 1 300 VA / 100... 1 20 A SPO # SC-5 6
3 SPO # ST-1 20 A 1 360 VA / 108... 1 20 A RECPT ICE ARENA LOBBY 114 4
1 RECEPT. RM 156 20 A 1 1260 VA / 30... 1 20 A SPO # PRS-1 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:225 A
Supply From:T-1 Phases:3 Mains Type:MCB
Location:ELECTRIC (157)Volts:120/208 Wye Bussing:
Panel Desgination: LP1(L)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:0 A
Total Conn. Current:0 A
Total Est. Demand:0 kVA
Total Conn. Load:0 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...0 A 0 A 0 A
Total Load:0 VA 0 VA 0 VA
83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84
81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82
79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80
77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78
75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76
73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74
71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72
69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70
67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68
65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66
63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64
61 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 62
59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60
57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58
55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56
53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54
51 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 52
49 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 50
47 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 48
45 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 46
43 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 44
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36
33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34
31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32
29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30
27 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 28
25 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 26
23 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 24
21 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 22
19 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 20
17 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 18
15 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 16
13 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 14
11 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 12
9 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 10
7 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 8
5 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 6
3 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 4
1 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:225 A
Supply From:LP1(L)Phases:3 Mains Type:MCB
Location:ELECTRIC (157)Volts:120/208 Wye Bussing:
Panel Desgination: LP1(R)
PANEL SCHEDULE
10/13/202310/04/2023
BID DOCUMENT SET
1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING
CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL
VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING
THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH
STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE
SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS.
2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE.
3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R
INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND
ADDITIONAL DETAILS.
4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE
EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED.
GENERAL NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
ELECTRICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.5
10/04/2023
220025.00 C2023-15
NOTES:
Total Est. Demand Current:236 A
Total Conn. Current:285 A
Total Est. Demand:85 kVA
Total Conn. Load:103 kVA
Special Outlet 55321 VA 100.00% 55321 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...282 A 284 A 291 A
Total Load:33799 VA 34087 VA 34890 VA
89 ---- -- 11440 VA / 0...90
87 ---- -- 9424 VA / 0...88
85 LP2(R)225 A 3 13060 VA / 0...86
83 SPO # HD-41 20 A 1 1000 VA /... 1 20 A DRINK RAILS-18 84
81 SPO # HD-40 20 A 1 1000 VA /... 1 20 A SPO # HD-39 82
79 SPO # HD-33 20 A 1 1000 VA /... 1 20 A SPO # HD-33 80
77 RECPT MEN 122 20 A 1 360 VA / 100... 1 20 A SPO # HD-32 78
75 RECPT WOMEN 118 20 A 1 540 VA / 100... 1 20 A SPO # HD-22 76
73 SPO # GWH-3 20 A 1 600 VA / 100... 1 20 A SPO # HD-21 74
71 OPTICAL FAUCET-13 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET-15 72
69 OPTICAL FAUCET-18 20 A 1 180 VA / 333... -- -- --70
67 OPTICAL FAUCET-15 20 A 1 180 VA / 333... -- -- --68
65 SPO # POP-1 20 A 1 1643 VA / 33... 3 40 A SPO # CO-2 66
63 ---- -- 3167 VA /... -- -- --64
61 ---- -- 3167 VA /... -- -- --62
59 SPO # RC-1 40 A 3 3167 VA /... 3 40 A SPO # RC-2 60
57 RECEPT. RM 115 (A) 20 A 1 1000 VA /... 1 20 A RECEPT. RM 116 58
55 RECEPT. RM 116 20 A 1 360 VA / 200... 1 20 A RECEPT. RM 115 (A) 56
53 SPO # GRI-1 20 A 1 1650 VA / 64... 1 20 A SPO # REF-3 54
51 SPO # DIS-1 20 A 1 1020 VA /... 1 20 A SPO # DIS-2 52
49 SPO # U/CR-3 20 A 1 480 VA / 115... 1 20 A SPO # FRZ-1 50
47 SPO # U/CR-4 20 A 1 480 VA / 480... 1 20 A SPO # U/CR-5 48
45 OPTICAL FAUCET-18 20 A 1 180 VA / 480... 1 20 A SPO # U/CR-2 46
43 SPO # U/RC-1 20 A 1 480 VA / 180... 1 20 A OPTICAL FLUSH VALVE-20 44
41 SPO # FRZ-2 20 A 1 1152 VA / 54... 1 20 A RECEPT. RM 115 (A) 42
39 RECEPT. RM 147,148,149 20 A 1 540 VA / 180... 1 20 A OPTICAL FAUCET- 10 40
37 SPO # IT30A5 20 A 1 200 VA / 200... 1 20 A SPO # IT30A4 38
35 RECEPT. RM 150 20 A 1 360 VA / 360... 1 20 A RECEPT. RM 150 36
33 RECEPT. RM 150 20 A 1 360 VA / 360... 1 20 A RECEPT. RM 150. 34
31 RECEPT. RM 150 20 A 1 360 VA / 360... 1 20 A RECEPT. RM 150 32
29 SPO # GL-2 20 A 1 360 VA / 360... 1 20 A SPO # SC-2 30
27 SPO # HD-20 20 A 1 1000 VA / 50... 1 20 A SPO # SD-3 28
25 RECEPT. RM 120, 121 20 A 1 540 VA / 180... 1 20 A OPTICAL FAUCET-17 26
23 OPTICAL FLUSH-16 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH-12 24
21 SPO # HD-15 20 A 1 1000 VA / 18... 1 20 A OPTICAL FAUCET-14 22
19 SPO # HD-16 20 A 1 1000 VA /... 1 20 A SPO # HD-14 20
17 SPO # HD-11 20 A 1 1000 VA /... 1 20 A SPO # HD-12 18
15 OPTICAL FAUCET-14 20 A 1 180 VA / 100... 1 20 A SPO # HD-13 16
13 OPTICAL FAUCET-17 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET-16 14
11 SPO # HD-10 20 A 1 1000 VA / 18... 1 20 A OPTICAL FLUSH VALVE-11 12
9 RECEPT. RM 123,124,125,126,127 20 A 1 900 VA / 540...1 20 A RECEPT. RM 153 10
7 RECEPT. RM 115 (A) 20 A 1 360 VA / 180... 1 20 A OPTICAL FAUCET-13 8
5 SPO # DF-5 20 A 1 600 VA / 720... 1 20 A RECEPT. RM 151 6
3 SPO # FRZ-3 20 A 1 936 VA / 900... 1 20 A RECEPT. RM 117, 119 4
1 RECEPT. RM 113 20 A 1 180 VA / 720... 1 20 A RECEPT. RM 144 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Recessed Wires 4 MCB Rating:225 A
Supply From:T-2 Phases:3 Mains Type:225 A
Location:ELECTRICAL (113)Volts:120/208 Wye Bussing:
Panel Desgination: LP2(L)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:194 A
Total Conn. Current:234 A
Total Est. Demand:70 kVA
Special Outlet 39880 VA 100.00% 39880 VA Total Conn. Load:84 kVA
Motor 4968 VA 108.33% 5382 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...237 A 225 A 244 A
Total Load:28197 VA 27000 VA 29071 VA
89 ---- -- 0 VA / 4680... -- -- --90
87 ---- -- 0 VA / 4680... -- -- --88
85 ---- 3 0 VA / 7020... 3 300 A LP3(R)86
83 ---- -- 1000 VA / 0... 1 20 A SPARE 84
81 SPO # HT-1 - SHOP 170 30 A 2 1000 VA / 0... 1 20 A SPARE 82
79 OVERHEAD DOOR-2 20 A 1 1656 VA /... 1 20 A OVERHEAD DOOR-8 80
77 RECPT ICE ARENA LOBBY 114 20 A 1 360 VA / 165... 1 20 A OVERHEAD DOOR-1 78
75 DRINK RAILS-35 20 A 1 1170 VA /... 1 20 A DRINK RAILS-36 76
73 DRINK RAILS-33 20 A 1 1170 VA /... 1 20 A DRINK RAILS-34 74
71 DRINK RAILS-31 20 A 1 1170 VA /... 1 20 A DRINK RAILS-32 72
69 DRINK RAILS-29 20 A 1 1170 VA /... 1 20 A DRINK RAILS-30 70
67 OPTICAL FLUSH VALVE-19 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH VALVE-10 68
65 OPTICAL FAUCET-12 20 A 1 180 VA / 108... 1 20 A SPO # EL20, EL21, EL22 66
63 SPO # ELC-5 20 A 1 500 VA / 100... 1 20 A SPO # HD-19 64
61 SPO # EL17, EL18, EL19 20 A 1 1080 VA / 50... 1 20 A SPO # ELC-6 62
59 SPO # CSB-3 20 A 1 360 VA / 360... 1 20 A SPO # CSB-4 60
57 SPO # CSB-1 20 A 1 360 VA / 360... 1 20 A SPO # CSB-2 58
55 SPO # EL4, EL5, EL6 20 A 1 1080 VA / 72... 1 20 A SPO # EL7, EL8 56
53 ---- -- 2500 VA /... -- -- --54
51 SPO # D-1 20 A 2 2500 VA /... 2 20 A SPO # D-2 52
49 SPO # W-2 20 A 1 1500 VA /... 1 20 A SPO # W-3 50
47 OPTICAL FAUCET- 8 20 A 1 180 VA / 100... 1 20 A SPO # HD-3 48
45 SPO # DF-2 20 A 1 600 VA / 100... 1 20 A OPTICAL FLUSH-9 46
43 RECEPT. RM 128/129 20 A 1 720 VA / 600... 1 20 A SPO # GWH-4 44
41 RECEPT. RM 126 20 A 1 180 VA / 900... 1 20 A RECEPT. RM 131 42
39 SPO # HD-4 20 A 1 1000 VA / 72... 1 20 A RECEPT. RM 132 40
37 OPTICAL FAUCET-7 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH-8 38
35 SPO # WS-2 20 A 1 500 VA / 360... 1 20 A RECEPT. RM 126 36
33 RECEPT. RM 124 20 A 1 1000 VA / 72... 1 20 A RECEPT.RM 144/179 34
31 RECEPT. RM 134 20 A 1 540 VA / 360... 1 20 A RECEPT. RM 134 32
29 RECEPT. RM 125 20 A 1 720 VA / 180... 1 20 A RECEPT. RM 125 30
27 SPO # SC-1 20 A 1 360 VA / 108... 1 20 A SPO # EL1, EL2, EL3 28
25 SPO # GL-1 20 A 1 360 VA / 665... -- -- --26
23 SPO # W-1 20 A 1 1330 VA / 66... 2 20 A SPO # D-1 24
21 SPO # DF-3 20 A 1 600 VA / 360... 1 20 A RECEPT. RM 144 22
19 SPO # GWH-2 20 A 1 600 VA / 100... 1 20 A FACP 20
17 SPO # HD-2 20 A 1 1000 VA /... 1 20 A RECEPT. RM 143 18
15 OPTICAL FLUSH VALVE-7 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET-9 16
13 SPO # HD-1 20 A 1 1000 VA / 18... 1 20 A OPTICAL FAUCET-11 14
11 RECEPT. PASSAGE 135 20 A 1 540 VA / 108... 1 20 A RECEPT. RM 137, 138, 139, 140 12
9 REC. RM. 152 20 A 1 900 VA / 360... 1 20 A RECEPT. RM 145 10
7 SPARE 20 A 1 0 VA / 1200... 1 20 A SPO - ICE PIT DRAIN - RM170 8 G
5 RECEPT. 135 20 A 1 1080 VA /... 1 20 A RECEPT. RM 170 6
3 RECEPT. RM 168 20 A 1 720 VA / 540... 1 20 A RECEPT. RM 169 4
1 SPO # GWH-5 20 A 1 600 VA / 600... 1 20 A SPO # GWH-6 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Surface Wires 4 MCB Rating:300 A
Supply From:T-3 Phases:3 Mains Type:MCB
Location:MECHANICAL (168)Volts:120/208 Wye Bussing:
Panel Desgination: LP3(L)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:109 A
Total Conn. Current:109 A
Total Est. Demand:39 kVA
Special Outlet 28040 VA 100.00% 28040 VA Total Conn. Load:39 kVA
Motor 816 VA 125.00% 1020 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...116 A 108 A 105 A
Total Load:13833 VA 12867 VA 12595 VA
83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84
81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82
79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80
77 SPACE -- 1 0 VA / 0 VA 1 20 A SPARE 78
75 SPACE -- 1 0 VA / 0 VA 1 20 A SPARE 76
73 SPACE -- 1 0 VA / 0 VA 1 20 A SPARE 74
71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72
69 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 70
67 SPARE 20 A 1 0 VA / 1000... -- -- --68
65 SPARE 20 A 1 0 VA / 1000... 2 30 A SPO#HT-3 - J.C. 114 66
63 REC. - FAMILY RR 106 20 A 1 360 VA / 100... -- -- --64
61 ---- -- 1000 VA /... 2 30 A SPO#HT-3 - VEST 100 62
59 SPO#HT-2 - VEST 100 30 A 2 1000 VA / 77... -- -- --60
57 SPO#MBH-6 20 A 1 552 VA / 770... 2 20 A SPO # PRJ-2 58
55 SPO#MS4 20 A 1 276 VA / 552... 1 20 A SPO#MBH-5 56
53 ---- -- 200 VA / 276... 1 20 A SPO#MS3 54
51 ---- -- 200 VA / 276... 1 20 A SPO#MS2 52
49 SPO # PW-5 RM 188 20 A 3 200 VA / 720... 1 20 A Receptacle 50
47 OPTICAL FLUSH VALVE-29 20 A 1 180 VA / 200... -- -- --48
45 OPTICAL FAUCET-31 20 A 1 180 VA / 200... -- -- --46
43 SPO # DF-7 20 A 1 600 VA / 200... 3 20 A SPO # PW-5 RM 188 44
41 RECEPT. RM 187 20 A 1 900 VA / 180... 1 20 A OPTICAL FAUCET-33 42
39 RECEPT. RM 104 , 105 20 A 1 1440 VA / 18... 1 20 A OPTICAL FAUCET-32 40
37 SPO # ESP-1 20 A 1 816 VA / 180... 1 20 A OPTICAL FLUSH VALVE-28 38
35 RECEPT. RM 180A 20 A 1 720 VA / 540... 1 20 A RECEPT. RM 189 36
33 ---- -- 667 VA / 900... 1 20 A RECEPT. RM 184(C) 34
31 ---- -- 667 VA / 720... 1 20 A RECEPT. RM 103 32
29 SPO # STG-3-1 20 A 3 667 VA / 720... 1 20 A RECEPT. RM 102 30
27 ---- -- 541 VA / 126... 1 20 A RECEPT. RM 181(A) 28
25 ---- -- 541 VA / 541... -- -- --26
23 SPO # PW-3 RM 156 20 A 3 541 VA / 541... -- -- --24
21 RECEPT. STAGE 2 20 A 1 360 VA / 541... 3 20 A SPO # PW-4 RM 156 22
19 OPTICAL FLUSH VALVE-30 20 A 1 180 VA / 667... -- -- --20
17 ---- -- 541 VA / 667... -- -- --18
15 ---- -- 541 VA / 667... 3 20 A SPO # STG-2-1 16
13 SPO # PW-1 RM 156 20 A 3 541 VA / 541... -- -- --14
11 RECEPT. RM 182(B) 20 A 1 1080 VA / 54... -- -- --12
9 ---- -- 667 VA / 541... 3 20 A SPO # PW-2 RM 156 10
7 ---- -- 667 VA / 667... -- -- --8
5 SPO # STG-4-1 20 A 3 667 VA / 667... -- -- --6
3 RECEPT. STAGE 1 20 A 1 360 VA / 667... 3 20 A SPO # STG-1-1 4
1 RECPT STG-3 20 A 1 360 VA / 120... 1 20 A SPO#MBH-3&4 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Surface Wires 4 MCB Rating:225 A
Supply From:T-5 Phases:3 Mains Type:MCB
Location:ELECTRIC (157)Volts:120/208 Wye Bussing:
Panel Desgination: LP5
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:37 A
Total Conn. Current:45 A
Total Est. Demand:13 kVA
Total Conn. Load:16 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...59 A 39 A 39 A
Total Load:7020 VA 4680 VA 4680 VA
83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84
81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82
79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80
77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78
75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76
73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74
71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72
69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70
67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68
65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66
63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64
61 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 62
59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60
57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58
55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56
53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54
51 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 52
49 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 50
47 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 48
45 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 46
43 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 44
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30
27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18
15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16
13 DRINK RAILS-55 20 A 1 1170 VA /... 1 20 A DRINK RAILS-68 14
11 DRINK RAILS-53 20 A 1 1170 VA /... 1 20 A DRINK RAILS-54 12
9 DRINK RAILS-51 20 A 1 1170 VA /... 1 20 A DRINK RAILS-52 10
7 DRINK RAILS-49 20 A 1 1170 VA /... 1 20 A DRINK RAILS-50 8
5 DRINK RAILS-47 20 A 1 1170 VA /... 1 20 A DRINK RAILS-48 6
3 DRINK RAILS-45 20 A 1 1170 VA /... 1 20 A DRINK RAILS-46 4
1 DRINK RAILS-70 20 A 1 1170 VA /... 1 20 A DRINK RAILS-44 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Surface Wires 4 MCB Rating:300 A
Supply From:LP3(L)Phases:3 Mains Type:MCB
Location:MECHANICAL (168)Volts:120/208 Wye Bussing:
Panel Desgination: LP3(R)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:64 A
Total Conn. Current:94 A
Total Est. Demand:23 kVA
Total Conn. Load:34 kVA
Special Outlet 2000 VA 100.00% 2000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...111 A 79 A 98 A
Total Load:13060 VA 9424 VA 11440 VA
83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84
81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82
79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80
77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78
75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76
73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74
71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72
69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70
67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68
65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66
63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64
61 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 62
59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60
57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58
55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56
53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54
51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52
49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50
47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48
45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46
43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44
41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34
31 RECEPT. RM 203 20 A 1 360 VA / 100... 1 20 A SPO # AV-6 32
29 RECEPT. RM 202 20 A 1 1080 VA /... 1 20 A SPO U/C REFRIGERATOR-6 30
27 DRINK RAILS-12 20 A 1 32 VA / 32 VA 1 20 A DRINK RAILS-11 28
25 DRINK RAILS-17 20 A 1 1170 VA /... 1 20 A DRINK RAILS-15 26
23 DRINK RAILS-14 20 A 1 1170 VA /... 1 20 A DRINK RAILS-13 24
21 DRINK RAILS-66 20 A 1 1170 VA /... 1 20 A DRINK RAILS-67 22
19 DRINK RAILS-19 20 A 1 1170 VA /... 1 20 A DRINK RAILS-43 20
17 DRINK RAILS-21 20 A 1 1170 VA /... 1 20 A DRINK RAILS-20 18
15 DRINK RAILS-23 20 A 1 1170 VA /... 1 20 A DRINK RAILS-22 16
13 DRINK RAILS-25 20 A 1 1170 VA /... 1 20 A DRINK RAILS-24 14
11 DRINK RAILS-28 20 A 1 1170 VA /... 1 20 A DRINK RAILS-26 12
9 DRINK RAILS-64 20 A 1 1170 VA /... 1 20 A DRINK RAILS-65 10
7 DRINK RAILS-62 20 A 1 1170 VA /... 1 20 A DRINK RAILS-63 8
5 DRINK RAILS-60 20 A 1 1170 VA /... 1 20 A DRINK RAILS-61 6
3 DRINK RAILS-58 20 A 1 1170 VA /... 1 20 A DRINK RAILS-59 4
1 DRINK RAILS-56 20 A 1 1170 VA /... 1 20 A DRINK RAILS-57 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Recessed Wires 4 MCB Rating:225 A
Supply From:LP2(L)Phases:3 Mains Type:225 A
Location:ELECTRICAL (113)Volts:120/208 Wye Bussing:
Panel Desgination: LP2(R)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:138 A
Total Conn. Current:133 A
Total Est. Demand:50 kVA
Special Outlet 10584 VA 100.00% 10584 VA Total Conn. Load:48 kVA
Motor 32753 VA 105.24% 34469 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...132 A 129 A 140 A
Total Load:15787 VA 15446 VA 16784 VA
59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60
57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58
55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56
53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54
51 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 52
49 SPARE 20 A 1 0 VA / 1144... -- -- --50
47 ---- -- 3432 VA /... 2 25 A AC-4B 48
45 AC-7B 40 A 2 3432 VA /... -- -- --46
43 ---- -- 1144 VA /... 2 25 A AC-3B 44
41 AC-6B 25 A 2 1144 VA /... -- -- --42
39 RECEPT. ROOF 20 A 1 540 VA / 114... 2 25 A AC-5B 40
37 RECEPT. ROOF 20 A 1 1080 VA /... 1 20 A RECEPT. ROOF 38
35 RECEPT. ROOF 20 A 1 720 VA / 0 VA 36
33 RECEPT. ROOF 20 A 1 540 VA / 0 VA 34
31 ---- -- 1144 VA / 0...32
29 AC-1B 25 A 2 1144 VA /... -- -- --30
27 UH-1 15 A 1 444 VA / 114... 2 25 A AC-2B 28
25 F-05 15 A 1 675 VA / 156... 1 20 A SPO # TMV-3 26
23 F-03 15 A 1 384 VA / 384... 1 15 A F-04 24
21 F-01 15 A 1 218 VA / 696... 1 15 A F-02 22
19 SPO # CP-4 20 A 1 1560 VA / 72... 1 20 A RECEPT. ROOF 20
17 SPO # CP-1 20 A 1 1560 VA /... 1 20 A SPO # CP-5 18
15 SPO # CP-2 20 A 1 1560 VA /... 1 20 A SPO # CP-3 16
13 IR-13 20 A 1 756 VA / 756... 1 20 A IR-14 14
11 IR-11 20 A 1 756 VA / 756... 1 20 A IR-12 12
9 IR-9 20 A 1 756 VA / 756... 1 20 A IR-10 10
7 IR-7 20 A 1 756 VA / 756... 1 20 A IR-8 8
5 IR-5 20 A 1 756 VA / 756... 1 20 A IR-6 6
3 IR-3 20 A 1 756 VA / 756... 1 20 A IR-4 4
1 IR-1 20 A 1 756 VA / 756... 1 20 A IR-2 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:
Mounting:Surface Wires 4 MCB Rating:225 A
Supply From:T-7 Phases:3 Mains Type:MCB
Location:MECHANICAL (168)Volts:120/208 Wye Bussing:
Panel Desgination: MP1
PANEL SCHEDULE
10/13/202310/04/2023
BID DOCUMENT SET
1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING
CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL
VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING
THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH
STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE
SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS.
2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE.
3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R
INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND
ADDITIONAL DETAILS.
4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE
EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED.
GENERAL NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
ELECTRICAL SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E5.6
10/04/2023
220025.00 C2023-15
NOTES:
Total Est. Demand Current:0 A
Total Conn. Current:0 A
Total Est. Demand:0 kVA
Total Conn. Load:0 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...0 A 0 A 0 A
Total Load:0 VA 0 VA 0 VA
83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84
81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82
79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80
77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78
75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76
73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74
71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72
69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70
67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68
65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66
63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64
61 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 62
59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60
57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58
55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56
53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54
51 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 52
49 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 50
47 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 48
45 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 46
43 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 44
41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42
39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40
37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38
35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36
33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34
31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32
29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30
27 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 28
25 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 26
23 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 24
21 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 22
19 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 20
17 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 18
15 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 16
13 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 14
11 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 12
9 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 10
7 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 8
5 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 6
3 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 4
1 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Surface Wires 4 MCB Rating:300 A
Supply From:LP4(L)Phases:3 Mains Type:MCB
Location:LOADING (160)Volts:120/208 Wye Bussing:
Panel Desgination: LP4(R)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:196 A
Total Conn. Current:216 A
Kitchen 18221 VA 94.47% 17213 VA Total Est. Demand:71 kVA
Special Outlet 18560 VA 100.00% 18560 VA Total Conn. Load:78 kVA
Motor 13964 VA 116.11% 16213 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...256 A 221 A 183 A
Total Load:30135 VA 25863 VA 21927 VA
89 ---- -- 0 VA / 0 VA 90
87 ---- -- 0 VA / 0 VA 88
85 LP4(R)300 A 3 0 VA / 0 VA 86
83 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 84
81 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 82
79 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 80
77 0 VA / 1656... 1 20 A OVERHEAD DOOR-6 78
75 ---- -- 5750 VA /... 1 20 A OVERHEAD DOOR-4 76
73 SPO # OVEN-3 20 A 2 5750 VA /... 1 20 A OVERHEAD DOOR-3 74
71 SPO # AV-5 20 A 1 1000 VA /... 1 20 A SPO # ST-4 72
69 70
67 DRINK RAILS-41 20 A 1 1170 VA /... 1 20 A DRINK RAILS-42 68
65 DRINK RAILS-39 20 A 1 1170 VA /... 1 20 A DRINK RAILS-40 66
63 DRINK RAILS-37 20 A 1 1170 VA /... 1 20 A DRINK RAILS-38 64
61 DRINK RAILS-9 20 A 1 1170 VA /... 1 20 A DRINK RAILS-10 62
59 DRINK RAILS-7 20 A 1 1170 VA /... 1 20 A DRINK RAILS-8 60
57 DRINK RAILS-5 20 A 1 1170 VA /... 1 20 A DRINK RAILS-6 58
55 DRINK RAILS-3 20 A 1 1170 VA /... 1 20 A DRINK RAILS-4 56
53 SPO # AV-4 20 A 1 1000 VA /... -- -- --54
51 DRINK RAILS-2 20 A 1 1170 VA /... -- -- --52
49 SPO # ELL-1 20 A 1 500 VA / 299... 3 60 A SPO # ELV-1 50
47 SPO # EA-1 20 A 1 500 VA / 180... 1 20 A RECEPT. RM 152 48
45 SPO # GL-3 20 A 1 120 VA / 100... 1 20 A SPO # SC-4 46
43 SPO # ST-5 20 A 1 1000 VA /... 1 20 A SPO # EL26, EL27, EL28 44
41 SPO # CSB7, CSB8 20 A 1 720 VA / 720... 1 20 A SPO # EL23,EL24,EL25 42
39 SPO # EL12, EL13, EL14, EL15, EL16 20 A 1 1800 VA /... 1 20 A SPO # OVEN-4 40
37 SPO # CSB5, CSB6 20 A 1 720 VA / 648... 1 20 A SPO # REF-6 38
35 SPO # EL9, EL10, EL11 20 A 1 1080 VA / 18... 1 20 A RECEPT. RM 160 36
33 SPO # REF-5 20 A 1 648 VA / 120... 1 20 A SPO # GL-4 34
31 SPO # IT30A2 20 A 1 200 VA / 100... 1 20 A SPO # SC-3 32
29 RECEPT. RM 175 20 A 1 720 VA / 180... 1 20 A RECEPT. RM 154B 30
27 RECEPT. RM 167 20 A 1 1440 VA / 54... 1 20 A RECEPT. RM 173,174 28
25 SPO # GWH-1 20 A 1 600 VA / 117... 1 20 A DRINK RAILS-1 26
23 OPTICAL FLUSH VALVE- 4 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET- 3 24
21 OPTICAL FLUSH VALVE- 3 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH VALVE- 5 22
19 OPTICAL FAUCET- 2 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH VALVE- 2 20
17 SPO # HD-5 20 A 1 1000 VA / 36... 1 20 A RECEPT. RM 162,163 18
15 OPTICAL FLUSH VALVE- 1 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET- 1 16
13 SPO # AV-3 20 A 1 1000 VA / 72... 1 20 A RECEPT. RM 164 14
11 SPO # DF-1 20 A 1 600 VA / 400... -- -- --12
9 ---- -- 792 VA / 400... -- -- --10
7 ---- -- 792 VA / 400... 3 40 A SPO # CO-1 8
5 SPO # DISP-1 20 A 3 792 VA / 180... 1 20 A OPTICAL FAUCET- 4 6
3 SPO # REF-2 20 A 1 648 VA / 180... 1 20 A OPTICAL FAUCET- 5 4
1 RECEPT. RM 101 20 A 1 1080 VA /... 1 20 A RECEPT. RM 159 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:14000
Mounting:Surface Wires 4 MCB Rating:300 A
Supply From:T-4 Phases:3 Mains Type:MCB
Location:LOADING (160)Volts:120/208 Wye Bussing:
Panel Desgination: LP4(L)
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:397 A
Total Conn. Current:397 A
Total Est. Demand:143 kVA
Total Conn. Load:143 kVA
Special Outlet 142940 VA 100.00% 142940 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...400 A 400 A 393 A
Total Load:47903 VA 47903 VA 47133 VA
83 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 84
81 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 82
79 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 80
77 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 78
75 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 76
73 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 74
71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72
69 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 70
67 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 68
65 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 66
63 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 64
61 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 62
59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60
57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58
55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56
53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54
51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52
49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50
47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48
45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46
43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44
41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32
29 ---- -- 4333 VA / 0... 1 20 A SPARE 30
27 ---- -- 4333 VA / 77... -- -- --28
25 SPO # SPB-4 60 A 3 4333 VA / 77... 2 20 A SPO # PRJ-1 26
23 ---- -- 8400 VA /... -- -- --24
21 ---- -- 8400 VA /... -- -- --22
19 SPO # RSP-1 100 A 3 8400 VA /... 3 60 A SPO # SPB-3 20
17 ---- -- 4333 VA /... -- -- --18
15 ---- -- 4333 VA /... -- -- --16
13 SPO # SPB-2 60 A 3 4333 VA /... 3 100 A SPO # RSP-2 14
11 ---- -- 4333 VA /... -- -- --12
9 ---- -- 4333 VA /... -- -- --10
7 SPO#SBP-6 60 A 3 4333 VA /... 3 60 A SPO # SPB-1 8
5 ---- -- 4333 VA /... -- -- --6
3 ---- -- 4333 VA /... -- -- --4
1 SPO#SBP-5 60 A 3 4333 VA /... 3 60 A SPO#SBP-8 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:
Mounting:Surface Wires 4 MCB Rating:300 A
Supply From:75 kVA, 277 V/480 V,...Phases:3 Mains Type:MCB
Location:Volts:120/208 Wye Bussing:
Panel Desgination: LP6
PANEL SCHEDULE
NOTES:
Total Est. Demand Current:133 A
Total Conn. Current:107 A
Total Est. Demand:48 kVA
Total Conn. Load:38 kVA
EV Charger 38400 VA 125.00% 48000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
S = SHUNT TRIP CKT = CIRCUIT
G = GROUND FAULT SENSING CB = CIRCUIT BREAKER
E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER
N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY
CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS:
Total...126 A 126 A 80 A
Total Load:14400 VA 14400 VA 9600 VA
23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18
15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16
13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14
11 ---- -- 4800 VA / 0... -- -- --12
9 EV CHARGER-4 50 A 2 4800 VA / 0... 2 50 A SPARE 10
7 ---- -- 4800 VA / 0... -- -- --8
5 EV CHARGER-3 50 A 2 4800 VA / 0... 2 50 A SPARE 6
3 ---- -- 4800 VA /... -- -- --4
1 EV CHARGER-1 50 A 2 4800 VA /... 2 50 A EV CHARGER-2 2
CB
INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
CB
INFO
Number of Tubs:1 A.I.C. Rating:18000
Mounting:Surface Wires 4 MCB Rating:225 A
Supply From:T-8 Phases:3 Mains Type:MCB
Location:ELEC 134 Volts:120/208 Wye Bussing:
Panel Desgination: EV
PANEL SCHEDULE
10/13/202310/04/2023
BID DOCUMENT SET
TV
#2 WALKERDUCT PRO
SERIES, OR EQUAL. ONE
FOR POWER, ONE FOR
COMMUNICATIONS.
NOTES:
1. PROVIDE DUCT SUPPORTS FOR SLAB ON GRADE
INSTALLATION (AS SHOWN ON DETAIL). WHEN DUCT IS
MOUNTED ON STEEL METAL DECK, THEN SECURE DUCT TO
METAL DECK BY WELDING.
2. PROVIDE 1/4" OF CONCRETE TOPPING OVER PRESET.
3. PROVIDE FLUSH COVER CARPET PLATE OR BRASS DOUBLE
TRIM PLATE AS REQUIRED, WITH 3/4" CONDUIT FITTING.
PROVIDE CARPET FOR PLAT AS REQUIRED.
X
2" PRESET
SEE NOTE 1
2'-0" ON CENTER
SEE NOTE 3
90° ELBOW
SEE NOTE 2
CONNECTION
SEALTIGHT FLEX
COMMUNICATION WIRING.
INTERNAL POWER AND
SECTION FOR
DIVIDED RACEWAY
MODULAR
FURNITURE
WALL.
WIREMOLD
RFB4 SERIES
OR EQUAL
RECESSED
FLOOR BOX
NOTES:
1. PROVIDE FLOOR PORT "FP" SERIES OR EQUAL BRASS FURNITURE FEED ASSEMBLY, TILE CARPIT
FLANGE, WITH A 1" PLUG FOR POWER AND 2" PLUG FOR TELECOM.
2. INSTALL A (2) 1" CONDUIT FROM COMMUNICATION/DATA FLOOR BOX TO AN ACCESSIBLE
CEILING SPACE.
3. IN BOTH POWER AND COMMUNICATION/DATA FLOOR BOXES, LEAVE 6" OF EXTRA WIRE OR
CABLE TO ALLOW FOR REMOVAL OF COVER PLATE.
4. FOR ELECTRICAL SERVICE PROVIDE (1) 20AMP 3-POLE AND (1) 1-POLE BREAKERS.
5. THE FURNITURE WILL BE PRE-WIRED, USING AN 8-WIRE, FOUR CIRCUIT SYSTEM. SEALTITE FLEXFURNISHED WITH FURNITURE WIRED TO BUILDING BY E.C.
6. SEE FURNITURE PLANS FOR EXACT LOCATION OF ALL FURNITURE CONNECTIONS.
21
SEE NOTE 1
90° ELBOW
CONNECTION
1" SEALTIGHT FLEX
COMMUNICATION WIRING.INTERNAL POWER AND
SECTION FOR
DIVIDED RACEWAY
MODULAR
FURNITUREWALL.(TELECOM).
2" SEALTITE FLEX.
(POWER)
120/208V, 3PH, 4W
PANEL 1/A
FED FROM MSB, BKR. 4
NAMEPLATE COLOR:
NORMAL = BLACK
LETTER (FILL) COLOR:
NORMAL = WHITE
EQUIPMENT DESIGNATION
INDICATE VOLTAGE, NO.
OF PHASES, NO. OF
WIRES
ATTACH NAMEPLATE WITH
2 SCREWS
INDICATE WHERE THIS
EQUIPMENT IS FED
FROM
LETTERING
SHALL BE 1/4"
HIGH
65 KAIC
AIC RATING PER
SHORT CIRCUIT
STUDY1. VERIFY CHALK AND TACK LOCATIONS PRIOR TO ROUGH-IN.
DO NOT ROUGH-IN BEHIND BOARDS.
2. COORDINATE MOUNTING HEIGHT WITH ARCHITECT.
3. TV WALL BOX SHALL BE ARLINGTON INDUSTRIES. DVFR4W
POWER OUTLET SHALL BE SURGE PROTECTIVE AND HOSPITAL
GRADE. HUBBELL HBL8262 OR EQUAL.
NOTES:
QUADPLEX RECEPTACLE
CAT 6A OUTLET (RJ-45)
3/4" CONDUIT INTO
CEILING SPACE FOR EACH
TO PANEL
COAX OUTLET (RG-6 QUAD SHIELD)
TO CATV DISTRIBUTION
SEE NOTE 3
CAT6A
1" CONDUIT STUBBED INTO NEAREST
ACCESSIBLE CEILING CAVITY
SINGLE GANG TRIM RING
4" SQUARE, 2 1/8" DEEP BOX WITH
AND BUSHINGS AT BOTH ENDS
INSTALL PULL STRING IN CONDUIT
1. IF THE CONTRACTOR IS NOT PROVIDING TERMINATION
JACKS, PROVIDE A BLANK COVERPLATE. COVERPLATE SHALL
MATCH COLOR OF RECEPTACLE COVERPLATE.
NOTES:
PROVIDE
120-VOLT,
20-AMP GFI
OUTLET IN WALL
BEHIND VENDING
MACHINE
1.PROVIDE PRODUCT BY USA TECHNOLOGIES. (888)
561-4748 WWW.USATECH.COM
2.PROVIDE A "VEND MISER" CONTROLLER IF THE MACHINE IS
REFRIGERATED AND A "SNACK MISER" CONTROLLER IF THE MACHINE IS NOT REFRIGERATED.
3.INSTALL ALL COMPONENTS AND CABLE AS DIRECTED IN
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
NOTES:
INFRA-RED MOTION
SENSOR MOUNTED
ABOVE VENDING
MACHINE
PLUG-IN
ENERGY
CONTROLLER
CORD & PLUG
FROM VENDING
MACHINE
LOW VOLT CABLE
NOTES:
1. USE CHANNEL THAT IS AT LEAST 1 5/8" SLOTTED. UNISTRUT OR ACCEPTED EQUAL.
2. BOTTOM OF MOUNTING RACK SHALL BE AT 7'-0" MINIMUM.
3. MOUNT TRANSFORMER 6" MINIMUM FROM WALL.
4. EMBED PLATES IN PRECAST CEILING ABOVE ON 4' CENTERS. CONTRACTOR SHALL WELD UNI-STRUT TO
PLATES. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION (TYPICAL).
5. ALL STRUT AND HARDWARE BELOW 8' AFF SHALL BE TAPED YELLOW AND BLACK. ALSO COVER ROD
AND STRUT ENDS WITH SOLID FOAM.
LOCATION AS DIRECTED BY
LOCAL FIRE DEPARTMENT.
COORDINATE PRIOR TO
ROUGH-IN.
NOTE:
PROVIDE ALL CABLING AND CONNECTIONS AS
REQUIRED PER MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
PROVIDE HOMERUN FOR EACH
AREA STATION.
AT EACH AREA STATION SEE
PLANS FOR QUANTITY
120VOLT - SEE FLOOR PLANS
PROVIDE TELEPHONE CONNECTION
AS REQUIRED
TWO WAY COMMUNCATION RISER DIAGRAM
DIAGRAMMATIC
AS
ARI
MS
ARI RCC
VPD
BCC
DEVICE LEGEND
MS
RCC
BCC
AS
ARI
VPD
MASTER STATION , HOUSING DEVICES INC #HDI-ADAMS-XX SERIES OR APPROVED EQUAL. PROVIDE
WITH QUANTITY OF ZONES AS REQUIRED.
RELAY CARD CABINET , HOUSING DEVICES INC #HDI-ADARCC-XX SERIES OR APPROVED EQUAL. PROVIDE
WITH CONTROL BOARD AND QUANTITY OF RELAY CARDS AS REQUIRED.
BATTERY BACKUP CABINET , HOUSING DEVICES INC #HDI-ADA-BBU SERIES OR APPROVED EQUAL. BATTERY
BACKUP SYSTEM SHALL PROVIDE 2 HOUR SUPPORT FOR FULL ALARM CAPABILITY. PROVIDE WITH INTEGRAL
AUDIO AMPLIFIER SYSTEM. PROVIDE WITH TRANSFORMER AS REQUIRED.
AREA STATION , HOUSING DEVICES INC #HDI-ADA-100A SERIES OR APPROVED EQUAL.
TWO WAY COMMUNICATION INSTRUCTION SIGN , HOUSING DEVICES HDI-ADA-BS PROVIDE DIRECTIONAL
SIGNAGE AND INSTRUCTIONS AT 2ND FLOOR ELEVATOR AND WHERE REQUIRED BY THE BUILDING CODE.
COORDINATE EXACT REQUIREMENTS WITH THE LOCAL AHJ.
AUTO VOICE PHONE DIALER , PROVIDE TIMED-AUTOMATIC TELEPHONE DIAL OUT ACCESSORY FOR
CONNECTION TO REMOTE MONITORING LOCATION OR 911.
ALL MASTER AND AREA STATIONS ARE TO BE FLUSH MOUNTED WITH BACKBOXES PER
MANUFACTURER'S REQUIREMENTS.
NOTES
1. WIRE ALL DEVICES PER MANUFACTURER'S RECOMMENDATIONS.
2. COORDINATE ALL DEVICES PER REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.
3. PROVIDE ALL REQUIRED BACK BOXES AND SURFACE MOUNTED COLLARS FOR AREA STATIONS AND MASTER
STATIONS. SIZE PER MANUFACTURER'S RECOMMENDATIONS.
4. VERIFY LOCATIONS OF RELAY CARD CABINET AND BATTERY BACKUP WITH INSTALLER, PRIOR TO ROUGH-IN.
5. CORNELL, TALKAPHONE, AND JERRON ARE APPROVED EQUIVALENTS. OTHER EQUIVALENTS WILL BE
CONSIDERED BUT MUST BE SUBMITTED 10 DAYS PRIOR TO BID.
6. WHEN PROVIDING AN TWO-WAY COMMUNICATION SYSTEM (CALL-BOXES), PER INTERNATIONAL BUILDING CODE
1007.8 IT IS THE RESPONSIBILITY OF THE ELECTRICAL/LOW VOLTAGE CONTRACTOR TO INCLUDE IN THEIR BID ALL
COST ASSOCIATED TO HAVE AN AUTHORITY HAVING JURISDICTION APPROVED LICENSED DESIGN PROFESSIONAL
(ELECTRICAL ENGINEER) TO EVALUATE THE TWO-WAY COMMUNICATION SYSTEM (CALL-BOXES) AND DETERMINE
COMPLIANCE WITH THIRD PARTY LISTING STANDARDS, SUCH AS UNDERWRITERS LABORATORY (UL) OR AN
APPROVED EQUIVALENT BY THE AUTHORITY HAVING JURISDICTION.
7. ALL WIRING TO BE IN CONDUIT.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS
POWER DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E6.1
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"3 MODULAR FURNITURE WALL CONNECTION DETAIL
1/8" = 1'-0"4 MODULAR FURNITURE FLOOR BOX CONNECTION DETAILS 1
1/8" = 1'-0"7 PANELBOARD NAMEPLATE DETAIL
1/8" = 1'-0"6 RECEPTACLE TV OUTLET DETAIL 1
1/8" = 1'-0"2 TYPICAL DATA TELEPHONE OUTLET
1/8" = 1'-0"1 VENDING MACHINE ENERGY CONTROL
NTS8TYPICAL WALL OR COLUMN-MOUNTED TRANSFORMER
NTS5TWO WAY COMMUNICATION DETAIL
10/13/202310/04/2023
BID DOCUMENT SET
S S H
S S H
6''
12''
CL
ROOF
CONDUIT SLEEVE
OTHERWISE
SPLIT CLAMP
NEOPRENE
FLASHING OVER SLEEVE
FOLDED
DOWN BETWEEN SLEEVE AND
PIPE
1/4" SQ. PLATE 4" LARGER
THAN
SLEEVE DIAMETER
CONTINUOUSLY
WELDED TO PIPE SLEEVE
CLAMP COUNTERFLASHING TO
PIPE
WITH NEOPRENE SEAL
BETWEEN
PIPING AND FLASHING
WEATHERPROOF SEAL AT
END OF
CONDUIT.
PROVIDE UNISTRUT
STRUCTURE AND
CLAMP FOR LATERAL BRACING.
UNLESS INDICATED
1" CONDUIT
PROVIDE 180° END WHEN
CONDUIT DOES NOT TERMINATE
INTO WEATHERPROOF
ENCLOSURE.
DUCT
DUCT SMOKE DETECTOR
NOTES:
POWER AND SIGNAL
WIRING TO FIRE ALARM
SYSTEM.
FIRE ALARM CONTROL RELAY AT
ASSOCIATED AHU/RTU STARTER.
FORM "C".
TO DDC FOR SMOKE DAMPER
STATUS-OPEN/CLOSE BY
TEMP CONTROL CONTRACTOR.
24V DC POWER LIMITED FIRE
ALARM CIRCUIT. BY
ELECTRICAL CONTRACTOR.
SMOKE
DAMPER
BY M.C.
SMOKE
DAMPER
ACTUATOR
BY M.C.
24V DC POWER
LIMITED FIRE ALARM
CIRCUIT. BY
ELECTRICAL
CONTRACTOR.
N.C.
CONTACT TO
HAVE 30
SEC. T.D.
OPENS ON
ALARM BY
E.C.
1. PROVIDE CONTACTS AS SHOWN.
2. SEE SPECIFICATIONS FOR COORDINATION OF WORK WITH THE HVAC CONTRACTOR.
3. POWER SOURCE FOR DUCT SMOKE DETECTOR SHALL BE 24V DC.
4. ALL DEVICES SHALL BE ACCESSIBLE FOR NORMAL MAINTENANCE.
5. RELAY CONTACT FOR RTU/AHU CONTROL SHALL CHANGE STATE IMMEDIATELY
UPON SMOKE DETECTION.
6. DETECTOR SHALL BE COORDINATE WITH MECHANICAL CONTRACTOR. SEE
MECHANICAL DRAWINGS FOR EXACT LOCATION. E.C. PROVIDES, M.C. INSTALLS, E.C.
WIRES TO FINAL FIRE ALARM CONTROLS SYSTEM.
7. FIRE ALARM RELAY AT STARTER SHALL BE RATED FOR COIL/CONTROL VOLTAGE OF
THE STARTER.
8. DAMPER CONTROL SHALL BE RESETTABLE FROM THE FIRE ALARM CONTROL
PANEL. MAINTENANCE STAFF SHALL NOT NEED TO BE AT THE DETECTOR OR THE
DAMPER TO RESET TO NORMAL CONDITION.
9. PROVIDE REMOTE RESET AND TESTING DEVICE ON THE BUILDING SERVICES AND
ROOM ___ WALL IN A VISIBLE PLACE. COORDINATE FINAL LOCATION WITH MECH.
CONTRACTOR.
10. COORDINATE WITH HVAC DETAIL _ ON SHEET _.
S
R
1. ALL WIRING AND CABLES SHALL BE STRAPPED AS FAR UP AND BACK
AS POSSIBLE SO THEY ARE NOT VISIBLE.
2. PLUMBING CONTRACTOR SHALL PROVIDE LOW VOLT CABLING AS
DIRECTED BY MANUFACTURER.
3. LOW VOLT CABLE TO ENTER FAUCET FROM BELOW COUNTER.
4. DETAIL TYPICAL FOR MEN'S AND WOMEN'S TOILET ROOMS.
NOTES:
SINGLE GFI RECEPTACLE
BELOW SINK COUNTER AS
HIGH AS POSSIBLE. BY
ELECTRICAL CONTRACTOR.
CONNECT TO
EXISTING
RECEPTACLE
CIRCUIT.
POWER SUPPLY
PROVIDED BY
PLUMBING
CONTRACTOR.
LOW VOLT CABLE
TO FAUCET. (TYP.)
39
CONNECT TO
EXISTING
RECEPTACLE
CIRCUIT.
E.C SHALL PROVIDE
4" BACK BOX
ABOVE CEILING.
LOW VOLT WIRING
BY P.C IN 1/2"
CONDUIT. BY E.C.
TOILETS/URINALS
MAY BE WIRED ON
SAME 24VAC
CIRCUIT.
SENSOR PLATE
MOUNTED ON
FLUSH 2-GANG
BACK BOX.
1. PLUMBING CONTRACTOR SHALL PROVIDE LOW VOLT CABLING AS
DIRECTED BY MANUFACTURER.
2. DETAIL TYPICAL FOR MEN'S AND WOMEN'S TOILET ROOMS.
3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BACK BOXES
FOR SENSOR PLATES. COORDINATE SENSOR LOCATIONS WITH PLUMBING
FIXTURE INSTALLATION.
NOTES:
24VAC TRANSFORMER ON
4" SQUARE PLATE
FURNISHED WITH
PLUMBING FIXTURES.
INSTALLED AND PRIMARY
WIRING BY E.C.
40
R R
FIRE ALARM VENDOR SHALL VERIFY CIRCUIT BREAKER SHUNT COIL LOAD.
FURNISH & INSTALL INTERPOSING RELAY IF REQ'D.
1
E5
DETECTOR NEXT TO EACH SPRINKLER HEAD IN THE AREAS SHOWN (ELEVATOR PIT, TOP OF
SHAFT
2. HEAT DETECTORS SHALL BE INSTALLED WITHIN 2 FEET OF SPRINKLER HEADS. INSTALL ONE
HEAT
480VOLT, 100/3 ENCLOSED SHUNT TRIP CIRCUIT BREAKER FOR ELEVATOR POWER.
PROVIDE 120VOLT FOR CONTROL BY HEAT DETECTORS.
AND MACHINE
ROOM).
1. ALL HEAT DETECTORS SHOWN SHALL BE 135°
FIXED.
GENERAL
NOTES:
KEY
NOTES:
SMOKE AND HEAT DETECTORS IN MACHINE
ROOM.
LOBBY SMOKE DETECTORS. SEE FLOOR
PLANS.
SMOKE AND HEAT DETECTORS AT TOP OF
SHAFT.3
E5
4
E5
1
E5
2
E5
2
E5
3
E5
2
E5
SHAFTELEVATOR
4
E5
3. HEAT DETECTORS SHALL HAVE 120VOLT AUX CONTACTS. THESE
CONTACTS
SHALL BE WIRED IN SERIES FOR CONTROL OF THE SHUNT TRIP
BREAKER.
SHALL BE RUN IN CONDUIT FROM EACH DETECTOR TO THE ELEVATOR
CONTROLLER.
4. SMOKE DETECTORS SHALL HAVE AUX CONTACTS. 2 #14 WIRES IN
CONDUIT
MAIN RECALL RELAY
MODULE
ALTERNATE RECALL RELAY
MODULE
DETECTOR NEXT TO EACH SPRINKLER HEAD IN THE AREAS SHOWN (ELEVATOR PIT, TOP OF
SHAFT
NOTES:
1. EC SHALL VERIFY WHERE USE OF THIS IS
APPROPRIATE WITH STRUCTURAL DRAWINGS PRIOR
TO ROUGH-IN.
2. TYPICAL OF WIREMOLD RFB11 (OR EQUAL BY
HUBBELL). PROVIDE COVER APPROPRIATE TO FINISH
AND FUNCTION OF FEED (CARPET, TILE, FURNITURE
FEED, ETC). ALL COVERS SHALL BE BRUSHED
ALUMINUM.
3. FLUSH FINISH COVER SHALL BE IN-USE STYLE
(TERMINATIONS ARE RECESSED).
4. SEPARATE CONDUIT AND COMPARTMENTS FOR
POWER AND LOW VOLTAGE (CATV, LAN, VIDEO, USB,
VGA, ETC.) PROVISIONS. USE 3/4" MINIMUM FOR
POWER. 1" MINIMUM FOR CATV OR LAN WIRING.
SHALL ACCOMMODATE AT LEAST (2) DUPLEX 120
VOLT, 20 AMP RECEPTACLES (WITH AT LEAST ONE
BEING P&S 5362 OR EQUAL) AND ALL LOW VOLTAGE
REQUIREMENTS BASED ON SPACE INSTALLED.
PROVIDE COMPLETE DEVICE ACCOUTREMENTS,
WIRE/CABLE, AND FITTINGS FOR A COMPLETE AND
FUNCTIONAL INSTALLATION.
10 11/16"12 1/2"
12 5/8"
14 3/4"
6 1/8"
(317MM)(272MM)
(156MM)
(375MM)
(322MM)
1.INSTALL 4-PAIR UTP COPPER CABLES ABOVE HVAC, PLUMBING AND ELECTRICAL WHERE POSSIBLE.
2.WHERE TRAY OR CONDUIT DOES NOT EXIST, ADDITIONAL SUPPORTS FROM DECK MAY BE REQUIRED TO SUPPORT THE CABLE ROUTE.
3.ROUTES SHALL EXTEND TO CONDUIT STUBS.
1.ADDITIONAL RIGID SUPPORT FASTENED TO THE DECK MAY BE REQUIRED
IN SOME AREAS WHERE THE INTERIOR WALLS DO NOT EXTEND TO THE DECK.
THIS EXAMPLE SHOWS 1/2" TYPE THREADED ROD FROM DECK TO J-HOOK.
2.SUPPORTS NEED TO ADHERE TO THE 4' MAX SPACING REQUIREMENT FROM TR TO CONDUIT STUB UP.
3.J-HOOKS MAY NOT BE MOUNTED TO OTHER MEP SUPPORT STRUCTURES WHERE
CABLING SPANS FROM THE BASKET TRAY IN THE MAIN COORIDOR TO THE CONDUIT STUB UP.6"4-PAIR CATEGORY
CABLES
J-HOOK
4'-0" O.C. MAX DETAIL NOTE:
CABLE SAG NOT TO
EXCEED 6"
J-HOOK
J-HOOK
CLIP
NOTES:
DECK OR TRUSS ROUTE PLUGMOLD THRU POWER STRIP
SLOT PROVIDED IN FIXTURE
END CAP VIEW
POWER STRIP SLOT PROVIDED IN FIXTURE
FOR ROUTIN POWER STRIP THRI FIXTURE.
ASSEMBLE POWER STRIP PIOR TO INSTALLING.
ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL
SLOT FROM END CAPS
COORDINATE WALL MOUNTED JUNCTION BOX LOCATION WITH BENCH
IN THE FIELD. JUNCTION BOX SHALL LINE UP WITH BENCH RAIL TO
MINIMIZE FLEXIBLE CONDUIT LENGTH. PROVIDE FINAL CONNECTIONS.
CONCEAL FLEXIBLE CONDUIT INSIDE
FIXTURE, AS REQUIRED
ROUTE CONDUIT FOR POWER FEED FROM WALL MOUNTED JUNCTION
BOX SHOWN DRAWINGS TO FIXTURE RAIL WALL WIRE CHANNEL.
COORDINATE EXACT POWER FEED LOCATION WITH FIXTURE
CONTRACTOR ON SITE.
INSTALL PLUGMOLD 2000 SERIES STEEL MULTIOUTLET ASSEMBLY MODEL NUMBER
BK20GB509TRUSBA.(OR ACCEPTED SUBSTITUTE). INSTALL 5' LENGTHS IN BLACK FINISH
WITH ALTERNATING RECEPTACLES AND USB OUTLETS ON 9" CENTERS. INSTALL ALL
NECESSARY COUPLINGS, CONNECTORS AND COVER CLIPS TO BE USED FOR
CONNECTING EACH 5' SECTION OF MULTIOULET ASSEMBLY RACEWAY.
FLOOR
FIXTURE RAIL WALL
ELEVATION
PS
ASSEMBLE POWER STRIP PIOR TO INSTALLING.
ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL
SLOT FROM END CAPS.
FLOOR PLAN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS
POWER DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E6.2
10/04/2023
220025.00 C2023-15
1/8" = 1'-0"3 CONDUIT THROUGH ROOF FLASHING DETAILS 1
1/8" = 1'-0"5 DUCT SMOKE DETECTOR WITH SMOKE DAMER DETAIL
1/8" = 1'-0"1 ELECTRONIC FAUCET WIRING DETAILS
1/8" = 1'-0"2 ELECTRONIC TOILET AND URINAL WIRING DETAIL
1/8" = 1'-0"6 ELEVATOR RECALL FIRE ALARM INTERLOCK DETAIL
1/8" = 1'-0"4 FLOOR BOXES (NON POKE-THROUGH)
1/8" = 1'-0"7 J-HOOK INSTALLATION DETAIL
NTS8USB RAIL DETAIL
10/13/202310/04/2023
BID DOCUMENT SET
6
5
2
7
1
VIOLET (+)HOTNEUTRAL4
3
X1
X2
98 10
BLACK
WHITE
VIOLET
GREY
+GREY (-)VIOLETGREYSWITCHED HOTNEUTRALNEUTRALBLACK
WHITE
VIOLET
GREY
0-10V
DIMMING
BALLAST +
MAIN BUSS NEUTRAL
NORMAL POWER
MAIN BUSS HOT
NORMAL POWER
20
AMP
BREAKER
DIMMER CONTROLSWITCHED HOTREGULAR
DIMMED
BALLASTS
20 AMP CIRCUIT
EMERGENCY
PANEL
EMERGENCY
HOT
CUT & CAP X1 & X2
JUMPER FOR 4 WIRE
LOADS
EMERGENCY
NEUTRAL
LVS EPC-D-F
UL 924 TRANSFER
RELAY
0-10V
DIMMING
BALLAST
EMERGENCY DIMMED BALLASTS
NOTES:
1. PROVIDE (1) RELAY PER SWITCHED LEG.
PC
0
0
SWITCH INPUTS
PHOTOCELL
CONTROL POWER
LIGHT FIXTURES (TYPICAL)
LIGHT FIXTURES (TYPICAL)
PANEL
LIGHT FIXTURES (TYPICAL)
OCCUPANCY SENSOR NOTES:
1. UNLESS NOTED OTHERWISE, OCCUPANCY SENSORS USED IN CONJUNCTION WITH
LOCAL LINE VOLTAGE SWITCHING SHALL BE ELECTRICALLY LOCATED ON THE PANEL SIDE
OF THE SWITCH, AS INDICATED IN THE ABOVE DIAGRAM.
2. IN ROOMS SHOWN WITH TWO OR MORE OCCUPANCY SENSORS, IT IS INTENDED THAT
BOTH SENSORS CONTROL THE SAME LIGHT FIXTURES VIA A COMMON "POWER PACK"
UNLESS NOTED OTHERWISE.
3. POWER PACKS SHALL BE LOCATED IN THE CEILING SPACE DIRECTLY ABOVE THE
LOCAL WALL SWITCHES WHENEVER FEASIBLE.
4. USE OF THE OCCUPANCY SENSOR SYMBOL IN A ROOM INDICATES THE TYPE OF
SENSOR TO BE USED TO CONTROL ALL LIGHTS IN THAT SPACE INCLUDING UNDER
CABINET LIGHT FIXTURE. EXACT LOCATION, MOUNTING, AND CONFIGURATION OF
SENSOR SHALL BE DETERMINED IN THE FIELD, BASED UPON MANUFACTURERS
RECOMMENDATIONS AND GUIDELINES.
5. SPECIFIC MODEL OF OCCUPANCY SENSOR SHALL BE COORDINATED WITH ROOM SIZE,
LAYOUT, CEILING HEIGHT AND MOUNTING REQUIREMENTS, SENSOR MANUFACTURER,
AND CONTRACTOR. VERIFY DEVICE COLOR WITH ARCHITECT PRIOR TO ORDERING.
6. OCCUPANCY SENSOR MANUFACTURER SHALL PROVIDE HARD COPIES AND
ELECTRONIC AUTOCAD DRAWINGS FILES OF THE LOCATION AND MODEL NUMBERS OF
ALL ASSOCIATED EQUIPMENT.
7. CONTRACTOR SHALL PROVIDE A COIL OF WIRING 4'-5' IN LENGTH IN A J-BOX AT EACH
OCCUPANCY SENSOR LOCATION FOR FUTURE RELOCATION IF DESIRED BY OWNER.
8. MOTION SENSORS SHALL BE LINKABLE OR HAVE AUXILARY CONTACTS TO CONTROL
MULTIPLE LOADS SUCH AS BUT NOT LIMITED TO HVAC LOADS.
DUAL-TECHNOLOGY
WALL BOX DUAL- TECHNOLOGY
WALL BOX DUAL- TECHNOLOGY DLS.
DIMMABLE OCCUPANCY SWITCH
LOCAL SWITCHING (TYPICAL) (MAY
BE DLS, 3-WAY, OR OTHER
COMBINATIONS)
MICROPROCESSOR
CONTROLLER
MICROPROCESSOR-
CONTROLLED CONTACT
(TYPICAL)
OCCUPANCY SENSOR
(OR "POWER PACK" FOR
MULTIPLE SENSORS)
WALL BOX
OCCUPANCY
SENSOR
0
0
OCCUPANCY SENSOR NOTES:
1. IN ROOMS SHOWN WITH TWO OR MORE OCCUPANCY SENSORS, IT IS INTENDED
THAT BOTH SENSORS CONTROL THE SAME LIGHT FIXTURES VIA A COMMON "POWER
PACK" UNLESS NOTED OTHERWISE.
2. POWER PACKS SHALL BE LOCATED IN THE CEILING SPACE DIRECTLY ABOVE THE
LOCAL WALL SWITCHES WHENEVER FEASIBLE.
3. USE OF THE OCCUPANCY SENSOR SYMBOL IN A ROOM INDICATES THE TYPE OF
SENSOR TO BE USED TO CONTROL ALL LIGHTS IN THAT SPACE. EXACT LOCATION,
MOUNTING, AND CONFIGURATION OF SENSOR SHALL BE DETERMINED IN THE FIELD,
BASED UPON MANUFACTURERS RECOMMENDATIONS AND GUIDELINES.
4. SPECIFIC MODEL OF OCCUPANCY SENSOR SHALL BE COORDINATED WITH ROOM
SIZE, LAYOUT, CEILING HEIGHT AND MOUNTING REQUIREMENTS, SENSOR
MANUFACTURER, AND CONTRACTOR. VERIFY DEVICE COLOR WITH ARCHITECT PRIOR
TO ORDERING.
5. CONTRACTOR SHALL PROVIDE A COIL OF WIRING 4'-5' IN LENGTH IN A J-BOX AT EACH
OCCUPANCY SENSOR LOCATION FOR FUTURE RELOCATION IF DESIRED BY OWNER.
6. OCCUPANCY SENSOR MANUFACTURER SHALL PROVIDE HARD COPIES AND
ELECTRONIC AUTOCAD DRAWINGS FILES OF THE LOCATION AND MODEL NUMBERS OF
ALL ASSOCIATED EQUIPMENT.
7. MOTION SENSORS / POWER PACK SHALL BE LINKABLE OR HAVE AUXILARY
CONTACTS TO CONTROL MULTIPLE LOADS SUCH AS BUT NOT LIMITED TO HVAC LOADS.
a
d
o
L
CEILING MOUNTED OCCUPANCY SENSOR WALL MOUNTED SWITCH OCCUPANCY SENSOR
LOCAL SWITCHING
WALL BOX OCCUPANCY SENSOR
(WITH 0-10VDC DIMMING WHERE
INDICATED)
LIGHT
FIXTURES
VIO (0-10VDC DIM OUT)
GRY (0-10VDC DIM COMMON)
PANEL
WALLBOX - DUAL TECH
WALLBOX - DUAL TECH DIMMABLE
Red
Red
Power
Pack
CAT 6 OR
AS REQUIRED
BY MFG.ANY CEILING/WALL
SENSOR
ANY LOW VOLTAGE
WALL CONTROL
CAT 6 OR
AS REQUIRED
BY MFG.
WhtNeutral
Hot Blk
CONTROL SWITCH
(MAYBE DLS,
OCCUPANCY SENSOR
OR RELAY).TRANSFER CONTROL RELAY
UL 924 LISTED
LVS-MODEL "EPC-1".
EMERGENCY
LIFE SAFETY
SWITCHABLE
LIGHT FIXTURE.
NORMAL NEUTRAL
NORMAL
SWITCHABLE
LIGHT FIXTURE.
NOTES:
1. PROVIDE (1) RELAY PER SWITCHED LEG.
EMERGENCY LIFE
SAFETY CIRCUIT
EMERGENCY LIFE SAFETY
NEUTRAL
NORMAL CIRCUIT
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS
ELECTRICAL DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E6.3
10/04/2023
220025.00 C2023-15
NTS3EMERGENCY LIFE SAFETY DIMMING CIRCUIT
NTS2LIGHTING CONTROL DETAIL
NTS4OCCUPANCY SENSOR DETAIL
NTS1EMERGENCY LIFE SAFETY SWITCHING CIRCUIT
10/13/202310/04/2023
BID DOCUMENT SET
1
2
3
4
5
SIZE GROUND WIRE PER GROUNDING CHART - BY E.C. (CFCI)
PROVIDER FIBER/COPPER DIRECT TO MER ROOM 150 (NFNI)
12-STRAND SINGLE MODE FIBER - ARMORED PLENUM (CFCI
WALL FIELD TERMINATION
RACK TERMINATION
GENERAL NOTES:
1. OWNER RESONSIBLE FOR CUTOVER OF ALL NETWORK CONNECTIONS THAT WILL BE REQUIRED POST CONSTRUCTION.
2. OWNER TO PROVIDE/INSTALL ALL NETWORK SWITCHES FOR THE PROJECT.
3. MER = MAIN TELECOMMUNICATIONS EQUIPMENT ROOM = 150
NOTES:
C = CONTRACTOR
O = OWNER
N = NETWORK PROVIDER
F = FURNISHED
I = INSTALLED
ELECTRICAL
SERVICE ENTRANCE TEF
TMGB
TBC TBB
BUILDING STEEL PANELBOARD
TRAY
OTHER
EBC
TGB
ICC
ICC
TYPICAL (TR)
(ER) or (MER)
TO OTHER (TR)
TELECOM ROOM GROUNDING DETAIL - TYPICAL
NOTES:
1. TMGB, TGB, TBC, TBB & GE BY E.C. QUANTITY OF TELECOMMUNICATION ROOMS PER PLANS.
2. TELECOMMUNICATIONS CONTRACTOR SHALL BOND ALL METAL RACKS, LADDER, BASKET TRAY, CABINETS AND ALL
EQUIPMENT IN ALL TELECOMMUNICATIONS ROOMS TO THE TGB WITH #6 OR AS LISTED PER THE CONDUCTOR SIZE
MATRIX
TBB = TELECOMMUNICATIONS BONDING BACKBONE
GE = GROUNDING EQUALIZER
TBC = TELECOMMUNICATIONS BONDING CONDUCTOR
EBC = EQUIPMENT BONDING CONDUCTOR
ICC = IRREVERSIBLE CRIMP CONNECTOR
NOTE:
1. SIZE OF TBC & GE SHOULD MATCH SIZE OF TBB.
2. TBB SHOULD NOT BE SPLICED.
TIA-607-B (TBB), (GE),
(TBC) & (EBC) BONDING CONDUCTOR SIZE
TBB/GE LINEAR
LENGTH IN FEET
TBB/GE
SIZE - AWG
LESS THAN 13 FEET 6
14' - 20' 4
21' - 26' 3
27' - 33' 2
34' - 41' 1
42' - 52' 1/0
53' - 66' 2/0
67' - 84' 3/0
85' - 105' 4/0
106' - 125' 250 kcmil
126' - 150' 300 kcmil
151' - 175' 350 kcmil
176' - 250' 500 kcmil
251' - 300' 600 kcmil
GREATER THAN 301' 750 kcmil
TMGB = TELECOMMUNICATIONS MAIN GROUNDING BUSBAR
TGB = TELECOMMUNICATIONS GROUNDING BUSBAR
ER = EQUIPMENT ROOM
TR = TELECOMMUNICATIONS ROOM
MER = MAIN EQUIPMENT ROOM
TEF = TELECOMMUNICATIONS ENTRANCE FACILITY
TMGB AND TGB MUST BE PRE DRILLED COPPER BUSBAR
WITH HOLES FOR USE WITH STANDARD SIZED LUGS.
BARS MUST BE NRTL RATED.
BARS TO ACCOMODATE BONDING CONDUCTORS THAT
ORIGINATE AT VARIOUS EQUIPMENT AND METALLIC
SURFACES AND ALLOW FOR FUTURE GROWTH.
TIA-607-B (TGB) & (TMGB) SIZING
ROOM BAR TYPE THICKNESS WIDTH LENGTH
ER TGB 0.25" 2.00" MIN 12.00"
TR TGB 0.25" 2.00" MIN 12.00"
MER TGB 0.25" 2.00" MIN 12.00"
TEF TMGB 0.25" 4.00" MIN 20.00"
COPPER BUS BAR
SIZE PER MATRIX
SET SCREW
GROUNDING BLOCK
BOLTED TO GROUND BUS
FOR USE WITH #6 AND
SMALLER GROUNDING
CONDUCTORS
INSULATOR
PLYWOOD
5/16" DIA. HOLE FOR EQUIPMENT
GROUNDING CONDUCTOR LUGS
OF #8 AND LARGER
TWO-HOLE COPPER COMPRESSION
LUG BOLTED TO GROUND BUS
#3/0 BARE COPPER TO INTERSYSTEM
GROUND BAR
5
2
MAIN EQUIPMENT ROOM - # 150
TELECOM GROUND BAR
MAIN ELECTRICAL
ROOM - # 134
STORAGE
ROOM #104
STORAGE
ROOM #164
NEW FIBER / COPPER SERVICE
FIRST FLOOR
NEW FIBER / COPPER SERVICE
3
5
5 6 6 655
5 6
7
4
1
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
1/8" = 1'-0"
TELECOMMUNICATIONS
RISER DIAGRAM
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.1
10/04/2023
220025.00 C2023-15
NTS:1 TELECOMMUNICATIONS GROUNDING DETAILS
1/8" = 1'-0"2 TELECOMMUNICATIONS BACKBONE & GROUNDING REQUIREMENTS
10/13/202310/04/2023
BID DOCUMENT SET
SINGLE GANG
FACEPLATE
STAINLESS STEEL FINISH CAT 6
1A-122
LOW VOLTAGE
MOUNTING
BRACKET
MOUNTING LUG
COMPUTER LABEL
DATA JACK RECESSED
W
4 - PORT
FACEPLATE
CAT 6
BLANK
XXXX
1A-122
CAT 6
TV
RF BULKHEAD
COMPUTER
GENERATED LABEL
1" CONDUIT TO
ACCESSIBLE CEILING
SPACECOUNT (2) CAT.6 CABLES & (1)
COAXIAL CABLE TERMINATED
IN MER.
NOTES:
1. MOUNTED 18" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.
2. REFER TO LABELING DETAIL FOR LABELING SPECIFICATIONS.
3. QUANTITY= (2) CAT.6 NETWORK JACKs & (1) COAXIAL OUTLETS ARE DEPICTED
ABOVE. 4-PORT FACEPLATE MINIMUM. FILL UN-USED PORTS WITH BLANKS.
4. REFER TO DIVISION 27 05 53 FOR LABELING REQUIREMENTS.
5. SEE ADDITIONAL DETAILS FOR POWER REQUIREMENTS
NOTES:
1. CONTRACTOR TO PROVIDE BLANK COVERPLATE AT LOCATION WHERE JACKS ARE
NOT INSTALLED.
2. COVERPLATE TO MATCH COLOR OF RECEPTACLE COVERPLATE.
4" SQUARE BOX WITH
SINGLE GANG TRIM RING
1" CONDUIT STUBBED INTO
NEAREST ACCESSIBLE
CEILING CAVITY
INSTALL PULL STRING
IN CONDUIT, BUSHINGS AT
BOTH ENDS
SINGLEGANG
BLANK COVERPLATE
FOR REFERENCE
CAT.6A DATA JACK IN-CEILING
BRACKET
PLENUM CAT.6A STRANDED
PATCH CORD
TO NETWORK DEVICE
PLENUM
SURFACE BOX
XXXX
Notes:
1. USED IN A PLENUM APPLICATION
PLENUM RATED CAT.6A
SOLID
CABLE
COUNT (2) CAT CABLES
TERMINATED
IN APPLICABLE TR
CEILING BRACKET CLIP
DROP WIRE/ROD
PLENUM CAT.6A STRANDED PATCH
CORD
TO NETWORK DEVICE
NOTES:
1. TWO CAT.6A NETWORK JACK DEPICTED ABOVE.
2. FOLLOW OWNER LABELING SCHEME.
WIRLESS ACCESS POINT - MOUNTED
BELOW CEILING
HARD OR DROP CEILING
NOTES:
1. MOUNTED 18" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.
2. REFER TO LABELING DETAIL FOR LABELING SPECIFICATIONS.
3. ONE CAT.6 NETWORK JACK DEPICTED ABOVE. 4-PORT FACEPLATE MINIMUM. FILL
UN-USED PORTS WITH BLANKS.
4. FOLLOW OWNER LABELING SCHEME.
COMPUTER
GENERATED LABEL
COMPUTER
GENERATED LABEL
4 - PORT
FACEPLATE
CAT 6
BLANK
BLANKBLANK
XXXX
1A-122
NOTES:
1. MOUNTED 18" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.
2. REFER TO LABELING DETAIL FOR LABELING SPECIFICATIONS.
3. QUANTITY= SYMBOL COUNT OF CAT.6 NETWORK JACK ARE DEPICTED ABOVE. 4-PORT FACEPLATE
MINIMUM. FILL UN-USED PORTS WITH BLANKS.
4. REFER TO DIVISION 27 05 53 FOR LABELING REQUIREMENTS.
"X"
COMPUTER
GENERATED LABEL
COMPUTER
GENERATED LABEL4 - PORT
FACEPLATE
FILLED WITH
QUANTITY SHOWN
1" CONDUIT TO
ACCESSIBLE
CEILING SPACECOUNT (X) CAT.6
CABLES TERMINATED
IN MER.
CAT 6
BLANK
BLANKBLANK
XXXX
1A-122
Notes:
1. ALL DEVICES ARE TO BE FASTENED TO BOX - NO LOOSE EQUIPMENT IS ALLOWED IN BOX
2. THIS DETAIL IS FOR ALL EXTERIOR CAMERAS
3. DEVICE EQUAL TO DITEK # DTK-MRJPOE
CAT.6 BACK TO
TELECOM ROOM
(2) 1" NIPPLES / CAT.6
OPENINGS FOR LOW VOLTAGE.
CAT.6 CABLE SHALL NOT EXCEED
4-TIMES OUTSIDE DIAMETER OF
THE CABLE FOR BENDING RADIUS.
SEAL PUNCH-OUT AFTER CABLE
IS INSTALLED
CAT. 6 TO BISCUIT
#12 COPPER GROUND
WIRE WITH SELF
TAPPING GROUND SCREW
GROUNDING TERMINAL
BUILDING STEEL
#12 COPPER
GROUND
.5" CONDUIT .5" CONDUIT
TO EXTERIOR
CAMERA
10' CABLING SERVICE COIL
CAT.6 OUT TO CAMERA
6" X 6" X 6" STEEL ENCLOSURE
WITH HINGED COVER AND
LATCH.
PLENUM RATED.
WIRING PAIR COLORS - EIA/TIA 568B
PAIR # ID PIN # BRAND MARKED CODE
T1 5 WHITE/BLUE
R1 4 BLUE/WHITE
1
T2 1 WHITE/ORANGE
R2 2 ORANGE/WHITE
2
T3 3 WHITE/GREEN
R3 6 GREEN/WHITE
3
T4 7 WHITE/BROWN
R4 8 BROWN/WHITE
3
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
2 1 4
3
T568B
PAIR #
T568B
T568B
12345678
RESPONSIBILITY SCOPE MATRIX NOTES
SUGGESTED RESPONSIBILITY SCOPE MATRIX
ITEM:SHOWN ON: FURNISHED BY: INSTALLED BY:NOTES:QTY:
TECHNOLOGY ROUGH-IN (INCLUDES ALL LOW VOLTAGE SYSTEMS LISTED)E-SERIES E.C.E.C. 1 , 2
INFORMATION OUTLET FACEPLATES, JACKS AND TERMINATIONS E-SERIES T.C. T.C.
CONDUIT SLEEVES - WHEN SHOWN E-SERIES E.C. E.C.
CONDUIT SLEEVES - NOT SHOWN BUT REQUIRED FOR PROPER INSTALLATION N/A T.C. T.C. 4
TELECOMMUNICATION SYSTEMS ROUGH-IN E.C. E.C.E-SERIES 1 , 2
TELECOMMUNICATION EQUIPMENT, CABLING & TERMINATIONS E-SERIES T.C. T.C.
LADDER RACK E-SERIES T.C. T.C.
GROUNDING LUGS ON TECHNOLOGY EQUIPMENT (NOT SHOWN)T.C. T.C.N/A
BONDING SYSTEM FOR TECHNOLOGY SYSTEM E-SERIES E.C. E.C. 3
CONNECTION OF TECHNOLOGY BONDING SYSTEM TO THE GROUND SYSTEM E-SERIES E.C. E.C. 3
LINE VOLTAGE POWER (+120V OR GREATER)E-SERIES E.C. E.C. 1 , 2
LINE VOLTAGE POWER FOR DOOR HARDWARE POWER SUPPLIES E-SERIES E.C. E.C.
LOW VOLTAGE CABLING FOR TECHNOLOGY SYSTEMS & SECURITY E-SERIES T.C. T.C.
J-HOOKS AND SUPPORTS OR OTHER ROUTING METHODS (OTHER THAN CONDUIT)T.C. T.C.N/A 4
FLOOR BOX (ROUGH-IN) E-SERIES E.C. E.C.
SECURITY CAMERAS AND LICENSING FOR EACH CAMERA - INDOOR & OUTDOOR E-SERIES S.C. S.C.
CAMERA RECORDING HARDWARE / SOFTWARE S.C. S.C.N/A
CAMERA NETWORK WIRING & OUTDOOR CAMERA SURGE DEVICE - PART # DTK-MRJPOE N/A T.C. T.C.
DOOR CONTROL SECURITY DEVICES N/A S.C. S.C.
N/A S.C. S.C.
N/A S.C. S.C.
N/A S.C. S.C.
DOOR CONTROL SOFTWARE SYSTEM
DOOR CONTROL COMPUTER WORKSTATION HARDWARE REQUIREMENT
DOOR CONTROL CABLING
DOOR CONTROL CABLING E-SERIES T.C. T.C.
INTERCOM SYSTEM DEVICES E-SERIES T.C. T.C.
INTERCOM CABLING E-SERIES T.C. T.C.
AV - EQUIPMENT CABINETS AV-SERIES S.C. S.C.
AV - DEVICES AV-SERIES S.C. S.C.
AV - NETWORK RELATED EQUIPMENT AND SOFTWARE AV-SERIES S.C. S.C.
AV - CABLING FROM EQUIPMENT CABINETS TO DEVICES AV-SERIES S.C. S.C.
AV - NETWORK CABLING FROM MER OR TR ROOM TO EQUIPMENT CABINETS AV-SERIES T.C. T.C.
LIVE BARN - DEVICES, HEAD END SYSTEM AND WIRING NA
DIGITAL SIGNAGE - MOUNTING HARDWARE AND MONITORS E-SERIES E.V.
T.C. T.C.
E.V.
DIGITAL SIGNAGE - NETWORK CABLING E-SERIES T.C. T.C.
NETWORK HARDWARE - SWITCHES, ROUTERS, CONTROLLERS, PC'S, PHONES, SERVERS, POS SYSTEM NA O.W. O.W.
WIRELESS ACCESS POINTS NA O.W. T.C.
1.
2.
3.
4.
5.
6.
LOCATIONS OF TECHNOLOGY ROUGH-INS SHALL BE INDICATED BY THE INFORMATION OUTLET SYMBOLS.
INCLUDE BACKBOXES AND CONDUIT REQUIRED FOR THE TECHNOLOGY SYSTEM INSTALLATION. THE E.C. SHALL BASE THE BID ON BASIS OF CONTRACT DOCUMENTS.
INCLUDES ALL CONDUCTORS , GROUND BARS, AND TERMINATIONS FOR THE COMPLETE BONDING SYSTEM REQUIRED BY THE SPECIFICATIONS.
SIZE APPROPRIATELY FOR 40% FILL RATIO'S
NOT USED
VERIFY SIZES PRIOR TO PURCHASE WITH OWNER
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS:
MATRIX
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.2
10/04/2023
220025.00 C2023-15
NTS:1 WALL MOUNTED VOICE OUTLET
NTS:2 TV OUTLET
NTS:3 TYPICAL TELECOM BOX/CONDUIT ROUGH-IN
NTS:4 WIRELESS OUTLET DETAIL
NTS:6 DATA ONLY TELECOM OUTLET
NTS:5 DATA "QTY" TELECOM OUTLET
NTS:7 OUTDOOR CAMERA SURGE DEVICE
NTS:8 568B WIRING CONFIGURATION
NTS:9 SCOPE MATRIX
10/13/202310/04/2023
BID DOCUMENT SET
12 Volt VDC
Lock Output
(Optional
24VDC)
Door
Contact
& REX
Input
In & Out
Wiegand
Reader Ports
(READER 1)
NETWORK PORT
Green LEDRed LED
Cable Pass
Through
"External Status LEDs"
POWER SUPPLY
HIRSCH - BATTERY CABINET
BATTERY
1313
BATTERY
12
HIRSCH - CONTROLLER
POE SWITCH
DOOR
STRIKE
CARDSWIPE
READER
DOOR
POSITION
SWITCH
NETWORK ROUTER
1 NETWORK ROUTER - APAI
2
3
4
5
6
7
8 DOOR POSITION SWITCH - CPCI
10
11
APAI = OWNER PROVIDED, OWNER INSTALLED
HIRSCH - CABINET10
11
2
1
3
4
7
REQUEST TO EXIT
9
NETWORK SWITCH - APAI
CENTRAL PROCESSOR - CPCI
APCI = OWNER PROVIDED, CONTRACTOR INSTALLED
SERVER SOFTWARE LICENSE - CPCI
5
CPCI = CONTRACTOR PROVIDED, CONTRACTOR INSTALLED
ALL CABLING - CPCI
READER / KEYPAD - CPCI
DOOR STRIKE - 8P8I
8P8I = DIVISION 8 CONTRACTOR PROVIDED, DIVISION 8 CONTRACTOR INSTALLED
HIRSCH CONTROLLER CABINET - CPCI
HIRSCH CONTROLLER - CPCI
BATTERY CABINET - CPCI
BATTERIES - CPCI
9 REQUEST TO EXIT - CPCI
12
13
6
8
Manufacurer Power SupliesRequest To ExitAces Control BoardReadersDoor StrikesDoor SwitchesCableAltronix DSAL600ULACMCB
Bosch DS160
HID Multiclass Wall Reader
HES Surface Mount
951WG
ALPHA Reader Cable (22 AWG) 5-conductor - Stranded with overall shield 1295
REX Cable (22 AWG) 4-conductor - Stranded with overall shield
ALPHA Door Switch (22 AWG) 2-conductor - Stranded with overall shield 1292
HID Multiclass Mullion Reader
HID Keypad Reader
HES Flush Mount
Honeywell Ademco
8000C
9600
Hirsch MX-8-N3
SE-RP40
SE-RP15
5355AGK00
Notes:
1. VIEW IS FROM NON-SECURE SIDE OF DOOR
2. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS
3. E.C. TO FURNISH AND INSTALL DOOR ACCESS WIRING TO CRASHBAR
FOR ELECTRIC LATCH TO COMPRESS AND AUTODOOR SHALL OPERATE
OPEN/CLOSE UPON ACTIVATION OF THE CARD READER
4. E.C. TO INSTALL ALL WIRING REQUIRED FOR AUTO-DOOR SYSTEM
5. COORDINATE ALL DEVICE LOCATIONS WITH G.C. PRIOR TO ROUGH-IN
Notes:
1. VIEW IS FROM NON-SECURE SIDE OF DOOR
2. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS
3. E.C. TO FURNISH AND INSTALL DOOR ACCESS WIRING TO CRASHBAR
FOR ELECTRIC LATCH TO COMPRESS AND AUTODOOR SHALL OPERATE
OPEN/CLOSE UPON ACTIVATION OF THE CARD READER
4. E.C. TO INSTALL ALL WIRING REQUIRED FOR AUTO-DOOR SYSTEM
5. COORDINATE ALL DEVICE LOCATIONS WITH G.C. PRIOR TO ROUGH-IN
Notes:
1. VIEW IS FROM NON-SECURE SIDE OF DOOR
2. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS
3. DOOR HANDLE ON SECURE SIDE IS TO RELEASE THE ELECTRIC STRIKE
UPON ACTIVATION
4. 5. COORDINATE ALL DEVICE LOCATIONS WITH G.C. PRIOR TO ROUGH-IN
Notes:
1. VIEW IS FROM NON-SECURE SIDE OF DOOR
2. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS
3. DOOR HANDLE ON SECURE SIDE IS TO RELEASE THE ELECTRIC STRIKE
UPON ACTIVATION
4. 5. COORDINATE ALL DEVICE LOCATIONS WITH G.C. PRIOR TO ROUGH-IN
Notes:
1. VIEW IS FROM NON-SECURE SIDE OF DOOR
2. PROVIDE PULL STRINGS IN ALL EMPTY CONDUITS
3. DOOR HANDLE ON SECURE SIDE IS TO RELEASE THE ELECTRIC STRIKE
UPON ACTIVATION
4. 5. COORDINATE ALL DEVICE LOCATIONS WITH G.C. PRIOR TO ROUGH-IN
SINGLE
MULTI-CONDUCTOR
CABLE - AKA SMART
CABLE OR CAT.6
CABLE
8" X 8" BREAKOUT
JUNCTION BOX
1/2"
CONDUIT AUTO OPENER POWER
SUPPLY
1/2"
CONDUIT
AUTO DOOR PUSH
BUTTON
SECURED DOUBLE DOOR DETAIL
AUTOMATIC / HANDICAPPED
CONTROL
1/2"
CONDUIT
8" X 8" BREAKOUT
JUNCTION BOX
1/2"
CONDUIT
CRASH BAR WITH
ELECTRIC
OPERATOR LATCH
SHALL RECESS ON
OPERATION OF CARD
READER PROVIDED
WITH SHUNT SWITCH
FOR NO ALARM ON
EGRESS
AUTO OPENER POWER
SUPPLY
AUTO DOOR PUSH
BUTTON
SECURED DOOR DETAIL
AUTOMATIC / HANDICAPPED
CONTROL
1/2"
CONDUIT
ELECTRIC HINGE
FURNISHED WITH
DOOR HARDWARE
ELECTRIC HINGE
FURNISHED WITH
DOOR HARDWARE
CARD READER IN 4"
SQUARE OUTLET
BOX WITH SINGLE
GANG TRIM RING
3 PAIR SHIELDED
CONDUCTORS
8" X 8" BREAKOUT
JUNCTION BOX
1/2"
CONDUIT
AUTO OPENER POWER
SUPPLY
2 CONDUCTOR
22 GAUGE
DOOR POSITION
SWITCH
SECURED DOOR DETAIL
DOOR HANDLE CONTROL
1/2"
CONDUIT
WIRE PASS
THROUGH HINGE
FURNISHED WITH
DOOR HARDWARE
CARD READER IN 4"
SQUARE OUTLET
BOX WITH SINGLE
GANG TRIM RING
3 PAIR SHIELDED
CONDUCTORS
CRASH BAR WITH
ELECTRIC
OPERATOR LATCH
SHALL RECESS ON
OPERATION OF CARD
READER PROVIDED
WITH SHUNT SWITCH
FOR NO ALARM ON
EGRESS
CRASH BAR WITH
ELECTRIC
OPERATOR LATCH
SHALL RECESS ON
OPERATION OF CARD
READER PROVIDED
WITH SHUNT SWITCH
FOR NO ALARM ON
EGRESS
FRAME WILL BE
GROUTED.
COORDINATE CABLE
ROUTING WITH G.C.
FRAME WILL BE
GROUTED.
COORDINATE CABLE
ROUTING WITH G.C.
ONE 16/2
FROM
HINGE TO
J-BOX
ONE 16/2
FROM
HINGE TO
J-BOX
ONE 16/2
FROM
HINGE TO
J-BOX
HANDLE WITH SHUNT
SWITCH FOR NO
ALARM ON EGRESS
AND TO DEACTIVATE
ELECTRIC STRIKE
FOR FREE PASSTHRU
MORTAR BOX FOR
ELECTRIC STRIKE
FURNISHED WITH
DOOR FRAME
SINGLE
MULTI-CONDUCTOR
CABLE - AKA SMART
CABLE OR CAT.6
CABLE
SINGLE
MULTI-CONDUCTOR
CABLE - AKA SMART
CABLE OR CAT.6
CABLE
CARD ACCESS
CONTROLLER IF
NEEDED
CARD ACCESS
CONTROLLER IF
NEEDED
CARD ACCESS
CONTROLLER IF
NEEDED
8" X 8" BREAKOUT
JUNCTION BOX
1/2"
CONDUIT
AUTO OPENER POWER
SUPPLY
2 CONDUCTOR
22 GAUGE
DOOR POSITION
SWITCH
SECURED DOOR DETAIL
WITH CRASH BAR
1/2"
CONDUIT
CARD READER IN 4"
SQUARE OUTLET
BOX WITH SINGLE
GANG TRIM RING
3 PAIR SHIELDED
CONDUCTORS
ONE 16/2
FROM
HINGE TO
J-BOX
MORTAR BOX FOR
ELECTRIC STRIKE
FURNISHED WITH
DOOR FRAME
SINGLE
MULTI-CONDUCTOR
CABLE - AKA SMART
CABLE OR CAT.6
CABLE
CARD ACCESS
CONTROLLER IF
NEEDED
CRASH BAR WITH
SHUNT SWITCH FOR
NO ALARM ON
EGRESS
ELECTRIC HINGE
FURNISHED WITH
DOOR HARDWARE
8" X 8" BREAKOUT
JUNCTION BOX
1/2"
CONDUIT
AUTO OPENER POWER
SUPPLY
2 CONDUCTOR
22 GAUGE
DOOR POSITION
SWITCH
SECURED DOOR DETAIL
DOOR HANDLE CONTROL
1/2"
CONDUIT
CARD READER IN 4"
SQUARE OUTLET
BOX WITH SINGLE
GANG TRIM RING
3 PAIR SHIELDED
CONDUCTORS
ONE 16/2
FROM
HINGE TO
J-BOX
MORTAR BOX FOR
ELECTRIC STRIKE
FURNISHED WITH
DOOR FRAME
SINGLE
MULTI-CONDUCTOR
CABLE - AKA SMART
CABLE OR CAT.6
CABLE
CARD ACCESS
CONTROLLER IF
NEEDED
CRASH BAR WITH
ELECTRIC
OPERATOR LATCH
SHALL RECESS ON
OPERATION OF CARD
READER PROVIDED
WITH SHUNT SWITCH
FOR NO ALARM ON
EGRESS
ELECTRIC HINGE
FURNISHED WITH
DOOR HARDWARE
AUTO DOOR PUSH
BUTTON
SECURE SIDE
CARD READER IN 4"
SQUARE OUTLET
BOX WITH SINGLE
GANG TRIM RING
3 PAIR SHIELDED
CONDUCTORS
AUTO DOOR PUSH
BUTTON
SECURE SIDE
CARD READER ALSO
ON SECURED SIDE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
CARD ACCESS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.3
10/04/2023
220025.00 C2023-15
NTS:1 CARD ACCESS DETAILS
NTS:2 CARD ACCESS PRODUCT
NTS3DOOR ROUGH-IN DETAILS
10/13/202310/04/2023
BID DOCUMENT SET
ROUTE CONDUIT IN NEW
WALL AND EXPOSED TO TO NEAREST ACCESSIBLE
CEILING
WALL MOUNT BRACKET
VICON PART # V1001-WM2X4 BACKBOX
AND GROMMET
FOR CABLE OPENING
4X4 BACKBOX
AND GROMMET
FOR CABLE OPENING
BEAM
DRYWALL OR CONCRETE
4X4 BACKBOX
AND GROMMET
FOR CABLE OPENING
GRID CEILING TILE TO CUT
FOR RECESSED BOX. PROVIDE
SUPPORT WIRES TO STRUCTURE.
MOUNT PER MANUFACTURERS
RECOMMENDATIONS.
SUPPORT WIRES, PROVIDE
CONNECTION TO STEEL
4X4 BACKBOX
AND GROMMET
FOR CABLE OPENING
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS
CAMERA SCEDULE
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.4
10/04/2023
220025.00 C2023-15
NTS2CAMERA OUTDOOR WALL MOUNT DETAIL
NTS3CAMERA BEAM MOUNT DETAIL
NTS4CAMERA WALL MOUNT DETAIL
NTS5CAMERA SUSPENDED CEILING MOUNT DETAIL
NTS1CAMERA SCHEDULE
10/13/202310/04/2023
BID DOCUMENT SET
S
ELEC
134E7.5
2
3
4
52
7
4
8 8
6
9
5
18' - 0"
17
2
1
6
8
11' - 8"18' - 0 1/2"
2
1
9
11' - 8"
5
1
42
7
6
10
11
12
13
15
1. 3/4" PAINTED PLYWOOD - HORIZONTAL AT 24" AFF (CFCI)
2. WALL MOUNTED WALL CABINET (CFCI)
3. VERTICAL MANAGER - DOUBLE SIDED WITH DOORS (CFCI)
4. WALL MOUNTED GROUND BAR (CFCI)
5. 4" UL 1479 RATED THROUGH-PENETRATION FIRE STOP (CFCI)
6. 18" WIDE CABLE RUNWAY (CFCI)
7. GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED ADJACENT TO WALL MOUNT
RACK. (CFCI)
8. PROVIDER D-MARK TERMINATION LOCATION.
9. DOOR ACCESS AND OTHER SYSTEMS TERMINATION AREA
10. 1RU FIBER ENCLOSURE (CFCI)
11. 2RU HORIZONTAL WIRE MANAGER (CFCI)
12. 2RU 48 PORT MODULAR PATCH PANEL (CFCI)
13. 2RU 48 PORT NETWORK SWITCH (OPOI)
14. VERTICAL PDU - EQUAL TO TRIPLITE PART # PDUV30HV (CFCI)
15. HORIZONTAL PDU - EQUAL TO TRIPLITE PART # DRS-1215 (CFCI)
16. SPACE ALLOCATED FOR OWNER EQUIPMENT (OFOI)
17. SITE CONDUITS ENTRANCE POINT (CFCI)
PLAN NOTES:##
1. 48 PORT PATCH PANELS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE AND INSTALL QUANTITIES AS REQUIRED
TO TERMINATE ALL UTP CABLES
2. CONTRACTOR TO COORDINATE AND VERIFY ROOM BUILDOUT
REQUIREMENT WITH OWNER PRIOR TO CONSTRUCTION START OF
ROOM.
3. C = CONTRACTOR
4. O = OWNER
5. F = FURNIISHED
6. I = INSTALLED
GENERAL NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
SYSTEM DETAILS –ELEC.
RM 134
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.5
10/04/2023
220025.00 C2023-15
3/8" = 1'-0"1 ELEC. RM 134 -ROOM DETAIL
3/8" = 1'-0"2 Elevation 1 -a
3/8" = 1'-0"3 Elevation 1 -b
3/8" = 1'-0"4 Elevation 1 -c
3/8" = 1'-0"5 Elevation 1 -d
3/4" = 1'-0"6 WALL CABINET LAYOUT
10/13/202310/04/2023
BID DOCUMENT SET
IT
150
E7.6
2
3
4
5
17
7
2
3
2
3
7
5
4
6
6
3 3
5
5
19' - 11 3/4"
77
4
9
1
2 2
1
6
9
7' - 7"
3 2 3
19' - 11 3/4"
9
11
8
17 17
5
7' - 7 3/4"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
NOTE: PDU AND UPS POWER OUTLETS GET MOUNTED FACING THE BACK OF THE RACKS
2 14
7
33
10
11
12
11
11
13
15
TYPICAL 2-
POST RACK
LAYOUT
1. 48 PORT PATCH PANELS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE AND INSTALL QUANTITIES AS REQUIRED
TO TERMINATE ALL UTP CABLES
2. CONTRACTOR TO COORDINATE AND VERIFY ROOM BUILDOUT
REQUIREMENT WITH OWNER PRIOR TO CONSTRUCTION START OF
ROOM.
3. C = CONTRACTOR
4. O = OWNER
5. F = FURNIISHED
6. I = INSTALLED
GENERAL NOTES:
1. 3/4" PAINTED PLYWOOD - HORIZONTAL AT 24" AFF (CFCI)
2. 2-POST FLOOR RACK (CFCI)
3. VERTICAL MANAGER - (10") - DOUBLE SIDED WITH DOORS (CFCI)
4. WALL MOUNTED GROUND BAR (CFCI)
5. 4" UL 1479 RATED THROUGH-PENETRATION FIRE STOP (CFCI)
6. 18" WIDE CABLE RUNWAY (CFCI)
7. GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED ADJACENT TO WALL MOUNT
RACK. (CFCI)
8. PROVIDER D-MARK TERMINATION LOCATION.
9. DOOR ACCESS AND OTHER SYSTEMS TERMINATION AREA
10. 2RU FIBER ENCLOSURE (CFCI)
11. 2RU HORIZONTAL WIRE MANAGER (CFCI)
12. 2RU 48 PORT MODULAR PATCH PANEL (CFCI)
13. 2RU 48 PORT NETWORK SWITCH (OPOI)
1RU FIBER ENCLOSURE (CFCI)
PLAN NOTES:##
14. VERTICAL PDU - EQUAL TO TRIPLITE
PART # PDUV30HV (CFCI)
15. HORIZONTAL PDU - EQUAL TO TRIPLITE
PART # DRS-1215 (CFCI)
16. SPACE ALLOCATED FOR OWNER EQUIPMENT (OFOI)
17. SITE CONDUITS ENTRANCE POINT (CFCI)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
SYSTEM DETAILS –IT RM
150
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.6
10/04/2023
220025.00 C2023-15
3/8" = 1'-0"1 IT RM 150 -ROOM DETAIL
3/8" = 1'-0"2 Elevation 2 -a
3/8" = 1'-0"3 Elevation 2 -b
3/8" = 1'-0"4 Elevation 2 -c
3/8" = 1'-0"5 Elevation 2 -d
NTS6IT RM 150 -ROOM DETAIL
10/13/202310/04/2023
BID DOCUMENT SET
IT/GEN STORAGE
176
E7.7
2
3
4
5
4
1
7
26
5
8' - 5 3/4"
1
24
7
6
2
8' - 5 3/4"
5
10
11
12
13
15
1. 3/4" PAINTED PLYWOOD - HORIZONTAL AT 24" AFF (CFCI)
2. WALL MOUNTED WALL CABINET (CFCI)
3. VERTICAL MANAGER - DOUBLE SIDED WITH DOORS (CFCI)
4. WALL MOUNTED GROUND BAR (CFCI)
5. 4" UL 1479 RATED THROUGH-PENETRATION FIRE STOP (CFCI)
6. 18" WIDE CABLE RUNWAY (CFCI)
7. GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED ADJACENT TO WALL MOUNT
RACK. (CFCI)
8. PROVIDER D-MARK TERMINATION LOCATION.
9. DOOR ACCESS AND OTHER SYSTEMS TERMINATION AREA
10. 1RU FIBER ENCLOSURE (CFCI)
11. 2RU HORIZONTAL WIRE MANAGER (CFCI)
12. 2RU 48 PORT MODULAR PATCH PANEL (CFCI)
13. 2RU 48 PORT NETWORK SWITCH (OPOI)
PLAN NOTES:
##
14. VERTICAL PDU - EQUAL TO TRIPLITE
PART # PDUV30HV (CFCI)
15. HORIZONTAL PDU - EQUAL TO TRIPLITE
PART # DRS-1215 (CFCI)
16. SPACE ALLOCATED FOR OWNER EQUIPMENT (OFOI)
1. 48 PORT PATCH PANELS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE AND INSTALL QUANTITIES AS REQUIRED
TO TERMINATE ALL UTP CABLES
2. CONTRACTOR TO COORDINATE AND VERIFY ROOM BUILDOUT
REQUIREMENT WITH OWNER PRIOR TO CONSTRUCTION START OF
ROOM.
3. C = CONTRACTOR
4. O = OWNER
5. F = FURNIISHED
6. I = INSTALLED
GENERAL NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
SYSTEM DETAILS –IT/GEN
STORAGE RM 176
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.7
10/04/2023
220025.00 C2023-15
3/8" = 1'-0"1 IT/GEN STORAGE RM 176 -ROOM DETAIL
3/8" = 1'-0"2 Elevation 3 -a
3/8" = 1'-0"3 Elevation 3 -b
3/8" = 1'-0"4 Elevation 3 -c
3/8" = 1'-0"5 Elevation 3 -d
3/4" = 1'-0"6 WALL CABINET LAYOUT RM 176
10/13/202310/04/2023
BID DOCUMENT SET
SSTOR
104
E7.8 3
2
5
4
1
4 7
6 2
5
12' - 7 1/2"
6
4
1
2
7
12' - 0 3/4"
2
5
12' - 7 1/2"12' - 0 3/4"
1. 48 PORT PATCH PANELS ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE AND INSTALL QUANTITIES AS REQUIRED
TO TERMINATE ALL UTP CABLES
2. CONTRACTOR TO COORDINATE AND VERIFY ROOM BUILDOUT
REQUIREMENT WITH OWNER PRIOR TO CONSTRUCTION START OF
ROOM.
3. C = CONTRACTOR
4. O = OWNER
5. F = FURNIISHED
6. I = INSTALLED
GENERAL NOTES:
1. 3/4" PAINTED PLYWOOD - HORIZONTAL AT 24" AFF (CFCI)
2. WALL MOUNTED WALL CABINET (CFCI)
3. VERTICAL MANAGER - DOUBLE SIDED WITH DOORS (CFCI)
4. WALL MOUNTED GROUND BAR (CFCI)
5. 4" UL 1479 RATED THROUGH-PENETRATION FIRE STOP (CFCI)
6. 18" WIDE CABLE RUNWAY (CFCI)
7. GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED ADJACENT TO WALL MOUNT
RACK. (CFCI)
8. PROVIDER D-MARK TERMINATION LOCATION.
9. DOOR ACCESS AND OTHER SYSTEMS TERMINATION AREA
10. 1RU FIBER ENCLOSURE (CFCI)
11. 2RU HORIZONTAL WIRE MANAGER (CFCI)
12. 2RU 48 PORT MODULAR PATCH PANEL (CFCI)
13. 2RU 48 PORT NETWORK SWITCH (OPOI)
PLAN NOTES:
##
14. VERTICAL PDU - EQUAL TO TRIPLITE
PART # PDUV30HV (CFCI)
15. HORIZONTAL PDU - EQUAL TO TRIPLITE
PART # DRS-1215 (CFCI)
16. SPACE ALLOCATED FOR OWNER EQUIPMENT (OFOI)
10
11
12
13
15
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
SYSTEM DETAILS –
STORAGE RM 104
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.8
10/04/2023
220025.00 C2023-15
3/8" = 1'-0"1 IT/GEN STORAGE RM 176 -ROOM DETAIL
3/8" = 1'-0"2 Elevation 4 -d
3/8" = 1'-0"3 Elevation 4 -a
3/8" = 1'-0"4 Elevation 4 -b
3/8" = 1'-0"5 Elevation 4 -c
3/4" = 1'-0"6 WALL CABINET LAYOUT RM 104
10/13/202310/04/2023
BID DOCUMENT SET
O I
■PRODUCT DRAWING
IP65
IK08265(10-7/16")150(5-7/8")235(9-1/4")LAN
FIG. NAME
FIG.NO.
UNIT
REVISION
1/8
PAGE
DATE
mm
1
■PRODUCT DRAWING
220(8-11/16")172(6-3/4")PRODUCT DRAWING/SPECIFICATIONS
APPROVAL
CONFIRMATION
MAKING
60.5(2-3/8")UNIT
CENTER
CAMERA
COMMUNICATION
CALL
INDICATOR
STATUS
INDICATOR
(ORANGE/BLUE)
CAMERA
MICROPHONE
DOOR RELEASE
INDICATOR (GREEN)
LED FOR NIGHT
ILLUMINATION
SPEAKER
CALL BUTTON
FRONT PANEL
PACKING BOX
■SPECIFICATIONS
POWER SOURCE
CURRENT CONSUMPTION
TYPE OF COMMUNICATION
CAMERA
MINIMUM ILLUMINATION
LAN
AUDIO CODEC
VIDEO CODEC
PROTOCOL
ENCRYPTION METHOD
PACKET DELIVERY
NUMBER OF CALLED STATIONS
AMBIENT TEMPERATURE
MOUNTING
MATERIAL
UNIT COLOR
WEIGHT
IP RATING
IK RATING
REMARKS
DESCRIPTION
VIDEO DOOR STATION
MODEL NO.FIG.NO.
PRODUCT DRAWING/SPECIFICATIONS
FIG. NAME
PAGE
1/5
REVISION
1
UNIT
mm
DATE
ONVIF PROFILE S SUPPORT
UNIT: APPROX.1.2kg (2.7 lbs) / BOX: APPROX.690g (1.53 lbs)
FRONT PANEL: SILVER / MAIN UNIT: BLACK /
BOX: BLACK(ELECTRODEPOSITION COATING)
FRONT PANEL: STAINLESS STEEL, VERTICAL ALIGNMENT FINISHED
/ MAIN UNIT: SELF-EXTINGUISHING ABS RESIN / BOX: SPCC 1.2
FLUSH WALL-MOUNT
-40～+60℃(-40～+140°F)
20 STATIONS
UNICAST, MULTICAST
TLS1.0, TLS1.1, TLS1.2
IPv4, IPv6, TCP, UDP, SIP, HTTP, HTTPS, RTSP, RTP, RTCP, IGMP, MLD,
SMTP, SFTP, DHCP, NTP, DNS
H.264/AVC, MOTION JPEG
G.711(µ-LAW, А-LAW)、G.722
ETHERNET(10BASE-T, 100BASE-TX) AUTO MDI/MDI-X-COMPATIBLE
5 LUX
1/3-TYPE COLOR CMOS, SXVGA 1280 X 960(APPROX. 1.2 MILLION PIXELS)
HANDS-FREE: AUTOMATIC VOICE SWITCHING
POWER-OVER-ETHERNET
STANDBY: 55mA/STANDBY WITH CONTINUOUS RECORDING: 77mA
MAXIMUM: 155mA
24V DC EXTERNAL POWER SUPPLY
STANDBY: 94mA/STANDBY WITH CONTINUOUS RECORDING: 140mA
MAXIMUM: 300mA
POWER-OVER-ETHERNET(IEEE 802.3AF/AT CLASS 0)/ 24V DC EXTERNAL POWER SUPPLY
APPROVAL
CONFIRMATION
MAKING
POWER SOURCE
CURRENT CONSUMPTION
TYPE OF COMMUNICATION
CAMERA
■SPECIFICATIONS
MONITOR
AUDIO CODEC
VIDEO CODEC
PROTOCOL
ENCRYPTION METHOD
PACKET DELIVERY
NUMBER OF STATIONS IN
ADDRESS BOOK
AMBIENT TEMPERATURE
MOUNTING
ELECTRICAL BOX
MATERIAL
UNIT COLOR
WEIGHT
REMARKS
DESCRIPTION
MASTER STATION
MODEL NO.
POWER-OVER-ETHERNET(IEEE 802.3AF CLASS 0)
STANDBY 66mA, MAXIMUM 155mA
HANDS-FREE: AUTOMATIC VOICE SWITCHING/TOUCH-TO-TALK
7" TFT LCD DISPLAY, WVGA 800 X 480 (APPROX. 1.15 MILLION PIXELS)
1/4-TYPE CMOS, VGA 640 X 480 (APPROX. 300,000 PIXELS)
ETHERNET(10BASE-T, 100BASE-TX) AUTO MDI/MDI-X-COMPATIBLE
G.711(µ-LAW, А-LAW)、G.722
H.264/AVC, MOTION JPEG
IPv4, IPv6, TCP, UDP, SIP, HTTP, HTTPS, RTSP, RTP, RTCP, IGMP, MLD,
SMTP, SFTP, DHCP, NTP, DNS
TLS1.0, TLS1.1, TLS1.2
UNICAST, MULTICAST
500 STATIONS
0～40℃(32～104°F)
DESKTOP USE (WITH DESKTOP STAND) OR WALL-MOUNT
3-GANG BOX
SELF-EXTINGUISHING ABS RESIN
FLAT BLACK (N2 MUNSELL APPROXIMATION)
680g (APPROX.)(1.5 lbs)
(WHEN USED WITH DESK STAND: 870g (APPROX.)(1.92 lbs))
ONVIF PROFILE S SUPPORT
UNIT CENTER
CAMERA POSITION
75.5(3")SPEAKER
HOME BUTTON MICROPHONE
3.5mm 4-CONDUCTOR
MINI JACK
MICRO-SD CARD SLOT
RESET BUTTON
LIQUID CRYSTAL DISPLAY
(TOUCH SCREEN)
STATUS INDICATOR LIGHT
(ORANGE/BLUE)
PRIVACY MASK LEVER
(ON TOP)
CAMERA
MOUNTING BRACKET
31.7
(1-1/4")
OWNER PROVIDED NETWORK POE SWITCH
CAT.6 PLENUM (MINIMUM)
CAT.6 PLENUM (MINIMUM)
AIPHONE A/V MASTER STATION
PART # IX-MV7
AIPHONE A/V FLUSH DOOR STATION
- PART # IX-DVF
INTERCOM DOOR STRIKE
BY DIV.8
(2) COND. 16 GAUGE
(MINIMUM)
RELAY OUTPUT
BACK PANEL
RECEPTION
ENTRANCE DOOR
AIPHONE A/V MASTER STATION
PART # IX-MV7
SKATE RENTAL -
108
ADMINISTRATION
- 112
(GREEN)
INDICATOR (ORANGE)
CENTER
50(1-15/16")
60(2-3/8")
60(2-3/8")
10(3/8")
IX-DVF
2.5(1/8")
POWER
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
NTS
INTERCOM DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E7.9
10/04/2023
220025.00 C2023-15
NTS1INTERCOM
10/13/202310/04/2023
BID DOCUMENT SET
MAIN SWITCHBOARD "MSB" 3000AMP. 480/277V, 3∅, 4W, MIN. 65,000 AIC
SPD
60A
3P
800A
3P
800A
3P
600A
3P
800A
3P
M UTILITY APPROVED TRANSOCKET 3000A,
480Y/277V, 3PH, 4W
ALLIANT ENERGY TRANSFORMER
NEAR SOUTHEAST CORNER OF
BUILDING
SPARE
3000A
3P
LSIG
INCOMING UNDERGROUND ELECTRICAL
UTILITY SERVICE BY WE ENERGIES
6
E8.0
M
REFRIGERATION
MCC
T-1
75 KVA,
480:208Y/120V,
3PH, 4W
T-2
112.5 KVA,
480:208Y/120V,
3PH, 4W
T-7
75 KVA,
480:208Y/120V,
3PH, 4W
600A
3P
T-4
75 KVA,
480:208Y/120V,
3PH, 4W
ELECTRIC
RM 157
ELECTRIC
RM 113 ELECTRIC
RM 169
RECEIVING
RM 160
2
E8.0
1
E8.0
3
E8.0
60A, 3P
NF
60AS/60AF
PMS SWITCH
ELEVATOR-1
LP1
(L)
LP1
(R)
LP2
(L)
LP2
(R)
LP3
(L)
LP3
(R)
LP4
(L)
LP4
(R)
HL3
LTG.
INV.
HL2
DP2DP1 DP3 DP4
71
71
8 63 63 61 63 61
12121212
48 48
54 54 5454
10
10
10
MP1
48
T-3
75 KVA,
480:208Y/120V,
3PH, 4W
12
54
T-5
75 KVA,
480:208Y/120V,
3PH, 4W
LP5
12
51
HL1
48
LTG.
INV.
9 999
4
E8.0
5
E8.0
5
E8.0
8
E8.0
T-7
75 KVA,
480:208Y/120V,
3PH, 4W
LP6
12
51
T-8
75 KVA,
480:208Y/120V,
3PH, 4W
EV
12
54
LCPC
7
E8.0
LS1 LS2
LCPB LCPA
LTG.
INV.
5
E8.0
LS3
7
E8.0
7
E8.0
HL4 LCPB
LTG.
INV.
5
E8.0
LS4
7
E8.0
150A
3P
ELECTRIC
RM 157
ELECTRIC
RM 157
ELECTRIC
RM 157
ELECTRIC
RM 157
ELECTRIC
RM 157
ELECTRIC
RM 157
ELECTRIC
RM 113
ELECTRIC
RM 113
ELECTRIC
RM 113
ELECTRIC
RM 113
ELECTRIC
RM 113
ELECTRIC
RM 169
ELECTRIC
RM 169
ELECTRIC
RM 169
ELECTRIC
RM 169
ELECTRIC
RM 169
ELECTRIC
RM 169
RECEIVING
RM 160
RECEIVING
RM 160
ELECTRIC
RM 134
RECEIVING
RM 160
RECEIVING
RM 160
RECEIVING
RM 160
RECEIVING
RM 160
3/4" PLYWOOD
INSULATOR
TWO-HOLE COPPER
COMPRESSION LUG
BOLTED TO GROUND
BUS
3/0 BARE COPPER TO BUILDING
MAIN SERVICE GROUND BAR
NOTES:
1.TELECOMMUNICATIONS CONTRACTOR SHALL BOND ALL RACKS AND
ENCLOSURES TO THE GROUND BUS BAR WITH WIRING SIZE TBB SCHEDULE.
2.LENGTH OF BUS BAR SHALL BE ADEQUATE TO GROUND ALL EQUIPMENT AND
HAVE ROOM FOR 20% GROWTH.
3.ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL TMGB AND TMG AS
INDICATED BY DRAWINGS. EC TO COORDINATE WITH TELECOMMUNICATIONS
CONTRACTOR THE SIZE OF GROUND BUS BAR TO BE INSTALLED.
4.NEW GROUNDING BACKBONE TO INCLUDE NEW GROUNDING BUSBAR AND
GROUNDING CONDUCTOR AT APPLICABLE LOCATIONS, INCLUDING SOURCE
OF TELECOMMUNICATIONS GROUND.
20"x4"x1/4"
COPPER PLATE
#4 AWG.#6 AWG.
BUILDING STEEL
GROUND RODS
EXTERIOR DRIVEN
WATER PIPE
GROUND BUS
GROUND TO STREET SIDE OF SERVICE ENTRANCE WATER METER IN ACCORDANCE WITH ARTICLE 250 OF THE CURRENT
NEC. NFPA 70. SIZE GROUNDING ELECTRODE CONDUCTOR FOR SERVICE AND TRANSFORMER IN ACCORDANCE WITH
THE CURRENT NEC. AND LOCAL REQUIREMENTS.
CONCRETE ENCASED ELECTRODE IN FOOTING. SEE
SPECIFICATION 26 05 26 GROUNDING AND BONDING FOR
MORE INFORMATION. COORDINATE LOCATION WITH
STRUCTURAL CONTRACTOR.
GROUNDING ELECTRODE CONDUCTOR
G
N
EQUIPMENT GROUNDING
CONDUCTOR. SEE FEEDER
SCHEDULE FOR SIZE.A B C
480V
SEE FEEDER
SCHEDULE FOR
SIZE.
DRY-TYPE
TRANSFORMER
208Y/120V
SEE FEEDER SCHEDULE FOR
SIZE.
ISOLATED
NEUTRAL
TERMINAL BAR.
SYSTEM BONDING JUMPER. SEE
GROUND/BONDING TABLE FOR
SIZE.
GROUNDING ELECTRODE
CONDUCTOR. SEE
GROUND/BONDING TABLE
FOR SIZE.
N
NEAREST
GROUNDING
ELECTRODE.
SUPPLY SIDE BONDING JUMPERS.
SEE GROUND/BUILDING TABLE FOR
SIZE.
GROUND/BONDING TABLE
COPPER
EQUIPMENT BONDING JUMPER
SYSTEM BONDING JUMPER
GROUNDING ELECTRODE
CONDUCTOR
15 #8
30 #6
45 #6
75 #2
112.5 #1/0
150 #2/0
200 #3/0
225 #3/0
TRANSFORMER
KVA
1. ELECTRICAL CONTRACTOR TO COORDINATE ALL WORK FOR
SERVICES WITH LOCAL UTILITY. OBTAIN ALL NECESARY APPROVIALS,
PERMITS AND INSPECTIONS, COORDINATE AND SCHEDULE ALL WORK
WITH THE SERVING UTILITY CO.
2. PROVIDE A 4" REINFORCED CONCTRETE HOUSEKEEPING PAD UNDER
ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT.
3. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL
EQUIPMENT LOCATIONS AND SIZES.
4. VERIFY WITH LOCAL UTILITY THAT THIS CONTRACTOR NEED ONLY
PROVIDE EMPTY CONDUITS TO UTILITY PAD MOUNTED TRANSFORMER
SECONDARY AND THAT THE UTILITY SHALL PROVIDE AND INSTALL
SERVICE ENTRANCE CONDUCTORS.
5. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES
ONLY. ALL EQUIPMENT INCLUDING CIRCUIT BREAKERS SHALL BE
FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR
SHALL VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE
MAXIUM SHORT CIRCUIT CAPACITY. USING THE MAXIMUM FAULT,
PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND
ARC FLUSH STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS
STUDY WITHT THE UTILITY LETTER SHALL BE SUBMITTED WITH THE
ELECTRICAL DISTRIBUTION SHOP DRAWINGS.
6. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS; (L)
LEFT & (R) RIGHT AND SHOULD BE PROVIDED WITH FEED-THRU LUGS.
PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE.
7. TYPICAL 75KVA AND BELOW BRANCH PANELBOARD TRANSFORMERS
TO BE WALL MOUNTED. FIELD LOCATE ABOVE PANELS AT A MINIMUM
OF 8'-0" A.F.F. REFER TO DETAIL 8, SHEET E6.1 FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
##
E8.0
1. PROVIDE BUSSMANN POWER MODULE OR APPROVED EQUAL WITH 100A
ASSEMBLY, SHUNT-TRIP MODULE, AND DOOR INTERLOCK CONTACTS FOR
ELEVATOR CAB LOWERING CIRCUIT. COORDINATE EXACT FUSE SIZE WITH
ELEVATOR SHOP DRAWINGS.
2. ELEVATOR CONTROLLER. COORDINATE EXACT LOCATION AND CONNECTION
REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN.
3. EC IS RESPONSIBLE FOR PROVIDING FEEDER TO REFRIGERATION MCC AND
TERMINATING. INSTALLATION OF MCC AND WIRING OF ALL MCC BRANCH
CIRCUITS TO REFRIGERATION EQUIPMENT BY REFRIGERATION
CONTRACTOR. MCC EQUIPMENT LOADS SCHEDULED ARE FOR REFERENCE
ONLY.
4. INTERCONNECT TO THE FIRE ALARM CONTROL PANEL ELEVATOR SHUT
DOWN CIRCUIT.
5. PROVIDE A 8KW, SINGLE PHASE EMERGENCY LIGHTING INVERTER,
EQUIPPED WITH A DISTRIBUTION CIRCUIT BREAKER TO FEED PANEL 'EM/LS-
X', MIN. 90 MINUTE BATTERY, AND 10 YEAR WARRANTY. PROVIDE MEYERS
ILLUMINATOR IE 480V INPUT -480/277V OUTPUT OR APPROVED EQUAL.
6. REMOTE SPD MOUNTED ADJACENT TO SWITCHBOARD PER SPECIFICATION
26 43 00.
7. PROVIDE A PROGRAMMABLE RELAY CONTROL PANEL TO CONTROL
LIGHTING AS INDICATED ON SHEET E5.0. PANEL SHALL INCLUDE TIME CLOCK
FUNCTION AND TIME OF DAY CONTROL PROGRAMMING CAPABILITY.
8. PROVIDE A 600V, 3-PHASE, 4 WIRE UTILITY APPROVED PAD MOUNTED
CT/METERING CABINET.
SHEET NOTES:
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
ELECTRICAL RISER
DIAGRAM
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2510 Milton Avenue
Janesville, WI 53545
BID SET
E8.0
10/04/2023
220025.00 C2023-15
NTS:1 ELECTRICAL POWER ONE-LINE DIAGRAM
NTS:2 GROUND BAR DETAIL
NTS:3 GROUND DETAIL
NTS:4 TRANSFORMER GROUNDING/BONDING DETAIL
E - FEEDER SCHEDULE
WIRE
NUMBER
FEEDER
RATEING
(AMPS) # OF SETS FEEDER SIZE (QTY) FEEDER SIZE
EQUIPMENT
GROUND
(QTY)
EQUIPMENT
GROUND SIZE
CONDUIT
(QTY)
CONDUIT
SIZE
8 60 A 3 #4 #10 1"
9 30 A 3 #10 #10 3/4"
10 60 A 4 #4 #10 1-1/4"
12 150 A 3 1/0 #6 1-1/2"
48 100 A 4 #1 #8 1-1/2"
51 150 A 4 1/0 #6 2"
54 225 A 4 4/0 #4 2-1/2"
61 600 A 2 4 350kcmil #1 2 3"
63 800 A 2 4 600kcmil #1/0 2 4"
71 3000 A 8 4 500kcmil 400kcmil 8 3-1/2"
10/13/202310/04/2023
BID DOCUMENT SET
MICROHHHHHICECOFFEE
RFU/C R24"X60"24"X60"24"X48"24"X60"24"X48"W.H.18"X60"
18"X36"18"X48"GLASSDOORRGLASSDOORRPOSFU/C RPOSRAPIDCOOK
18"X60"18"X60"SAFEHRAPIDCOOKFULL HEIGHTPASS THRUFULL HEIGHTU/C RU/C RU/C RMENU BOARDPOP-CORNCUPS
POSPOS 75"54"FUTURETYPE 2POS54321109FUTURESTACKEDCONV.OVENSRRRCOFFEE 221115161721212121212122222222232323313029282730x7230x7230x7230x72
434240444444454140406048484950415455494056656667636363646250614478787140797140414443407174717340444483847172UPHCHCHCHCHCHCHCHCHCHCDNDNDNUPUPHCHCHCHCHCHCDNJ.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)SKATE RENTAL108CHECK-IN/RENTAL107VESTIBULE100MAIN LOBBY101MENS106AMEETING ROOM(A)102MEETING ROOM(B)103STOR104FIRST AID105LOBBY / LINK155STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGE160FAMILY TLT162J.C.163MEN'S166GENERALBUILDINGSTORAGE167REFRIGERATION172Y.H. STORAGE137WET TEAMROOM #1138WET TEAMROOM #2140UNISEX TLT141YH COACH143ICE ARENALOBBY117MEN'S121ELEC134MAIN COACH133MAIN TEAMROOM132LAUNDRY131TRAINING129UNISEX TLT128TEAM ROOM 4127TEAM ROOM 5126WET TEAMROOM 3125WET TEAM RR124WET TEAMROOM 4123IT150TEAM ROOM 3149TEAM ROOM 1147WOMEN'S165F.S. STORAGE175TEAM ROOM 2148REFEREE145REFEREE RR146WET TEAM RR139MERCYHEALTHARENA136MULTI-PURPOSEAREA154MULTI-USECONVENTIONSPACE156ICE RINKCIRCULATION151PASSAGE130ICE RINKCIRCULATION135PASSAGE1441" / 1'-0"1" / 1'-0"SLOPESLOPESLOPEADD ALT 2SEE SHEETA2.6 -2.8ADD ALT 1SEE SHEET A2.4TRASH/RECYCLESIM TRASH/RECYCLERESURFACER/SHOPTOOLS/LAUNDRY170MECHANICAL168ELECTRICAL169MALLCONNECTION164IT/GENSTORAGE176TEMP STORAGE174HOCKEYSTORAGE173METER/RISER179ELECTRICAL113BREAKROOM109ADMIN112OFFICE110OFFICE111COPY AREA112 (A)GEN STORAGE153LOCKERALCOVE101 (A)J.C.1421" / 1'-0"AV CLOSET157 (A)AV CLOSET167 (B)STORAGE135(A)CLOSET133(A)VESTIBULE171CLOSET172(A)MULTIPURPOSESEATING154 (A)VESTIBULE118EXISTING MALL1" / 1'-0"1" / 1'-0"ELEV152BOLLARD SPACING 6'-0" LOCATED 3'-0" OFF BACK OF CURB.(INCLUDE CURB TAPER SECTIONS) - SEE CIVIL DRAWINGS FORLOCATION FOR COORDINATION WITH UTILITES. (V.I.F.)WOMENS106BFAMILY RR106WOMENS12270 SFFAMILYRESTROOM12059 SFWELLNESSROOM119NNConsultant:Project:Location:Sheet:PlanNorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: 1/16" = 1'-0"Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:FOODSERVICEOVERALL PLANWOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsFS10010-4-23220025.00-10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
MICROHHHHHICECOFFEE75"54"FUTURETYPE 254321109FUTURESTACKEDCONV.OVENSRRR221115161721212121212122222222232323313029282730x7230x7230x7230x72STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGEAV CLOSET157 (A)RFU/C R24"X60"24"X60"24"X48"24"X60"24"X48"W.H.18"X60"18"X36"18"X48"GLASSDOORRGLASSDOORRPOSFU/C RPOSRAPIDCOOK18"X60"18"X60"SAFEHRAPIDCOOKFULL HEIGHTPASS THRUFULL HEIGHTU/C RU/C RU/C RMENU BOARDPOP-CORNCUPS
POSPOS
POSCOFFEE 434240444444454140406048484950415455494056656667636363646250614478787140797140414443407174717340444483847172J.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)150ELECTRICAL113GEN STORAGE153LOCKERALCOVE101 (A)ITEMDESCRIPTIONHAND SINKMICROWAVESPARE NUMBER12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061EQUIPMENT LISTQTYBY PCCOMMENTS21-WALL SHELFWORKTABLE W/ SINK11TRASH CONTAINER 4EXHAUST HOOD (TYPE 2)MOP SINK11SPARE NUMBERSTACKED CONVECTION OVENS-1SPARE NUMBER-WALL SHELF4-COMPARTMENT SINK11SPARE NUMBERSPARE NUMBER--SPARE NUMBER-SPARE NUMBERHOT HOLDING CABINET-5SPARE NUMBERSPARE NUMBER--DISPOSER W/ PRE-RINSE ASSEMBLY1SPARE NUMBERSPARE NUMBER--REACH-IN REFRIGERATORSPARE NUMBER3-MOBILE WORKTABLE4ICE TRANSPORT CARTWORKTABLE11COFFEE MAKERWORKTABLE W/ SINK11COFFEE GRINDER1SPARE NUMBERSPARE NUMBER--SPARE NUMBERSPARE NUMBER--SPARE NUMBER-TRASH CONTAINER HAND SINK83SPARE NUMBERSPARE NUMBER--SPARE NUMBER-SAFESPARE NUMBER1-WALL SHELFSTORAGE SHELVING1LOT4-COMPARTMENT SINK1UNDERCOUNTER REFRIGERATORSPARE NUMBER2-REACH-IN FREEZERRAPID COOK OVEN22SPARE NUMBER-WORKTABLE W/ SINKWALL SHELF11SPARE NUMBERHOT HOLDING CABINET-1SPARE NUMBER-REACH-IN REFRIGERATORROLLER GRILL W/ BUN WARMER11SPARE NUMBERSPARE NUMBER--SPARE NUMBER-62636465666768697071727374757677787980818283848586878889CUP/LID DISPENSERCOFFEE MAKER11UNDERCOUNTER REFRIGERATORMENU BOARD31COUNTER W/ PASS-THRU1SPARE NUMBERP.O.S. SYSTEM-5SPARE NUMBERSPARE NUMBER--COFFEE GRINDER1SPARE NUMBERSPARE NUMBER--COUNTERTOP POPCORN MAKER11P.O.S. COUNTER1SPARE NUMBERSPARE NUMBER--GLASS DOOR MERCHANDISER21SPARE NUMBER-SPARE NUMBERSPARE NUMBER--WATER HEATERMOP SINK11SPARE NUMBER-SPARE NUMBERSPARE NUMBER--SPARE NUMBER-BY OWNERBY OWNERBY OWNERBY OWNERBY OWNERBY MILLWORKP.O.S. COUNTERBY MILLWORKP.O.S. COUNTERBY MILLWORKBY OWNERBY PCBY OWNERFUTUREFUTURE(1 NEW - 2 FUTURE)BY OWNERNNConsultant:Project:Location:Sheet:PlanNorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: 1/4" = 1'-0"Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:FOODSERVICEEQUIPMENT PLANWOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsFS10110-4-23220025.00-10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
77"33"104"36"27COCO53"57"57"23B23A23B6"45"36"CO1CO117117"27"27"27"27"81"2121212121105"60"128"75"
75"132"CO2CO2CO2CO2CO5CO24"84"28S48"45"27"91057"57"COCO21"CO160"51"9"12"5049CO4821"CO151"71186"CO115"30"12"78"9"15"6"9"36"48"6427"57"CO148"27"717154"
48"57"78785449COCO604848"12"50616363CO63666712"51"42"737171836"CO12"CO30"CO54"CO60"33"CO151"CO133"63"CO1CO175"CO145"45"33"45"CO1CO1CO1CO118"CO154"CO1CO130"CO145"CO175"CO130"CO136"CO1E10.E9.E8.E7.E6.E2.E4.E5.E3.E1.E11.E12.THIS PLAN SHOWS ONLY THE REQUIREMENTS FOR FOODSERVICEEQUIPMENT TO BE FURNISHED BY THE FOODSERVICE EQUIPMENTCONTRACTOR. FOR ALL OTHER REQUIREMENTS, REFER TO ARCHITECTSPLANS, CONSULTANT OR OWNER.UNLESS OTHERWISE SPECIFIED, THE ELECTRICIAN IS TO FURNISH ALL 208VOLT CORDS, PLUGS AND RECEPTACLES WHERE NECESSARY.ELECTRICAL CONTRACTOR TO FURNISH ALL LIGHT BULBS REQUIRED FOREXHAUST HOOD(S) AND/OR WALK-IN COOLERS AND FREEZERS UNLESSOTHERWISE SPECIFIED.ALL ELECTRICAL WORK PERFORMED IS TO BE DONE IN ACCORDANCE WITHALL STATE AND LOCAL CODES.EQUIPMENT MANUFACTURERS SPECIFICATION SHEETS FOR EACH PIECEOF EQUIPMENT TO BE SUPPLIED BY FOODSERVICE EQUIPMENTCONTRACTOR WILL BE MADE AVAILABLE TO EACH CONTRACTOR UPONREQUEST.DIMENSIONS ON THIS PLAN ARE GIVEN TO THE CENTERLINES OF THEROUGH-INS.ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL DISCONNECTSWITCHES AS REQUIRED BY LOCAL CODE.ELECTRICAL CONTRACTOR TO SEAL INSIDE OF CONDUIT W/ SILICONE OREXPANDABLE FOAM WHERE CONDUIT PENETRATES WALK-INCOOLER/FREEZER WALLS. TYPICAL.THE FOODSERVICE EQUIPMENT CONTRACTOR WILL NOT BE RESPONSIBLEFOR FURNISHING ELECTRICAL APPURTENANCES SUCH AS LINE ORDISCONNECT SWITCHES, SAFETY CUTOUTS, CONTROL PANELS, FUSEBOXES, FITTINGS AND INTERWIRING REQUIRED BETWEEN EQUIPMENT ANDCONTROL PANELS UNLESS SPECIFIED IN FOODSERVICE EQUIPMENTCONTRACT.ALL ELECTRICAL CONDUIT IS TO BE RUN WITHIN WALL SURFACES ANDBOXES AND RECEPTACLES ARE TO BE INSET FLUSH WITH WALL SURFACE.SURFACE MOUNTED ELECTRICAL WORK IS NOT TO BE USED UNLESSOTHERWISE SPECIFIED ON FOODSERVICE EQUIPMENT ROUGH-IN PLAN.ELECTRICAL CONTRACTOR IS TO SUPPLY AND INSTALL ALL CONDUIT,WIRING, BOXES, SWITCHES, FACEPLATES, BRACKETS, ETC. TO COMPLETEINSTALLATION. ELECTRICAL CONTRACTOR SHALL ALSO MAKE ALL FINALCONNECTIONS TO FOODSERVICE EQUIPMENT INCLUDING ALLINTERWIRING REQUIRED FOR WALK-IN COOLERS AND FREEZERS ANDTHEIR COMPRESSORS, BLOWER FANS, TIMERS, HEATERS AND LIGHTING.ELECTRICIAN IS TO DO ALL INTERWIRING FOR EXHAUST HOOD LIGHTING,BLOWERS, DAMPERS, AND FIRE SUPPRESSION SYSTEM, INCLUDING THESUPPLY AND INSTALLATION OF A SHUNT/TRIP BREAKERS FOR EQUIPMENTAND FAN INTERLOCK MECHANISMS AS NEEDED.ELECTRICALCONTRACTORS NOTESELECTRICAL CONTRACTOR IS TO VERIFY ALL REQUIREMENTS FOREXISTING EQUIPMENT TO BE REUSED OR ITEMS LABELED "BY OTHERS".ELECTRICAL CONTRACTOR TO COMPLY WITH ALL LOCAL ANDSTATE ELECTRICAL CODES.ELECTRICAL CONTRACTOR TO READ AND REVIEW 11 40 00SPECIFICATIONS.ELECTRICAL NOTESWIRED FROM ABOVEWFAABOVE FINISHED FLOORAFFHORSEPOWERHPVOLTVKILOWATTSKWTELEPHONETELSWITCHSWJUNCTION BOXJBELECTRICAL CONDUIT STUB UPECSDIRECT WIRED CONNECTIONDIRSPECIAL PURPOSE OUTLETSPOCONVENIENCE OUTLETCODEDICATED DUPLEX GROUNDED RECEPTACLEDDGRDUPLEX GROUNDED RECEPTACLEDGRSINGLE GROUNDED RECEPTACLESGRGROUND FAULT CIRCUIT INTERRUPTGFCIELECTRICAL SYMBOLS & ABBREVIATIONSELECTRICAL CONTRACTORECCONNECTION(S)ELECTRICAL ROUGH-INSITEMQTYELECTRICAL CONTRACTOR TO INSTALL CORD AND PLUGSPROVIDED BY FOODSERVICE EQUIPMENT CONTRACTOR.ELECTRICAL NOTESCORD GRIPSUSPENDEDCEILINGBRACED 4"OCTAGON BOXCEILING CANOPYWITH CENTER HOLES.O.- CORDREINFORCEDWOODHEAD PORTABLEPOWER OUTLET BOX#3080-1 FOR DUPLEXRECEPTACLE (VERIFYNEMA #'S WITHEQUIPMENT SUPPLIER).SEE ROUGH-IN PLANFOR INDIVIDUALMOUNTING HEIGHTS.CEILING MOUNTED OUTLETDETAIL23CO1120V./1 DGR 18" AFF. FOR A CONVENIENCE OUTLET. 20.0 AMP CIRCUIT.14CO120V./1 DGR 48" AFF. FOR A CONVENIENCE OUTLET. 20.0 AMP CIRCUIT.4CO2120V./1 SUSPENDED DGR FROM ABOVE DOWN TO 66" AFF. FOR A CONVENIENCE OUTLET. 20.0 AMP CIRCUIT.* ALSO REFER TO SUSPENDED OUTLET DETAIL THIS SHEET.15120V./1 DGR 66" AFF. FOR MICROWAVE. 1.5 KW. 13.0 AMPS. NEMA 5-15P.120V./1 DGR. 18" AND 48" AFF. FOR STACKED CONVECTION OVENS. 3/4 HP EACH. 8.0 AMPS EACH. NEMA 5-15P EACH.FUTURE - E.C. TO CAP AND COVER ROUGH-INS FOR FUTURE USE.19SWITCH FOR EXHAUST HOOD (TYPE 2) FAN(S) 48" AFF. FAN(S) BY HVAC. SWITCH(ES) BY E.C.E.C. TO WIRE TO HOOD LIGHT. SWITCH(ES) TO CONTROL LIGHT AND FAN(S).E.C. TO VERIFY LOCATION(S) AND REQUIREMENTS.FUTURE - E.C. TO CAP AND COVER ROUGH-IN(S) FOR FUTURE USE.208V./3 J-BOX 18" AFF. FOR DISPOSER. 2.0 HP. 6.6 AMPS. E.C. TO FURNISH AND INSTALL DISCONNECT PER LOCAL CODE(S).E.C. TO CONNECT DISPOSER, SOLENOID VALVE AND SWITCH.521120V./1 SUSPENDED DGR FROM ABOVE DOWN TO 66" AFF. FOR HOT HOLDING CABINET. 1.9 KW. 16.0 AMPS. NEMA 5-20P.BY OWNER - EC TO VERIFY ROUGH-IN LOCATION AND REQUIREMENTS.* ALSO REFER TO SUSPENDED OUTLET DETAIL THIS SHEET.117110120V./1 DGR. 90" AFF. FOR REACH-IN REFRIGERATOR. 1/2 HP. 5.9 AMPS. NEMA 5-15P.123A120V./1 DGR. 48" AFF. FOR COFFEE GRINDER. 9.4 AMPS. NEMA 5-15P.127120/240V./1 J-BOX 48" AFF. FOR COFFEE MAKER. 6.6 KW. 27.5 AMPS.E.C. TO FURNISH AND INSTALL A DISCONNECT PER LOCAL CODES.128120V./1 DGR. 48" AFF. FOR REACH-IN FREEZER. 3/4 HP. 8.7 AMPS. NEMA 5-15P.248208V./1 DGR. 48" AFF. FOR RAPID COOK OVEN. 8.32 KW. 50.0 AMPS. NEMA 6-50P.249120V./1 DGR. 48" AFF. FOR HOT HOLDING CABINET. 1.9 KW. 16.0 AMPS. NEMA 5-20P.154120V./1 DGR. 18" AFF. FOR UNDERCOUNTER REFRIGERATOR. 1/4 HP. 4.0 AMPS. NEMA 5-15P.250120V./1 DGR. 48" AFF. FOR REACH-IN REFRIGERATOR. 1/2 HP. 5.9 AMPS. NEMA 5-15P.160120V./1 DGR. 18" AFF. FOR UNDERCOUNTER REFRIGERATOR. 1/5 HP. 3.0 AMPS. NEMA 5-15P.363MENU BOARD BY OWNER.BY OWNER - E.C. TO VERIFY ROUGH-IN LOCATION(S) AND REQUIREMENTS.164120/240V./1 J-BOX 48" AFF. FOR COFFEE MAKER. 4.0 KW. 16.6 AMPS.E.C. TO FURNISH AND INSTALL A DISCONNECT PER LOCAL CODES.166120V./1 DGR. 48" AFF. FOR COFFEE GRINDER. 9.4 AMPS. NEMA 5-15P.167120V./1 DGR. 48" AFF. FOR ROLLER GRILL W/ BUN WARMER. 12.8 AMPS. NEMA 5-15P.161183WATER HEATER BY OWNER.BY OWNER - E.C. TO VERIFY ROUGH-IN LOCATION(S) AND REQUIREMENTS WITH OWNER.120V./1 DDGR. 48" AFF. FOR P.O.S. SYSTEM. 20.0 AMP DEDICATED CIRCUIT.E.C. TO PROVIDE DATA CABLE CORD REEL FOR RUNNING OF P.O.S. AND DATA LINES; ROUTE PER OWNER'S SPECIFICATIONS.BY OWNER - E.C. TO VERIFY ROUGH-IN LOCATION(S) AND REQUIREMENTS WITH OWNER.571120V./1 DGR. 48" AFF. FOR COUNTERTOP POPCORN MAKER. 13.5 AMPS. NEMA 5-15P.173120V./1 DGR. 18" AFF. FOR GLASS DOOR MERCHANDISER. 16.0 AMPS.BY OWNER - E.C. TO VERIFY ROUGH-IN LOCATION AND REQUIREMENTS WITH OWNER.278120V./1 DGR. 90" AFF. FOR FUTURE REACH-IN REFRIGERATOR. 1/2 HP. 5.9 AMPS. NEMA 5-15P.FUTURE - E.C. TO CAP AND COVER ROUGH-IN FOR FUTURE USE.223BNNConsultant:Project:Location:Sheet:PlanNorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: 1/4" = 1'-0"Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:FOODSERVICEELECTRICAL PLANWOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsFS10210-4-23220025.00-10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
8"444464"4412"
15"99"49"60"44 48"22"8"6"20"6"8"6"115"31"442815"29C29A29B1C1B1A17C17A17B16C16C16A16B16C94A4C4B1A1C1B11A11C11B194"44
4415"114"6"8"6"20"6"8"6"45"44104"55C55B55A41C41B41A42C42B42A42C42C42A42B42C44
41C41A41B41C41B41A18"168"668"44
12"84C84A84B83HWHOT WATER LINE STUBCWCOLD WATER LINE STUBDWDIRECT WASTE CONNECTIONFDFLUSH FLOOR DRAIN AND GRATEINDINDIRECT WASTE DRAIN FS12" SQUARE FLOOR SINKGASGAS SUPPLY LINE STUBAFFABOVE FINISHED FLOORDFADOWN FROM ABOVEDFSSSTEAM SUPPLYCRCONDENSATE RETURNPLUMBING SYMBOLS & ABBREVIATIONSPCPLUMBING CONTRACTORPLUMBING CONTRACTOR TO COMPLY WITH ALL LOCAL ANDSTATE PLUMBING CODES.PLUMBING CONTRACTOR TO READ AND REVIEW 11 40 00SPECIFICATIONS.PLUMBING NOTEEXACT LOCATION OF ALL FLOOR DRAINS TO BE LOCATED BYPLUMBING CONTRACTOR.FLOOR DRAIN NOTEPLUMBING CONTRACTOR TO FURNISH AND INSTALL ANY ANDALL CODE COMPLYING BACKFLOW PREVENTERS PER LOCALCODES.BACKFLOW PREVENTER NOTEP10.P3.P9.P8.P7.P6.P5.P4.P1.P2.P11.P12.THE FOODSERVICE EQUIPMENT CONTRACTOR WILL NOT BE RESPONSIBLEFOR PROVIDING APPURTENANCES SUCH AS TEES, ELBOWS, MIXINGVALVES, R.P. VALVES, GREASE TRAPS OR INTERCEPTORS, BACKFLOWDEVICES, COUPLINGS AND FITTINGS OTHER THAN THOSE FURNISHED ASSTANDARD WITH EQUIPMENT TO BE FURNISHED BY THE FOODSERVICEEQUIPMENT CONTRACTOR, EXCEPT WHERE SPECIFIED TO DO SO UNDERTHE ARCHITECTS OR CONSULTANTS GENERAL KITCHEN EQUIPMENTSPECIFICATIONS.PLUMBER/FITTERS NOTESTHIS PLAN SHOWS ONLY THE REQUIREMENTS FOR FOODSERVICEEQUIPMENT TO BE FURNISHED BY THE FOODSERVICE EQUIPMENTCONTRACTOR. FOR ALL OTHER REQUIREMENTS, REFER TO ARCHITECT'SPLANS, CONSULTANT, OR OWNER.UNLESS OTHERWISE SPECIFIED, THE PLUMBER IS TO FURNISH ANDINSTALL ALL NECESSARY P.V.C. PIPING (6" MIN.) THROUGH AND BELOWFLOOR TO ACT AS A CHASE FOR BEVERAGE AND/OR REFRIGERATION LINERUNS. BENDS IN P.V.C. CHASE ARE NOT TO EXCEED 45 DEGREES AT ANYSINGLE POINT.PLUMBER/FITTER TO MAKE ALL FINAL PLUMBING AND GAS CONNECTIONSTO EQUIPMENT, INCLUDING MOUNTING FAUCETS AND DRAINS. EXTENDWASTE LINES FROM ALL APPLICABLE EQUIPMENT TO NEAREST INDIRECTDRAIN AS SHOWN ON PLAN.ALL MECHANICAL WORK PERFORMED IS TO BE DONE IN ACCORDANCEWITH ALL STATE AND LOCAL CODES.PLUMBER/FITTER CONTRACTOR IS TO VERIFY ALL REQUIREMENTS FOREXISTING EQUIPMENT TO BE REUSED OR ITEMS LABELED "BY OTHERS".ALL PLUMBING, GAS AND STEAM LINES TO BE RUN WITHIN WALL CAVITIESSO AS TO HAVE ONLY SUPPLY AND RETURN STUBS PROTRUDINGTHROUGH WALL SURFACE. WALL PENETRATIONS ARE TO BE SEALED ANDTRIM RINGS APPLIED. SURFACE MOUNTED PLUMBING, GAS AND STEAMLINES ARE NOT TO BE USED UNLESS OTHERWISE SPECIFIED ONFOODSERVICE EQUIPMENT ROUGH-IN PLANS.EQUIPMENT MANUFACTURER'S SPECIFICATION SHEETS FOR EACH PIECEOF EQUIPMENT TO BE SUPPLIED BY THE FOODSERVICE EQUIPMENTCONTRACTOR WILL BE MADE AVAILABLE TO EACH CONTRACTOR UPONREQUEST.DIMENSIONS ON THIS PLAN ARE GIVEN TO THE CENTERLINES OF THEROUGH-INS.PLUMBING CONTRACTOR TO FURNISH AND INSTALL GAS PRESSUREREDUCING VALVE TO PROVIDE MAXIMUM OPERATING PRESSURE OF 14"W.C. TO FOODSERVICE EQUIPMENT. GAS SHUT OFF VALVE MUST BEINSTALLED TO BE ACCESSIBLE FOR INSPECTIONS.PLUMBING CONTRACTOR TO FURNISH AND INSTALL WATER PRESSUREREDUCING VALVE(S) WHERE REQUIRED FOR FOODSERVICE EQUIPMENT.PLUMBING CONTRACTOR TO FURNISH AND INSTALL HOT WATERRECIRCULATION SYSTEM THAT SHALL PROVIDE HOT WATER SUPPLYWITHIN 20 SECONDS AT EACH SINK AND DISHMACHINE.QTYITEMCONNECTION(S)PLUMBING ROUGH-INS293/4" GAS SUPPLY 24" AND 42" AFF. FOR FUTURE STACKED CONVECTION OVENS. 55,000 BTU EACH (110,000 TOTAL BTU).FUTURE - P.C. TO CAP AND COVER ROUGH-INS FOR FUTURE USE.CONNECTIONS FOR HAND SINK: A - 1/2" HW. 22" AFF. B - 1/2" CW. 22" AFF. C - 1-1/2" DW. 20" AFF.21CONNECTIONS FOR HAND SINK: A - 1/2" HW. 22" AFF. B - 1/2" CW. 22" AFF. C - 1-1/2" DW. 20" AFF.341CONNECTIONS FOR WORKTABLE W/ SINK: A - 1/2" HW 14" AFF. B - 1/2" CW 14" AFF. C - 2" DRAIN TO FLOOR SINK.14CONNECTIONS FOR MOP SINK: A - 1/2" HW. 36" AFF. B - 1/2" CW. 36" AFF. C - 3" DW. FLUSH W/ FINISHED FLOOR.BY OTHERS - P.C. TO VERIFY ROUGH-IN LOCATIONS AND REQUIREMENTS.111CONNECTIONS FOR MOP SINK: A - 1/2" HW. 36" AFF. B - 1/2" CW. 36" AFF. C - 3" DW. FLUSH W/ FINISHED FLOOR.BY OTHERS - P.C. TO VERIFY ROUGH-IN LOCATIONS AND REQUIREMENTS.184CONNECTIONS FOR WORKTABLE W/ SINK: A - 1/2" HW 14" AFF. B - 1/2" CW 14" AFF. C - 2" DRAIN TO FLOOR SINK.155CONNECTIONS FOR WORKTABLE W/ SINK: A - 1/2" HW 14" AFF. B - 1/2" CW 14" AFF. C - 2" DRAIN TO FLOOR SINK.129CONNECTIONS FOR 4-COMPARTMENT SINK: A - 3/4" HW. 14" AFF. P.C. TO PROVIDE 1/2" HW. "T" WITH BALL VALVE SHUT OFF FOR CHEMICAL/SOAP DISPENSER UNITINSTALLED BY CHEMICAL SUPPLIER. B - 3/4" CW. 14" AFF. C - (3) 2" DW. 12" AFF.P.C. TO DRAIN TO GREASE TRAP PER LOCAL CODE(S).116CONNECTIONS FOR DISPOSER W/ PRE-RINSE SPRAY: A - 1/2" HW. 14" AFF. B - 3/4" CW. 14" AFF. P.C. TO BRANCH 1/2" TO DISPOSER. C - 2" DW. 8" AFF.P.C. TO CONNECT DISPOSER, SOLENOID VALVE, FLOW CONTROL VALVE AND VACUUM BREAKER.117128CONNECTION FOR COFFEE MAKER: 3/8" CW. 48" AFF. P.C. TO BRANCH THRU WATER FILTER (BY F.S.E.C.) TO COFFEE MAKER WATER INLET.CONNECTIONS FOR 4-COMPARTMENT SINK: A - (2)3/4" HW. 14" AFF. P.C. TO PROVIDE 1/2" HW. "T" WITH BALL VALVE SHUT OFF FOR CHEMICAL/SOAP DISPENSER UNITINSTALLED BY CHEMICAL SUPPLIER. B - (2)3/4" CW. 14" AFF. C - (4) 2" DW. 12" AFF.P.C. TO DRAIN TO GREASE TRAP PER LOCAL CODE(S).142166CONNECTION FOR COFFEE MAKER: 3/8" CW. 48" AFF. P.C. TO BRANCH THRU WATER FILTER (BY F.S.E.C.) TO COFFEE MAKER WATER INLET.183WATER HEATER BY OWNER.BY OWNER - P.C. TO VERIFY ROUGH-IN LOCATION(S) AND REQUIREMENTS WITH OWNER.NNConsultant:Project:Location:Sheet:PlanNorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: 1/4" = 1'-0"Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:FOODSERVICEPLUMBING PLANWOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsFS10310-4-23220025.00-10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
75"1054"60"FUTURE TYPE 2EXHAUST HOODITEMDESCRIPTIONHAND SINKMICROWAVESPARE NUMBER12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061EQUIPMENT LISTQTYBY PCCOMMENTS21-WALL SHELFWORKTABLE W/ SINK11TRASH CONTAINER 4EXHAUST HOOD (TYPE 2)MOP SINK11SPARE NUMBERSTACKED CONVECTION OVENS-1SPARE NUMBER-WALL SHELF4-COMPARTMENT SINK11SPARE NUMBERSPARE NUMBER--SPARE NUMBER-SPARE NUMBERHOT HOLDING CABINET-5SPARE NUMBERSPARE NUMBER--DISPOSER W/ PRE-RINSE ASSEMBLY1SPARE NUMBERSPARE NUMBER--REACH-IN REFRIGERATORSPARE NUMBER3-MOBILE WORKTABLE4ICE TRANSPORT CARTWORKTABLE11COFFEE MAKERWORKTABLE W/ SINK11COFFEE GRINDER1SPARE NUMBERSPARE NUMBER--SPARE NUMBERSPARE NUMBER--SPARE NUMBER-TRASH CONTAINER HAND SINK83SPARE NUMBERSPARE NUMBER--SPARE NUMBER-SAFESPARE NUMBER1-WALL SHELFSTORAGE SHELVING1LOT4-COMPARTMENT SINK1UNDERCOUNTER REFRIGERATORSPARE NUMBER2-REACH-IN FREEZERRAPID COOK OVEN22SPARE NUMBER-WORKTABLE W/ SINKWALL SHELF11SPARE NUMBERHOT HOLDING CABINET-1SPARE NUMBER-REACH-IN REFRIGERATORROLLER GRILL W/ BUN WARMER11SPARE NUMBERSPARE NUMBER--SPARE NUMBER-62636465666768697071727374757677787980818283848586878889CUP/LID DISPENSERCOFFEE MAKER11UNDERCOUNTER REFRIGERATORMENU BOARD31COUNTER W/ PASS-THRU1SPARE NUMBERP.O.S. SYSTEM-5SPARE NUMBERSPARE NUMBER--COFFEE GRINDER1SPARE NUMBERSPARE NUMBER--COUNTERTOP POPCORN MAKER11P.O.S. COUNTER1SPARE NUMBERSPARE NUMBER--GLASS DOOR MERCHANDISER21SPARE NUMBER-SPARE NUMBERSPARE NUMBER--WATER HEATERMOP SINK11SPARE NUMBER-SPARE NUMBERSPARE NUMBER--SPARE NUMBER-BY OWNERBY OWNERBY OWNERBY OWNERBY OWNERBY MILLWORKP.O.S. COUNTERBY MILLWORKP.O.S. COUNTERBY MILLWORKBY OWNERBY PCBY OWNERFUTUREFUTURE(1 NEW - 2 FUTURE)BY OWNERGC NOTE:GC TO PRIME WALLS WHERE ST/ST WALL FLASHING IS TO BE INSTALLED.WALLS TO BE BUILT CMU. IF ANY WALLS ARE BUILT WITH METAL STUD AND DRYWALLGC TO COORDINATE ANY WALL BLOCKING WITH FSEC FOR KITCHEN EQUIPMENT.EXHAUST HOOD INFORMATIONHOOD ITEMDUCT SIZECFMSPHOOD PROVIDED BY FSEC.FANS, CURBS, ETC. PROVIDED BY OTHERSPLENUM10EXHAUSTFUTUREFUTUREFUTURETYPETYPE 2NNConsultant:Project:Location:Sheet:PlanNorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: 1/4" = 1'-0"Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:FOODSERVICECONDITIONS PLANWOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsFS10410-4-23220025.00-10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
INDEX SHEET
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV0.0
10/13/2023
220025.00
AUDIOVISUAL SERIES SHEET INDEX
SHEET SHEET NAME
AV0.0 INDEX SHEET
AV0.1 LEGENDS, SYMBOLS, ABBREVIATIONS
AV0.2 GENERAL AUDIOVISUAL INFORMATION
AV2.1 FIRST FLOOR PLAN - OVERALL
AV2.1a FIRST FLOOR PLAN - SE QUAD
AV2.1b FIRST FLOOR PLAN - NE QUAD
AV2.1c FIRST FLOOR PLAN - NW QUAD
AV2.1d FIRST FLOOR PLAN - SW QUAD
AV2.2a MEZZANINE FLOOR PLAN - SE QUAD
AV2.2d MEZZANINE FLOOR PLAN - SW QUAD
AV3.1a FIRST FLOOR PLAN RCP - SE QUAD
AV3.1b FIRST FLOOR PLAN RCP - NE QUAD
AV3.1c FIRST FLOOR PLAN RCP - NW QUAD
AV3.1d FIRST FLOOR PLAN RCP SW QUAD
AV4.1 LOBBY & BREAKROOM SECTIONS & ELEVATIONS
AV4.2 MERCY HEALTH ARENA SECTIONS & ELEVATIONS
AV4.3 MULTI-PURPOSE ARENA SECTIONS & ELEVATIONS
AV4.4 MULTI-PURPOSE ARENA SECTIONS & ELEVATIONS
AV4.5 MULTI-USE CONVENTION SECTIONS & ELEVATIONS
AV4.9a STANDARD AV DETAILS
AV4.9b ADA DETAILS
AV5.1 EQUIPMENT RACK ELEVATIONS
AV5.2 EQUIPMENT RACK ELEVATIONS
AV6.1 PANEL ELEVATIONS & DETAILS
AV6.2 PANEL ELEVATIONS & DETAILS
AV6.3 PANEL ELEVATIONS & DETAILS
AV7.0 AUDIO TERMINATIONS WIRING
AV7.1a LOBBY / BREAKROOM SCHEMATICS
AV7.1b LOBBY / BREAKROOM SCHEMATICS
AV7.1c LOBBY / BREAKROOM SCHEMATICS
AV7.2a MERCYHEALTH ARENA SCHEMATICS
AV7.2b MERCYHEALTH ARENA SCHEMATICS
AV7.2c MERCYHEALTH ARENA SCHEMATICS
AV7.2d MERCYHEALTH ARENA SCHEMATICS
AV7.2e MERCYHEALTH ARENA SCHEMATICS
AV7.3a MULTI-PURPOSE ARENA SCHEMATICS
AV7.3b MULTI-PURPOSE ARENA SCHEMATICS
AV7.3c MULTI-PURPOSE ARENA SCHEMATICS
AV7.3d MULTI-PURPOSE ARENA SCHEMATICS
AV7.3e MULTI-PURPOSE ARENA SCHEMATICS
AV7.3f MULTI-PURPOSE ARENA SCHEMATICS
AV7.4a MULTI-USE CONVENTION SCHEMATICS
AV7.4b MULTI-USE CONVENTION SCHEMATICS
AV7.4c MULTI-USE CONVENTION SCHEMATICS
AV7.4d MULTI-USE CONVENTION SCHEMATICS
AV7.4e MULTI-USE CONVENTION SCHEMATICS
AV7.4f MULTI-USE CONVENTION SCHEMATICS
AV9.1 AV POWER, DATA, & BOX SCHEDULES
AV9.2 AV CONDUIT SPECIFICATIONS & DETAILS
AV9.3 LOBBY AV CONDUIT RISER
AV9.4 MERCYHEALTH ARENA AV CONDUIT RISER
AV9.5 MULTI-PURPOSE ARENA AV CONDUIT RISER
AV9.6 MULTI-USE CONVENSTION SPACE AV CONDUIT RISER
WOODMAN'S SPORT & CONVENTION CENTER
BID DOCUMENT SET
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
xW SPK/
MFR / MODEL
MFR / MODEL
SPK/xW
MFR / MODEL
SPK/xW
21
3
NEUTRIK
12
3
NEUTRIK
PUSH
SCDP-x (COLOR)
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
XX XX
XX
PANEL ID
XX XX
XX
PANEL ID
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
XXXXX
1
LOCATION
SCDP-x (COLOR) SCDP-x (COLOR)
SCHEMATIC DRAWINGS SYMBOL LEGEND
DEVICE
AV701 DEVICE
DEVICE
DEVICE
P
NUMBERTYPE
SHEET NUMBER
CROSS REFERENCE,
SAME SHEET
CROSS REFERENCE,
DIFFERENT SHEET
WIRE CONTINUATION
POWER
CONNECTION
WIRE TYPE &
NUMBER INDICATOR
TYPE WIRE TYPE
INDICATOR
WIRENUM WIRE NUMBER
INDICATOR
FLUSH MOUNT
70V LOUDSPEAKER
GENERIC
LOUDSPEAKER
MIC 1
MIC 1
PART OF [NAME]
PART OF [NAME]
PANEL, TEXT INDICATES
CONNECTOR LABELOR
WIRE INTERSECTION,
NO CONNECTION
WIRE INTERSECTION,
CONNECTED
MULTIPLE WIRES
GROUPED TOGETHER,
NO CONNECTIONS
BREAK LINE
PENDANT MOUNT
70V LOUDSPEAKER
SURFACE MOUNT
70V LOUDSPEAKER
WIRE LANDS AT TERMINATED
PANEL CONNECTION
SPK/
MFR / MODEL
PANEL & PLATE SYMBOLS LEGEND
FEMALE 4-PIN XLR PANEL CONNECTOR
NEUTRIK NC3MD
FEMALE 5-PIN XLR PANEL CONNECTOR
FEMALE 6-PIN XLR PANEL CONNECTOR
NEUTRIK NC6FD
NEUTRIK NC4FD
FEMALE 3-PIN XLR PANEL CONNECTOR
MALE 3-PIN XLR PANEL CONNECTOR
MALE SPEAKON STX (4-PIN)
PANEL CONNECTOR
PANEL AND PLATE CONNECTOR NOTES:
1.) GASKETS FOR CONNECTORS ON PANELS SHALL ADHERE TO THE FOLLOWING COLOR SCHEME:
AUDIO NETWORK, PRIMARY : GREEN (SCDP-5);
AUDIO NETWORK, SECONDARY : YELLOW (SCDP-4);
VIDEO NETWORK : BLUE (SCDP-6);
CONTROL NETWORK : RED (SCDP-2);
ADDITIONAL / PROJECT SPECIFIC NETWORK : WHITE (SCDP-9)
HDMI & UNDESIGNATED CAT6/6A: BLACK (SCDP-0);
2.) MAINTAIN ELECTRICAL ISOLATION FROM RACK PANEL OR WALL PANEL/PLATE FOR ALL
ETHERCON CONNECTORS. ALL ETHERCONS SHALL HAVE ENLARGED CONNECTOR HOLES AND A
COLORED GASKET AS NOTED ABOVE. PLASTIC SCREWS (NEUTRIK E-SCREW1-12 B) SHALL BE USED
TO FASTEN CONNECTOR TO PANEL.
NEUTRIK NC3FD
NEUTRIK NC5FD
NEUTRIK NLT4MPXX
NEUTRIK NE8FDX
NEUTRIK NBB75DFIB
NEUTRIK NAHDMI
NEUTRIK NAUSB3
NEUTRIK DBA-BL
NEUTRIK SCDP-x
CAT6A ETHERCON PANEL CONNECTOR
75-OHM BNC PANEL CONNECTOR
HDMI PASS-THRU PANEL CONNECTOR
USB A/B REVERSIBLE PASS-
THRU PANEL CONNECTOR
D-STYLE BLANK PANEL INSERT
D-STYLE COLORED GASKET /
BUSHING, COLOR PER NOTES
BELOW.
50-OHM BNC PANEL CONNECTOR
PAMONA 3846
SINGLE POLE, DOUBLE THROW SWITCH
ALCOSWITCH MTA106D
MULTI-PIN PANEL CONNECTOR
SIZE AS CALLED OUT ON
SCHEMATICS
WHIRLWIND MASS SERIES
MALE SPEAKON (4-PIN) PANEL
CONNECTOR
NEUTRIK NL4MPXX
MALE SPEAKON STX (8-PIN)
PANEL CONNECTOR
NEUTRIK NLT8MP
NEUTRIK N02-4FDW W/ SCDX COVER
FIBER LC DUPLEX WITH DUST COVER
MALE SPEAKON (2-PIN) PANEL
CONNECTOR
NEUTRIK NL2MPXX
FEMALE SPEAKON (4-PIN) PANEL
CONNECTOR
NEUTRIK NL4FPXX
PROJECTOR / SCREEN ELEVATION VIEW
IDEAL VIEWING AREA -PLAN VIEW
CLEARANCE ZONE
SCREEN CASE
PROJECTION SCREEN
PROJECTOR
PROJECTION BEAM
VENTILATION CLEARANCE ZONE
CLEARANCE ZONE
PROJECTION SCREEN
SCREEN CASE
FARTHEST VIEWER FOR
GENERAL PRESENTATIONS
NEAREST VIEWER
FARTHEST VIEWER FOR
HIGH-RES IMAGERY
FARTHEST VIEWER FOR
SPREADSHEETS / DATA
AV PLAN / RCP / DETAILS LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
AV/XXX-X
SYMBOL DEFINITION ATTRIBUTES
AV : DEVICE TYPE
REFER TO AV DEVICE TYPE KEY ON AV002
/XXX-X : UNIQUE ID FOR DEVICE TYPE
BOX : ASSOCIATED BOX TYPE
REFER TO AV900 SERIES SHEETS FOR BOX
TYPES USED IN PROJECT
MNT: ASSOCIATED BOX MOUNTING TYPE
REFER TO THE FOLLOWING TABLE:
FM = FLUSH MOUNT
SM = SURFACE MOUNT
RM = RECESSED MOUNT
FS = FREE STANDING
HT: ASSOCIATED BOX MOUNTING HEIGHT
REFER TO THE FOLLOWING TABLE:
CLG = CEILING
FLR = FLOOR
RHT = PROJECT RECEPTACLE HEIGHT
SHT = PROJECT SWITCH HEIGHT
XX"-T = INCHES TO TOP
XX"-C = INCHES TO CENTER
XX"-B = INCHES TO BOTTOM
STRC = MOUNT TO STRUCTURE
MPE = MOUNT PER ELEVATION OR DETAIL
NOTE = REFER TO NOTE
P: WHEN PRESENT, INDICATES ELECTRICAL
REQUIREMENTS AT LOCATION. REFER TO AV
POWER REQUIREMENTS SCHEDULES ON AV900
SERIES SHEETS.
▼: WHEN PRESENT, INDICATES TELECOM DATA
DROP REQUIREMENTS AT LOCATION. REFER TO
AV DATA DROP REQUIREMENTS SCHEDULES
ON AV900 SERIES SHEETS.
AV DEVICE TAG
NO ASSOCIATED
BACK BOX OR
INFRASTRUCTURE
REQUIREMENTS
AV DEVICE TAG
WITH ASSOCIATED
BACK BOX
Room name
101
A101
1 SIM
A101/1
?
1
SPK/XXX-X
70V: xxW
HOME TO: ER/XXX
70V ZONE: TBD
70V SPEAKER TAG SPK/XXX-X : SPEAKER UNIQUE ID
70V ZONE TAG 70V ZONE : INDICATES SPEAKER ZONE
HOME TO : INDICATES HOME FOR ZONE
ROOM TAG
DETAIL CALLOUT
ELEVATION CALLOUT
KEYNOTE SEE KEYNOTES ON SAME SHEET AT CALLOUT
REVISION TAG
SIM : INDICATES SIMILAR CONDITION
OUTLINE OF BACKBOX
PROVIDED & INSTALLED BY
DIVISION 26 CONTRACTOR
CUSTOM PANEL PROVIDED,
INSTALLED, & TERMINATED BY
THE AV CONTRACTOR
CONNECTOR LABELS SHALL BE
MINIMUM 1/8" HIGH
REFER TO CONNECTOR
LEGEND FOR CONNECTOR
TYPES
PROVIDE PANEL ID IN BOTTOM
RIGHT CORNER FOR ALL CUSTOM
PLATES WITH UNIQUE I/O
INDICATES FLUSH MOUNT OR
SURFACE MOUNT CONDITION
OF ASSOCIATED BACKBOX. AV
CONTRACTOR SHALL VERIFY
ALL BOX SIZES AND
MOOUNTING PRIOR TO
FABRICATION OF PANELS.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
LEGENDS, SYMBOLS,
ABBREVIATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV0.1
10/13/2023
220025.00
ABBREVIATIONS
AC ALTERNATING CURRENT
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISHED FLOOR
ALS ASSISTED LISTENING SYSTEM
ALT ALTERNATE
AMP AMPLIFIER
ANT RF ANTENNA
ARCH ARCHITECTURAL
AUTO AUTOMATIC
AV AUDIO-VISUAL
AWG AMERICAN WIRE GAUGE
BLDG BUILDING
C CENTER
CCT CIRCUIT
CCTV CLOSED CIRCUIT TELEVISION
CCU CAMERA CONTROL UNIT
CFCI CONTRACTOR FURNISHED, CONTRACTOR
INSTALLED
CLG CEILING
CMU CONCRETE MASONRY UNIT
CTRL CONTROL
DC DIRECT CURRENT
DIA DIAMETER
DL DOWNSTAGE LEFT
DR DOWNSTAGE RIGHT
DSP DIGITAL SIGNAL PROCESSOR
DVR DIGITAL VIDEO RECORDER
EC ELECTRICAL CONTRACTOR
EMI ELECTROMAGNETIC INTERFERENCE
EMT ELECTRICAL METALLIC TUBING
ER EQUIPMENT RACK
EXST EXISTING
FB FLOOR BOX
FLR FLOOR
GC GENERAL CONTRACTOR
GND GROUND
GPC GENERAL PRIME CONTRACTOR
GWB GYPSUM WALL BOARD
HD HIGH DEFINITION
HDBT HD BASE T
HL HOUSE LEFT
HR HOUSE RIGHT
I/O INPUT / OUTPUT
IC INTERCOM
ICOM INTERCOM
IR INFRARED
JB JUNCTION BOX
KO KNOCK-OUT
KV KILOVOLT
KW KILOWATT
LAN LOCAL AREA NETWORK
LCR LOGIC CONTROLLED RELAY
LVC LOW VOLTAGE CONTROL / CONTROLLER
MFR MANUFACTURER
MIC MICROPHONE
MIN MINIMUM
MISC MISCELLANEOUS
MTX MATRIX
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O.C. ON CENTER
OFCI OWNER FURNISHED, CONTRACTOR
INSTALLED
OFE OWNER FURNISHED EQUIPMENT
OFOI OWNER FURNISHED, OWNER INSTALLED
ORCH ORCHESTRA / ORCHESTRAL
PB PULL BOX
PC PERSONAL COMPUTER
POE POWER OVER ETHERNET
PSU POWER SUPPLY
PWR POWER
RCP REFLECTED CEILING PLAN
REQ'D REQUIRED
RF RADIO FREQUENCY
RU RACK UNIT
SCN SCREEN
SEQ SEQUENCE
SIM SIMILAR
SPEC SPECIFICATION
SPK SPEAKER
STP SHIELDED TWISTED PAIR
TV TELEVISION
TYP TYPICAL
UL UPSTAGE LEFT
UNO UNLESS NOTED OTHERWISE
UPS UNINTERRUPTIBLE POWER SUPPLY
UR UPSTAGE RIGHT
UTP UNSHIELDED TWISTED PAIR
V VOLTAGE / VOLTS
VC VOLUME CONTROL / CONTROLLER
VoIP VOICE OVER INTERNET PROTOCOL
W/ WITH
NOTE: NOT ALL ABBREVIATIONS LISTED
MAY BE USED IN THE PROJECT. LIST MAY
NOT BE COMPREHENSIVE OF ALL
ABBREVIATIONS USED IN PROJECT.
1 AV PANEL LEGEND
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
SUGGESTED SCOPE OF WORK DEMARCATION TABLE
SCOPE OF WORK
GENERAL PRIME
CONTRACTOR DIVISION 26 INSTALLER AV INSTALLER OWNER
FURNISHES INSTALLS WIRES FURNISHES INSTALLS WIRES FURNISHES INSTALLS WIRES FURNISHES INSTALLS WIRES
POWER DISTRIBUTION SYSTEMS
MAIN POWER SERVICE, CIRCUIT BREAKERS X X X
STANDARD PANELBOARDS, CIRCUIT BREAKERS X X X
STANDARD LOAD CENTERS, CIRCUIT BREAKERS X X X
COMPANY SWITCH, CIRCUIT BREAKERS X X X
CUSTOM SEQUENCING PANELBOARD, BREAKERS X†X X
ISOLATION TRANSFORMERS X X X
AC ELECTRICAL WIRING INFRASTRUCTURE
WIRING X X X
CONDUIT X X X
TERMINATIONS X X
TERMINATIONS OF AC ELECTRICAL TO WHIPS FOR EQUIPMENT RACKS X†X
AC ELECTRICAL DISTRIBUTION WITHIN EQUIPMENT RACKS X X X
WALL RECEPTACLES X X X
AUDIO-VIDEO SYSTEMS WIRING INFRASTRUCTURE
WIRING X X X
CONDUIT X X
CONDUIT RISER DRAWING X
PULL LINES IN ALL EMPTY CONDUITS X X
TERMINATIONS X X
WALL PLATES X X X
PULL BOXES X X†
BUILDING DATA
WIRING FROM BUILDING DATA TO CONNECTION IN PROXIMITY TO
AUDIO-VIDEO EQUIPMENT X†∆X
TERMINATION OF BUILDING DATA CONNECTION AT AUDIO-VIDEO EQUIPMENT X†∆X
BUILDING FIRE ALARM
WIRING FROM BUILDING FIRE ALARM TO AUDIO-VIDEO EQUIPMENT X†
TERMINATION OF BUILDING FIRE ALARM CONNECTION TO AUDIO-VIDEO
EQUIPMENT X
AUDIO-VIDEO SYSTEMS EQUIPMENT, DEVICES
AUDIO-VIDEO EQUIPMENT X X X
EQUIPMENT RACKS X X X
STANDARD ELECTRICAL BACK BOXES X X X
SPECIALTY FLOOR, WALL, CEILING BOXES X X X
OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT X X X
OWNER FURNISHED, OWNER INSTALLED EQUIPMENT X X X
† INSTALLATION PER DIRECTION OF AUDIO-VIDEO CONTRACTOR.
∆ OR BY RELEVANT CONTRACTOR.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
GENERAL AUDIOVISUAL
INFORMATION
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV0.2
10/13/2023
220025.00
NOTE: THIS TABLE IS FOR REFERENCE ONLY AND PROVIDES ONE EXAMPLE OF HOW ELECTRICAL CONTRACTOR MAY APPORTION WORK.
AV CABLE SCHEDULE
SIGNAL
GROUP CABLE TYPE MANUFACTURER PART NUMBER
PLENUM PART
NUMBER DESCRIPTION
OUTSIDE
DIAMETER (in)
MINIMUM BEND
RADIUS (in)
MINIMUM
CONDUIT
SIZE*COMMENTS
A MIC WINDY CITY WIRE 22-1PREZ-BLK 22-1PREZP-BLK 22 AWG TWISTED PAIR TINNED COPPER, SHIELDED 0.134 1.5 3/4"
B ICOM WINDY CITY WIRE 1802S-GRY 1802SP-GRY 18 AWG 2-CONDUCTOR, BARE COPPER, SHIELDED 0.158 2.5 3/4"
B LINE WINDY CITY WIRE 22-1PREZ-BLK 22-1PREZP-BLK 22 AWG TWISTED PAIR TINNED COPPER, SHIELDED 0.134 1.5 3/4"
B LINE-AES WINDY CITY WIRE 22-1PS-BRD-BLK 22-1PSP-BRD-BLK 22 AWG TWISTED PAIR, TINNED COPPER 0.235 2.5 3/4"
C SPK10 WINDY CITY WIRE 10-02-BLK 10-02P-BLK 10 AWG TWISTED PAIR, NON-SHIELDED 0.34 4.5 1"
C SPK10-NJ WINDY CITY WIRE NJ10-02 10 AWG TWISTED PAIR STRANDED THHN, NO JACKET 0.326 4.5 1"
C SPK12 WINDY CITY WIRE 12-02-BLK 12-02P-BLK 12 AWG 2-CONDUCTOR BARE COPPER, NON-SHIELDED, JACKET 0.266 3.5 3/4"
C SPK14 WINDY CITY WIRE 14-02-BLK 14-02P-BLK 14 AWG 2-CONDUCTOR OXYGEN FREE COPPER, NON-SHIELDED 0.21 2.7 3/4"
C SPK16 WINDY CITY WIRE 16-02-BLK 16-02P-BLK 16 AWG 2-CONDUCTOR COPPER, NON-SHIELDED 0.184 1.64 3/4"
C SPK16-4 WINDY CITY WIRE 16-04-GRY 16-04P-WHT 16 AWG 4-CONDUCTOR COPPER, NON-SHIELDED 0.215 1.95 3/4"
D 8G WINDY CITY WIRE CAT6AS-BLK CAT6ASP-BLK ANSI/TIA 568-C.2 CATEGORY 6A, 4-TWISTED PAIR CABLE, SHIELDED 0.29 2.75 1" CABLE LENGTH SHALL NOT EXCEED 295'
D CTRL WINDY CITY WIRE 22-1PREZ-BLK 22-1PREZP-BLK 22 AWG TWISTED PAIR TINNED COPPER, SHIELDED 0.134 1.5 3/4"
D IR WINDY CITY WIRE 22-1PREZ-BLK 22-1PREZP-BLK 22 AWG TWISTED PAIR TINNED COPPER, SHIELDED 0.134 1.5 3/4"
D NET WINDY CITY WIRE CRESCOM CRESCOMP 18 AWG, 1 PAIR BARE COPPER, NON-SHIELDED WITH 22 AWG 1
PAIR BARE COPPER SHIELDED
0.228 2.5 1"
D STP WINDY CITY WIRE CAT6AS-BLK CAT6ASP-BLK ANSI/TIA 568-C.2 CATEGORY 6A, 4-TWISTED PAIR CABLE, SHIELDED 0.29 2.75 1" CABLE LENGTH SHALL NOT EXCEED 295'
D USB C2G VARIES USB 3.0 CABLE 0.3 1.4 1"
D UTP WINDY CITY WIRE CAT6A-BLU CAT6AP-BLU ANSI/TIA 568-C.2 CATEGORY 6A, 4-TWISTED PAIR CABLE,
NON-SHIELDED
0.315 2.75 1" CABLE LENGTH SHALL NOT EXCEED 295'
E DPORT C2G 554402 DISPLAYPORT CABLE 0.236 2.8 1" CABLE ORDERED BY LENGTH AS NEEDED
E HDMI C2G VARIES HIGH SPEED HDMI CABLE 0.39 4.1 1" NOTE: CABLE DIAMETER = 0.39", CONNECTOR DIAMETER =
0.82"
E SDI WINDY CITY WIRE RG6HD-BLK RG6HDP-BLK RG-6/U 75-OHM COAX CABLE, 18 AWG, SHIELDED, JACKET 0.274 5.36 1"
E VGA EXTRON VGA M-M MD/xx MALE-MALE VGA CABLE WITH MOLDED CONNECTORS 0.36 2.25 1" VGA 100' OR UNDER. 1-1/2" MINIMUM CONDUIT SIZE
REQUIRED TO PASS MOLDED VGA CONNECTOR
F MMF-02 BELDEN FI4B002RB FI4B002PB OM4 MULTIMODE FIBER, 2 STRAND, 50/125μm, 2mm SUB-UNIT 0.26 3.9 1"
F MMF-04 BELDEN FI4B004RB FI4B004PB OM4 MULTIMODE FIBER, 4 STRAND, 50/125μm, 2mm SUB-UNIT 0.32 4.8 1"
F MMF-06 BELDEN FI4B006RB FI4B006PB OM4 MULTIMODE FIBER, 6 STRAND, 50/125μm, 2mm SUB-UNIT 0.36 5.4 1-1/4"
F MMF-12 BELDEN FI4B012RB FI4B012PB OM4 MULTIMODE FIBER, 12 STRAND, 50/125μm, 2mm SUB-UNIT 0.51 7.65 2"
F SMF-02 BELDEN FISB002RB FISB002PB OS2 SINGLEMODE FIBER, 2 STRAND, 9/125 μm, 2mm SUB-UNIT 0.26 3.9 1"
F SMF-04 BELDEN FISB004RB FISB004PB OS2 SINGLEMODE FIBER, 4 STRAND, 9/125 μm, 2mm SUB-UNIT 0.32 4.8 1"
F SMF-06 BELDEN FISB006RB FISB006PB OS2 SINGLEMODE FIBER, 6 STRAND, 9/125 μm, 2mm SUB-UNIT 0.36 5.4 1-1/4"
F SMF-12 BELDEN FISB012RB FISB012PB OS2 SINGLEMODE FIBER, 12 STRAND, 9/125 μm, 2mm SUB-UNIT 0.51 7.65 2"
G HLOOP WILLIAMS PLW F500 INDUCTION LOOP ALS CABLE - FLAT COPPER 0.87 3/4"
R ANT WINDY CITY WIRE RG8X-BLK RG8P-BLK RG-8X MINI COAXIAL CABLE, 17 AWG, 50-OHM, JACKET 0.242 2.42 1" USE FOR ANTENNA RUNS OF 50' OR LESS. USE AMP-112533
CRIMP BNC CONNECTORS.
R ANT-50 WEST PENN 98G8 2598G8 RG8/U COAXIAL CABLE, 10 AWG, 50-OHM, JACKET 0.405 4.05 1" USE FOR ANTENNA RUNS OF MORE THAN 50'. USE
CN-BM98G8 CRIMP BNC CONNECTORS.
AV DEVICE TYPE KEY
DEVICE TYPE DESCRIPTION
ALS ALS ANTENNA
ANT MIC ANTENNA
AV AV I/O BOX
BP BUTTON PANEL
BT BLUETOOTH INPUT
ER EQUIPMENT RACK
HDMI HDMI INPUT
PRJ PROJECTOR
SCN 178" X 284" SCREEN
SPK LOUDSPEAKER
SW SCREEN SWITCH
VD VIDEO DISPLAY
* MINIMUM CONDUIT SIZE BASED ON OUTER DIAMETER OF CABLE AND CONNECTORS AND/OR MINIMUM BEND RADIUS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
DN FRONTFRONTSD
SD
SD
FRONTAV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
A
B E F H J K M P QCDN
1
2
3
4
5
6
8
7
F.3 F.9 G
G.8
L L.6 M.4
5.8
7.2
9
GENERAL BUILDING
STORAGE
167
MULTI-PURPOSE AREA
154
MERCYHEALTH ARENA
136
MALL CONNECTION
164
LOADING/RECEIVING/STORAGE
160
WARMING ROOM
159
STORAGE
158
MULTI-USE CONVENTION
SPACE
156
ICE ARENA LOBBY
117
MAIN LOBBY
101
MEETING ROOM (A)
102
MEETING ROOM (B)
103
WET TEAM ROOM 4
123
WET TEAM ROOM 3
125
TEAM ROOM 5
126
TEAM ROOM 4
127
MAIN TEAM ROOM
132
REFRIGERATION
172
RESURFACER/ SHOP
TOOLS/LAUNDRY
170
?
?
SKATE RENTAL
108
CHECK-IN/RENTAL
107
BREAKROOM
109
ADMIN
112
OFFICE
110
OFFICE
111
COPY AREA
112 (A)
GEN STORAGE
153
ELEV
152 IT
150
J.C.
114ELECTRICAL
113
FOOD PREP
115 (A)
BEER SALES
116
TEAM ROOM 3
149
TEAM ROOM 2
148
TEAM ROOM 1
147
REFEREE RR
146
REFEREE
145
J.C.
142
YH COACH
143
UNISEX TLT
141
WET TEAM ROOM #2
140
WET TEAM RR
139
WET TEAM ROOM #1
138
Y.H. STORAGE
137
ELECTRICAL
169
MECHANICAL
168
MULTIPURPOSE AREA
CIRCULATION
154 (B)
ICE RINK CIRCULATION
135
MAIN COACH
133
MAIN TEAM ROOM
132
METER/RISER
179
ELEC
134
TRAINING
129
PASSAGE
130
LAUNDRY
131
WOMEN'S
165
MEN'S
166
J.C.
163 TEMP STORAGE
174
F.S. STORAGE
175
IT/GEN STORAGE
176
HOCKEY STORAGE
173
MULTIPURPOSE SEATING
154 (A)
STOR
104
FIRST AID
105
ELECTRIC
157
AV CLOSET
157 (A)
WOMENS
122
MEN'S
121
VESTIBULE
118 NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN -
OVERALL
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.1
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/16" = 1'-0"
FIRST FLOOR1
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
H J K M P QN
1
2
3
L L.6 M.4
MERCYHEALTH ARENA
136
REFRIGERATION
172
RESURFACER/ SHOP
TOOLS/LAUNDRY
170
MECHANICAL
168
ELECTRICAL
169
STORAGE
135(A)
MAIN TEAM ROOM
132
METER/RISER
179
ELEC
134
MAIN COACH
133
TRAINING
129
PASSAGE
130
LAUNDRY
131
WET TEAM ROOM #2
140
WET TEAM RR
139
WET TEAM ROOM #1
138
Y.H. STORAGE
137
YH COACH
143
UNISEX TLT
141
J.C.
142
ICE RINK CIRCULATION
135
WB-2
FM
ANT/MPA-A
22'-C
WB-6B
FM
ALS/MPA
22'-C
WB-2
FM
ANT/MPA-B
22'-C
1
AV4.2
WB-61
FM
BT/MHA-1
NOTE
/1 AV2.1c
/1 AV2.1b
/1 AV2.1d
WB-6
FM
AV/MHA-1
18"-C
UNISEX TLT
128
PASSAGE
130
VESTIBULE
171
PASSAGE
144
CLOSET
133(A)
MULTIPURPOSE AREA
CIRCULATION
154 (B)
B1
/1 AV3.1aRCP:NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN -SE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.1a
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
FIRST FLOOR PLAN - SE QUAD1
KEYNOTE LEGEND
B1 BOX MOUNTED SO THAT THE DEVICE
AND COVERPLATE MAY BE INSTALLED
ABOVE THE COUNTERTOP.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC FRONTFRONTFRONTNE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
A
B E F
H
C D
1
2
3
F.3 F.9 G
G.8WARMING ROOM
159
STORAGE
158
ELECTRIC
157
MULTI-USE CONVENTION
SPACE
156
LOBBY / LINK
155
MULTI-PURPOSE AREA
154
GENERAL BUILDING
STORAGE
167
HOCKEY STORAGE
173
IT/GEN STORAGE
176
F.S. STORAGE
175
TEMP STORAGE
174
J.C.
163
WOMEN'S
165
MEN'S
166
FAMILY TLT
162
MALL CONNECTION
164
LOADING/RECEIVING/STORAGE
160
P
▼FS
ER/MPA
FLR
P
▼FS
ER/MUC-1
FLR
AV4.5/4AV4.5/2
6
AV4.5
WB-6B
FM
ANT/MUC-A1
22'-C
WB-6B
FM
ALS/MUC-1
22'-C
WB-6B
FM
ANT/MUC-B1
22'-C
WB-2
FM
ANT/MPA-A
22'-C
WB-6B
FM
ALS/MPA
22'-C
WB-2
FM
ANT/MPA-B
22'-C
AV4.3/1WB-1
FM
BT/MPA
NOTE
FS
ER/MUC-2
FLR
P
▼
WB-X3
FM
AV/MUC-E
RHT
P
▼
WB-X3
FM
AV/MUC-S1
18"-C
P
▼
WB-X3
FM
AV/MUC-S2
30"-C
P
▼
WB-X3
FM
AV/MUC-N
28"-C
/1 AV2.1a
/1 AV2.1d/1 AV2.1c
WB-1
FM
SW/MUC-E
SHT
P
▼
WB-X3
FM
AV/MPA-S
18"-C
P
▼
WB-X3
FM
AV/MPA-E
RHT
3
AV4.3
4
AV4.3
1
AV4.4
AV4.4/2
3
AV4.5
WB-6B
FM
ANT/MUC-B2
22'-C
WB-6B
FM
ALS/MUC-2
22'-C
PROJECTION SCREEN SHOWN ON
PLAN FOR REFERENCE, SEE RCP
FOR ADDITIONAL INFORMATION
PROJECTION SCREEN SHOWN ON
PLAN FOR REFERENCE, SEE RCP
FOR ADDITIONAL INFORMATION
PROJECTION SCREEN SHOWN ON
PLAN FOR REFERENCE, SEE RCP
FOR ADDITIONAL INFORMATION
PROJECTION SCREEN SHOWN ON
PLAN FOR REFERENCE, SEE RCP
FOR ADDITIONAL INFORMATION
PROJECTION SCREEN AND SWITCH DEVICES ARE
INCLUDED AS PART OF MULT-PURPOSE ARENA VIDEO
ADD ALTERNATE. FURNISH AND INSTALL I/O BOX
AV/MPA-E AND SW/MPA-E BOX AS PART BASE BID.
PROJECTION SCREEN AND SWITCH
INCLUDED AS PART OF MULT-PURPOSE
ARENA VIDEO ADD ALT, I/O BOX AV/MPA-N IS
INCLUDED IN BASE BID.
WB-1
FM
SW/MPA-E
SHT
AV CLOSET
157 (A)
AV CLOSET
167 (B)AV4.5/5PASSAGE
144
MULTIPURPOSE AREA
CIRCULATION
154 (B)
MULTIPURPOSE AREA
CIRCULATION
154 (B)
MULTIPURPOSE SEATING
154 (A)AV4.3/2B1
RCP:/1 AV3.1b
WB-3
FM
SW/MUC-N
SHT
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN -NE
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.1b
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
FIRST FLOOR PLAN - NE QUAD1
KEYNOTE LEGEND
B1 BOX MOUNTED SO THAT THE DEVICE AND
COVERPLATE MAY BE INSTALLED ABOVE
THE COUNTERTOP.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
DN
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
A
B E FCD
4
5
6
8
7
F.3 F.9
5.8
7.2
9
MEETING ROOM (B)
103
MULTI-USE CONVENTION
SPACE
156
MEETING ROOM (A)
102
FIRST AID
105
STOR
104
MULTI-PURPOSE AREA
154
MENS
106A
MAIN LOBBY
101
VESTIBULE
100
SKATE RENTAL
108
ADMIN
112
BREAKROOM
109 OFFICE
110
OFFICE
111
GEN STORAGE
153
CONCESSIONS
115 (B)
COPY AREA
112 (A)
P
▼
WB-526
FM
VD/LOB-1
MPE
P
▼
WB-526
FM
VD/LOB-2
MPE P
▼
WB-526
FM
VD/LOB-3
MPE
P
▼
WB-526
FM
VD/LOB-4
MPE
P
▼
WB-526
FM
VD/LOB-5
MPE P
▼
WB-526
FM
VD/LOB-6
MPE
P
▼
WB-526
FM
VD/BR
MPE
AV4.5/1
AV4.1/1 AV4.1/3P
▼
WB-526
FM
VD/RENT
MPE
P
▼
WB-X3
FM
AV/MUC-S3
18"-C
P
▼
WB-X3
FM
AV/MUC-W
28"-C
/1 AV2.1b /1 AV2.1a
/1 AV2.1d
WB-1
FM
SW/MUC-W
SHT
CHECK-IN/RENTAL
107
WB-63
FM
BP/BR
SHT
PWB-61
FM
HDMI/BR
RHT
1
AV4.4
3
AV4.5
P
▼SM
ER/LOB
27"-B
WB-6B
FM
ALS/MUC-3
22'-C
WB-6B
FM
ANT/MUC-B3
22'-C
WB-6B
FM
ANT/MUC-A3
22'-C
WB-2
FM
ANT/MUC-A2
22'-C
PROJECTION SCREEN SHOWN ON
PLAN FOR REFERENCE, SEE RCP
FOR ADDITIONAL INFORMATION
WB-1
FM
SW/MPA-N
SHT
P
▼
WB-X3
FM
AV/MPA-N
18"-C
FOOD PREP
115 (A)
ELECTRICAL
113
PASSAGE
144
LOCKER ALCOVE
101 (A)
ELEV
152
MULTIPURPOSE AREA
CIRCULATION
154 (B)
MULTIPURPOSE SEATING
154 (A)
MULTIPURPOSE AREA
CIRCULATION
154 (B)
AV4.1/2
G1
G1
G1
G1
PROJECTION SCREENS AND SWITCH DEVICES ARE
INCLUDED AS PART OF MULT-PURPOSE ARENA VIDEO
ADD ALTERNATE. FURNISH AND INSTALL I/O BOX
AV/MPA-E AND SW/MPA-E BOX AS PART BASE BID.
5
AV4.3
RCP:/1 AV3.1c
P
▼
WB-X3
FM
AV/MPA-W
18"-C
WOMENS
106B
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN -NW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.1c
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
FIRST FLOOR PLAN - NW QUAD1
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
DN
HC
HC
HC
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
H J K M PN
5
6
8
7
L L.6 M.4
5.8
7.2
9
TRAINING
129
YH COACH
143
J.C.
142
GEN STORAGE
153
CONCESSIONS
115 (B)
TEAM ROOM 1
147
MERCYHEALTH ARENA
136 TEAM ROOM 4
127
TEAM ROOM 5
126
WET TEAM ROOM 3
125
WET TEAM RR
124
WET TEAM ROOM 4
123
ICE RINK CIRCULATION
151
TEAM ROOM 3
149
TEAM ROOM 2
148
IT
150
J.C.
114
BEER SALES
116
ICE ARENA LOBBY
117
MEN'S
121
/1 AV2.1c
/1 AV2.1b /1 AV2.1a
VESTIBULE
118
?
?
FOOD PREP
115 (A)
ELECTRICAL
113
REFEREE RR
146
REFEREE
145
UNISEX TLT
128
PASSAGE
144
PASSAGE
130
LOCKER ALCOVE
101 (A)
ELEV
152
RCP:/1 AV3.1d
WOMENS
122
FAMILY RESTROOM
120
WELLNESS ROOM
119 NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN -SW
QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.1d
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
FIRST FLOOR PLAN - SW QUAD1
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
H J K M P QN
1
2
3
G.8
L L.6 M.4
MEZZANINE
201
SPONSOR SUITE
202
PRESS BOX
203
MEZZANINE
201
P
▼SM
ER/MHA
FLR
1
AV4.2
WB-6B
FM
ANT/MHA-A
9'6"-C
WB-6B
FM
ALS/MHA
9'6"-C
WB-2
FM
BT/MHA-2
SHT
AV4.1/4P
▼
WB-526
FM
VD/SS
MPE
/1 AV2.2d
WB-8A
FM
AV/MHA-2
RHT
ARENA OPEN
TO BELOW
?
?COORDINATE GROMMETS OR PASSTHRU'S IN THE
COUNTERTOP WITH THE COUNTERTOP INSTALLER.
PROVIDE A MINIMUM OF TWO (2) 2" GROMMETS IN
THE COUNTER TO ALLOW CABLES TO ROUTE FROM
AV/MHA-2 TO ABOVE COUNTER.
G1
WB-1
FM
BP/SS
54"-C
RCP:/1 AV3.1a
MERCYHEALTH ARENA
136
MERCYHEALTH ARENA
136
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MEZZANINE FLOOR PLAN -
SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.2a
10/13/2023
220025.00
1/8" = 1'-0"
MEZZANINE FLOOR PLAN - SE QUAD1
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
KEYNOTE LEGEND
G1 BLOCKING REQUIRED TO SUPPORT
WEIGHT OF DISPLAY WITH A 5x SAFETY
FACTOR. GC COORDINATE DISPLAY
WEIGHT WITH AV CONTRACTOR FOR
EACH DISPLAY FURNISHED.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
H J K M P QN
5
6
8
7
L L.6 M.4
5.8
7.2
9
PRESS BOX
203
ROOF ACCESS
204
ELEV
152
WB-6B
FM
ANT/MHA-B
9'6"-C
/1 AV2.2a
ARENA OPEN TO BELOW
WESTERN MEZZANINE PLAN SHOWN
FOR REFERENCE ONLY
SEE FIRST FLOOR RCP FOR
AV DEVICE LOCATIONS
RCP:/1 AV3.1d
MERCYHEALTH ARENA
136
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MEZZANINE FLOOR PLAN -
SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV2.2d
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
MEZZANINE FLOOR PLAN - SW QUAD1
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
H J K M P QN
1
2
3
L L.6 M.4
ELEC
134
METER/RISER
179
REFRIGERATION
172
RESURFACER/ SHOP
TOOLS/LAUNDRY
170
STORAGE
135(A)
WB-6A
SM
SPK/MHA-27
STRC
WB-6A
SM
SPK/MHA-28
STRC
WB-6A
SM
SPK/MHA-29
STRC
WB-6A
SM
SPK/MHA-30
STRC
WB-6A
SM
SPK/MHA-22
STRC
WB-6A
SM
SPK/MHA-21
STRC
WB-6A
SM
SPK/MHA-20
STRC
WB-6A
SM
SPK/MHA-19
STRC
26'-0"26'-0"
WB-6A
SM
SPK/MHA-7
STRC WB-6A
SM
SPK/MHA-8
STRC
WB-6A
SM
SPK/MHA-9
STRC
WB-6A
SM
SPK/MHA-3
STRC
WB-6A
SM
SPK/MHA-2
STRC
WB-6A
SM
SPK/MHA-1
STRC
EQ EQ
/1 AV3.1d
/1 AV3.1b
ARENA CENTERLINES
/1 AV3.1c 22'-0"22'-0"25'-6"29'-0"46'-0"66'-0"46'-0"EQS1
S1 S1
S1
S1 S1
S2
S2
S2
S2
S2
S2
S2
S2
WB-6A
SM
SPK/MHA-4
STRC
WB-6A
SM
SPK/MHA-5
STRC WB-6A
SM
SPK/MHA-6
STRCEQEQ
EQEQEQEQFLOOR PLAN:/1 AV2.1a
MERCY HEALTH
ARENA 136
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN RCP -
SE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV3.1a
10/13/2023
220025.00
1/8" = 1'-0"
FIRST FLOOR RCP - SE QUAD1
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
KEYNOTE LEGEND
S1 REFER TO DETAIL 9/AV4.9a FOR
DOWN-FIRING SPEAKER MOUNTING &
INFRASTRUCTURE REQUIREMENTS
S2 REFER TO DETAIL 2/AV4.2 FOR MERCY
HEALTH ARENA SEATING SPEAKER
MOUNTING & INFRASTRUCTURE
REQUIREMENTS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
A
B E F
H
C D
1
2
3
F.3 F.9 G
G.8
MULTI-USE CONVENTION
SPACE
156
LOBBY / LINK
155
STORAGE
158
ELECTRIC
157 WARMING ROOM
159
LOADING/RECEIVING/STORAGE
160
?
?
?
?
MEN'S
166
WOMEN'S
165
GENERAL BUILDING
STORAGE
167
WB-6A
SM
SPK/MPA-22
STRC
WB-6A
SM
SPK/MPA-23
STRC
WB-6A
SM
SPK/MPA-24
STRC
WB-6A
SM
SPK/MPA-25
STRC
26'-0"26'-0"
WB-6A
SM
SPK/MPA-12
STRC
WB-6A
SM
SPK/MPA-11
STRC
WB-6A
SM
SPK/MPA-10
STRC
WB-6A
SM
SPK/MPA-6
STRC
WB-6A
SM
SPK/MPA-5
STRC
WB-6A
SM
SPK/MPA-4
STRC
WB-6A
SM
SPK/MPA-1
STRC
WB-6A
SM
SPK/MPA-2
STRCWB-6A
SM
SPK/MPA-3
STRC
20'-0"20'-0"20'-0"20'-0"30'-8"WB-6A
SM
SPK/MUC-11
STRC
WB-6A
SM
SPK/MUC-13
STRC
WB-6A
SM
SPK/MUC-14
STRC
WB-6A
SM
SPK/MUC-17
STRC
WB-6A
SM
SPK/MUC-16
STRCWB-6A
SM
SPK/MUC-12
STRC
WB-6A
SM
SPK/MUC-15
STRC
WB-6A
SM
SPK/MUC-19
STRC
WB-6A
SM
SPK/MUC-20
STRC
WB-6A
SM
SPK/MUC-18
STRC
11'-10"20'-0"20'-7"19'-5"20'-0"13'-0"30'-0"WB-6A
SM
SPK/MUC-1
STRC
WB-6A
SM
SPK/MUC-3
STRC
WB-6A
SM
SPK/MUC-4
STRC
WB-6A
SM
SPK/MUC-7
STRCWB-6A
SM
SPK/MUC-6
STRCWB-6A
SM
SPK/MUC-2
STRC
WB-6A
SM
SPK/MUC-5
STRC
WB-6A
SM
SPK/MUC-9
STRC
WB-6A
SM
SPK/MUC-10
STRC
WB-6A
SM
SPK/MUC-8
STRC
P
▼
WB-6B
SM
PRJ/MUC-E
STRC
P
▼
WB-6B
SM
PRJ/MUC-N
STRCPNA
SM
SCN/MUC-N
MPE
PNA
SM
SCN/MUC-E
MPE
EQ EQEQROOM CENTERLINES
30'-8"31'-0"30'-0"16'-5"/1 AV3.1c
/1 AV3.1a
/1 AV3.1d
P
▼
WB-6B
SM
PRJ/MPA-E
STRC
P
▼
WB-6B
SM
PRJ/MPA-N
STRC
PNA
SM
SCN/MPA-E
MPE
PNA
SM
SCN/MPA-N
MPE 32'-6"22'-0"22'-0"21'-0"S1 S1 S1
S1 S1 S1
S1
S1 S1
S1
S1
S1 S1 S1
S1
S1 S1 S1 S1
S1 S1 S1 S1 S1
S1
S1 S1 S1 S1
S3
S3
S3
S3
20'-6"
PROJECTION SCREEN AND PROJECTOR DEVICES ARE
INCLUDED AS PART OF MULT-PURPOSE ARENA VIDEO ADD
ALTERNATE. FURNISH AND INSTALL BOXES, POWER, AND
CONDUIT AS PART BASE BID.
PROJECTION SCREEN AND PROJECTOR DEVICES ARE
INCLUDED AS PART OF MULT-PURPOSE ARENA VIDEO ADD
ALTERNATE. FURNISH AND INSTALL BOXES, POWER, AND
CONDUIT AS PART BASE BID.
B2
B2
B2
B2
FLOOR PLAN:/1 AV2.1b
MULTI-PURPOSE
ARENA 154
PROVIDE
PROTECTIVE
CAGE
PROVIDE
PROTECTIVE
CAGE
S1 S1
WB-6A
SM
SPK/MPA-9
STRC
WB-6A
SM
SPK/MPA-7
STRC
WB-6A
SM
SPK/MPA-8
STRC
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN RCP -
NE QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV3.1b
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
FIRST FLOOR RCP - NE QUAD1
KEYNOTE LEGEND
B2 REFER TO DETAIL 10/AV4.9a FOR
PROJECTION SCREEN POWER AND
CONDUIT INFRASTRUCTURE
REQUIREMENTS.
S1 REFER TO DETAIL 9/AV4.9a FOR
DOWN-FIRING SPEAKER MOUNTING &
INFRASTRUCTURE REQUIREMENTS
S3 REFER TO DETAIL 6/AV4.3 FOR
MULTI-PURPOSE ARENA SEATING
SPEAKER MOUNTING &
INFRASTRUCTURE REQUIREMENTS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
A
B E F HCD
4
5
6
8
7
F.3 F.9 G G.8
5.8
7.2
9
SKATE RENTAL
108
CHECK-IN/RENTAL
107
OFFICE
111
CONCESSIONS
115 (B)
MAIN LOBBY
101
MAIN LOBBY
101
VESTIBULE
100
MENS
106A
MEETING ROOM (A)
102
MEETING ROOM (B)
103
FIRST AID
105
STOR
104
MULTI-USE CONVENTION
SPACE
156
FOOD PREP
115 (A)
WB-6A
SM
SPK/MPA-26
STRC
WB-6A
SM
SPK/MPA-27
STRC
WB-6A
SM
SPK/MPA-28
STRC
WB-6A
SM
SPK/MPA-29
STRC
WB-6A
SM
SPK/MPA-18
STRC
WB-6A
SM
SPK/MPA-17
STRC
WB-6A
SM
SPK/MPA-16
STRC
WB-6A
SM
SPK/MPA-13
STRC
WB-6A
SM
SPK/MPA-14
STRC
WB-6A
SM
SPK/MPA-15
STRC
20'-0"20'-0"20'-0"20'-0"13'-0"
WB-6A
SM
SPK/MUC-21
STRC
WB-6A
SM
SPK/MUC-23
STRC
WB-6A
SM
SPK/MUC-24
STRC
WB-6A
SM
SPK/MUC-27
STRC
WB-6A
SM
SPK/MUC-26
STRC
WB-6A
SM
SPK/MUC-22
STRC
WB-6A
SM
SPK/MUC-25
STRC
WB-6A
SM
SPK/MUC-29
STRC
WB-6A
SM
SPK/MUC-30
STRC
WB-6A
SM
SPK/MUC-28
STRC
P
▼
WB-6B
SM
PRJ/MUC-W
STRC
PNA
SM
SCN/MUC-W
MPE16'-5"32'-0"/1 AV3.1a
/1 AV3.1d
/1 AV3.1b
21'-0"22'-0"22'-0"32'-6"28'-6"26'-0"26'-0"28'-6"
S3
S3
S3
S3
S1 S1 S1
S1 S1 S1
S1
S1
S1 S1 S1
S1 S1 S1 S1
S1
20'-6"
B2
B2
FLOOR PLAN:/1 AV2.1c
MULTI-PURPOSE
ARENA 154
WB-6A
SM
SPK/MPA-21
STRC
WB-6A
SM
SPK/MPA-20
STRC WB-6A
SM
SPK/MPA-19
STRC
S1 S1 S1
ELEV
152
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN RCP -
NW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV3.1c
10/13/2023
220025.00
1/8" = 1'-0"
FIRST FLOOR RCP - NW QUAD1
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
KEYNOTE LEGEND
B2 REFER TO DETAIL 10/AV4.9a FOR
PROJECTION SCREEN POWER AND
CONDUIT INFRASTRUCTURE
REQUIREMENTS.
S1 REFER TO DETAIL 9/AV4.9a FOR
DOWN-FIRING SPEAKER MOUNTING &
INFRASTRUCTURE REQUIREMENTS
S3 REFER TO DETAIL 6/AV4.3 FOR
MULTI-PURPOSE ARENA SEATING
SPEAKER MOUNTING &
INFRASTRUCTURE REQUIREMENTS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
H J K M P QN
5
6
8
7
L L.6 M.4
5.8
7.2
9
CONCESSIONS
115 (B)
ICE ARENA LOBBY
117
BEER SALES
116
FOOD PREP
115 (A)
J.C.
114
MEN'S
121
WB-6A
SM
SPK/MHA-31
STRC
WB-6A
SM
SPK/MHA-32
STRC
WB-6A
SM
SPK/MHA-33
STRC
WB-6A
SM
SPK/MHA-34
STRC
WB-6A
SM
SPK/MHA-26
STRC
WB-6A
SM
SPK/MHA-25
STRC
WB-6A
SM
SPK/MHA-24
STRC
WB-6A
SM
SPK/MHA-23
STRC
WB-6A
SM
SPK/MHA-16
STRC
WB-6A
SM
SPK/MHA-17
STRC
WB-6A
SM
SPK/MHA-18
STRC
WB-6A
SM
SPK/MHA-15
STRC
WB-6A
SM
SPK/MHA-14
STRCWB-6A
SM
SPK/MHA-13
STRC
ARENA CENTERLINES /1 AV3.1a/1 AV3.1b
/1 AV3.1c
29'-0"25'-6"22'-0"22'-0"EQS1
S1 S1
S1
S1 S1
S1
S1 S1
S2
S2
S2
S2 S2
S2
S2
S2
EQEQFLOOR PLAN:/1 AV2.1d
WB-6A
SM
SPK/MHA-10
STRC
WB-6A
SM
SPK/MHA-11
STRC
WB-6A
SM
SPK/MHA-12
STRC
EQEQEQEQMERCY HEALTH
ARENA 136
FAMILY RESTROOM
120
ELEV
152
NE SE
SWNW
BUILDING DIAGRAM
NOT TO SCALE NN
Consultant:
Project:
Location:
Sheet:
Plan
North
True
North
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
FIRST FLOOR PLAN RCP
SW QUAD
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV3.1d
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
FIRST FLOOR RCP - SW QUAD1
KEYNOTE LEGEND
S1 REFER TO DETAIL 9/AV4.9a FOR
DOWN-FIRING SPEAKER MOUNTING &
INFRASTRUCTURE REQUIREMENTS
S2 REFER TO DETAIL 2/AV4.2 FOR MERCY
HEALTH ARENA SEATING SPEAKER
MOUNTING & INFRASTRUCTURE
REQUIREMENTS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
E F
D
F.3 F.9
G
4'-2"6'-2"P
▼
WB-526
FM
VD/LOB-1
MPE
P
▼
WB-526
FM
VD/LOB-2
MPE
P
▼
WB-526
FM
VD/LOB-3
MPE
P
▼
WB-526
FM
VD/LOB-4
MPE
P
▼
WB-526
FM
VD/LOB-5
MPE
P
▼
WB-526
FM
VD/LOB-6
MPE4'-2"6'-2"(3) 55" DISPLAYS (3) 55" DISPLAYS
3'-9"2'-3"2'-3"35'-9"
LOCATE BOXES TO AVOID
COLUMN IN THE WALL
2'-2"2'-3"2'-3"2'-2"
LOCATE BOXES TO AVOID
COLUMN IN THE WALL
5
4'-2"6'-0"4'-0"5'-3"P
▼
WB-526
FM
VD/BR
MPE
55" DISPLAY
1'-6"PWB-61
FM
HDMI/BR
RHT
WB-63
FM
BP/BR
SHT
EQ EQ
5'-6"6'-6"P
▼
WB-526
FM
VD/SS
MPE
55" DISPLAY
4'-6"WB-1
FM
BP/SS
54"-C
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
P
▼
WB-526
FM
VD/RENT
MPE
7'-0"5'-0"85" DISPLAY
12'-2"3'-4"
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
LOBBY & BREAKROOM
SECTIONS & ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.1
10/13/2023
220025.00
1/4" = 1'-0"
MAIN LOBBY 101 EAST ELEVATION1
1/4" = 1'-0"
BREAK ROOM 109 SOUTH ELEVATION3 1/4" = 1'-0"
SPONSOR SUITE NORTH ELEVATION4
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/4" = 1'-0"
CHECK-IN/RENTAL 107 EAST ELEVATION2
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
AV4.2
2
WB-6A
SM
SPK/MHA-22
STRC
WB-6A
SM
SPK/MHA-30
STRC
1'-6"1'-6"MOUNT PER LOUDSPEAKER
MOUNTING DETAIL AV4.9A/5, TYPICAL
WB-8A
FM
AV/MHA-2
RHT
P
▼SM
ER/MHA
FLR
WB-6
FM
AV/MHA-1
18"-C
P
▼
WB-526
FM
VD/SS
MPE
WB-61
FM
BT/MHA-1
NOTE
WB-1
FM
BP/SS
54"-C
B1
WB-6A
SM
SPK/MHA-7
STRC
WB-6A
SM
SPK/MHA-8
STRC WB-6A
SM
SPK/MHA-9
STRC
DANLEY SH-50
APE RIGGING ASSEMBLY
P1000 UNISTRUT SPANS
STRUCTURE
ARENA STRUCTURE
LOUDSPEAKER BOX, REFER
TO RCP FOR BOX SIZE/TYPE
ALIGN SPEAKER WITH BOTTOM OF TRUSS
TILT LOUDSPEAKER DOWN TO AIM AT THE
VERTICAL CENTER OF THE SEATING AREA.
ALLOW FOR +/-15-DEGREES TILT FOR FIELD
ADJUSTMENTS.
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MERCY HEALTH ARENA
SECTIONS & ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.2
10/13/2023
220025.00
1/4" = 1'-0"
MERCY HEALTH ARENA SECTION1
1 1/2" = 1'-0"
DANLEY LOUDSPEAKER RIGGING DETAIL2
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
KEYNOTE LEGEND
B1 BOX MOUNTED SO THAT THE DEVICE
AND COVERPLATE MAY BE INSTALLED
ABOVE THE COUNTERTOP.
DETAIL APPLIES TO LOUDSPEAKERS
SPK/MHA-16 THROUGH SPK/MHA-21 AND
SPK/MHA-24 THROUGH SPK/MHA-31
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
AV4.3
6
1
AV4.4
WB-6A
SM
SPK/MPA-24
STRC
EAW MK5394 LOUDSPEAKER
ARENA STRUCTURE
EAW MK2(5)000 U-BRAKET
THEADED ROD ATTACHMENT
TO UNISTRUT ABOVE
ALIGN SPEAKER WITH BOTTOM OF TRUSS
TILT LOUDSPEAKER DOWN TO AIM AT
THE VERTICAL CENTER OF THE SEATING
AREA. ALLOW FOR +/-15-DEGREES TILT
FOR FIELD ADJUSTMENTS.
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
1
AV4.4
P
▼
WB-6B
SM
PRJ/MPA-N
STRC
PNA
SM
SCN/MPA-N
MPE
WB-1
FM
BT/MPA
NOTE
P
▼
WB-X3
FM
AV/MPA-S
18"-C
B1
353
AV4.3
4
AV4.3
P
▼
WB-X3
FM
AV/MPA-N
18"-C
PNA
SM
SCN/MPA-N
MPE
EQ EQ
WB-1
FM
SW/MPA-N
SHT
1'-6"5
AV4.3
12'-0"21'-4"13'-4"HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
3 53
AV4.3
4
AV4.3
WB-2
FM
ANT/MPA-A
22'-C
WB-6B
FM
ALS/MPA
22'-C
WB-2
FM
ANT/MPA-B
22'-C
1'-6"4'-5"4'-5"1'-6"
WB-1
FM
SW/MPA-N
SHT
P
▼
WB-X3
FM
AV/MPA-N
18"-C
1'-6"Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MULTI-PURPOSE ARENA
SECTIONS & ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.3
10/13/2023
220025.00
1/8" = 1'-0"
MULTI-PURPOSE ARENA CROSS SECTION LOUDSPEAKERS3 1 1/2" = 1'-0"
EAW LOUDSPEAKER RIGGING DETAIL6
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
MULTI-PURPOSE ARENA CROSS SECTION VIDEO4
1/8" = 1'-0"
MULTI-PURPOSE ARENA NORTH ELEVATION1
1/8" = 1'-0"
MULTI-PURPOSE ARENA SOUTH ELEVATION2
KEYNOTE LEGEND
B1 BOX MOUNTED SO THAT THE DEVICE AND
COVERPLATE MAY BE INSTALLED ABOVE
THE COUNTERTOP.
DETAIL APPLIES TO LOUDSPEAKERS
SPK/MPA-16 THROUGH SPK/MPA-23
1/8" = 1'-0"
MULTI-PURPOSE ARENA CROSS SCETION AT AV/MPA-N5
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
3
AV4.3
4
AV4.3
P
▼
WB-6B
SM
PRJ/MPA-E
STRC
PNA
SM
SCN/MPA-E
MPE
WB-1
FM
SW/MPA-E
SHT
P
▼
WB-X3
FM
AV/MPA-E
RHT
F HF.3 F.9 G G.8
1
AV4.4
PNA
SM
SCN/MPA-E
MPE
P
▼
WB-X3
FM
AV/MPA-E
RHT
36'-0"73'-0"
WB-1
FM
SW/MPA-E
SHT12'-0"13'-4"21'-4"1'-9"AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MULTI-PURPOSE ARENA
SECTIONS & ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.4
10/13/2023
220025.00
1/8" = 1'-0"
MULTI-PURPOSE ARENA LONGITUDINAL SECTION1
1/8" = 1'-0"
MULTI-PURPOSE ARENA EAST ELEVATION2
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
346
AV4.5
8'-0"PNA
SM
SCN/MUC-N
MPE
EQ EQ
13'-4"21'-4"
P
▼
WB-X3
FM
AV/MUC-N
28"-C
WB-6B
FM
ANT/MUC-B2
22'-C
WB-6B
FM
ALS/MUC-2
22'-C
WB-2
FM
ANT/MUC-A2
22'-C
2'-4"1'-6"PORTABLE STAGE PLATFORM HEIGHT
WB-6B
FM
ALS/MUC-3
22'-C
WB-6B
FM
ANT/MUC-A3
22'-C
WB-3
FM
SW/MUC-N
SHT
PNA
SM
SCN/MUC-N
MPE
WB-6A
SM
SPK/MUC-11
STRC
P
▼
WB-6B
SM
PRJ/MUC-N
STRC
WB-6A
SM
SPK/MUC-13
STRC
WB-6A
SM
SPK/MUC-14
STRC
WB-6A
SM
SPK/MUC-15
STRC
WB-6A
SM
SPK/MUC-19
STRC
AV4.5
7
AV TAG LEGEND
BOX
MNT
AV/XXX-X
HT
P
▼
DEVICE LOCATION ID
ASSOCIATED BOX MOUNTING TYPE
(SEE AV0.1)
ASSOCIATED BOX TYPE (REFER
TO AV9.x SERIES SHEETS FOR
BOX TYPES USED IN PROJECT)
ASSOCIATED BOX MOUNTING HEIGHT
(SEE AV0.1)
WHEN PRESENT, INDICATES POWER & DATA
REQUIREMENTS (SEE AV9.x SERIES SHEETS)
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
3 46
AV4.5
P
▼
WB-X3
FM
AV/MUC-S2
30"-C
MOUNTED SO COVER/DOOR CAN
OPEN WITHOUT HITTING BLEACHER
2'-6"P
▼
WB-6B
SM
PRJ/MUC-E
STRC P
▼
WB-6B
SM
PRJ/MUC-W
STRC
PNA
SM
SCN/MUC-W
MPE
PNA
SM
SCN/MUC-E
MPE
ABECD
EQ EQ
PNA
SM
SCN/MUC-W
MPE
8'-0"13'-4"21'-4"
P
▼
WB-X3
FM
AV/MUC-W
28"-C
WB-1
FM
SW/MUC-W
SHT
3
AV4.5
WB-6B
FM
ANT/MUC-B3
22'-C
2'-4"1'-6"PORTABLE STAGE PLATFORM HEIGHT
A B ECD
PNA
SM
SCN/MUC-E
MPE
8'-0"EQEQ
13'-4"21'-4"WB-6B
FM
ANT/MUC-A1
22'-C
WB-6B
FM
ALS/MUC-1
22'-C
WB-6B
FM
ANT/MUC-B1
22'-C
22'-0"P
▼
WB-X3
FM
AV/MUC-E
RHT
WB-1
FM
SW/MUC-E
SHT
3
AV4.5
2'-4"Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MULTI-USE CONVENTION
SECTIONS & ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.5
10/13/2023
220025.00
1/8" = 1'-0"
MULTI-USE CONVENTION SPACE NORTH ELEVATION4
1/8" = 1'-0"
MULTI-USE CONVENTION SPACE NS SECTION6
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
1/8" = 1'-0"
MULTI-USE CONVENTION SPACE SOUTH ELEVATION5
1/8" = 1'-0"
MULTI-USE CONVENTION SPACE LONGITUDINAL SECTION3
1/8" = 1'-0"
MULTI-USE CONVENTION SPACE WEST ELEVATION1 1/8" = 1'-0"
MULTI-USE CONVENTION SPACE EAST ELEVATION2
3/8" = 1'-0"
PROJECTOR LIFT ENLARGED VIEW7
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
FRONT FRONTFRONTINSTALL SWITCH BOX FOR DATA, POWER, & AV.
POWER INSTALLED HERE
DATA INSTALLED HERE
CONDUIT ABOVE CEILING
STUBBED AT 45 DEGREES IF
FREE -AIR CABLE APPLICABLE
RESERVED FOR AV CABLE OR CONNECTIONS.
DISPLAY BACK BOX SHOULD BE MOUNTED WITHIN
TWO STUD CAVITIES, PROVIDING CLEARANCE FOR
CUT-IN BOXES AS SHOWN ON DRAWING.
GENERAL NOTE: PROJECT STANDARD FOR ALL DISPLAY BACK
BOXES TV/XXX-X SHALL INCLUDE, AT LEAST, A SINGLE AV CONDUIT
STUBBED ABOVE CEILING. CERTAIN DISPLAY BACK BOXES MAY CALL
FOR MORE THAN A SINGLE AV CONDUIT CONNECTION TO
ACCOMODATE MULTIPLE SIGNAL TYPES.
POWER INSTALLED HERE
DATA INSTALLED HERE
RESERVED FOR AV CABLES OR CONNECTIONS
INSTALL SWITCH BOX FOR DATA, POWER, & AV
DISPLAY BACK BOX SHOULD
BE SECURED TO HEADER
AN ADDITIONAL VERTICAL BRACE MAY BE
REQUIRED TO STABILIZE DISPLAY BACK BOX
GENERAL NOTE: PROJECT STANDARD FOR ALL DISPLAY BACK
BOXES TV/XXX-X SHALL INCLUDE, AT LEAST, A SINGLE AV
CONDUIT INSTALLED BELOW FLOOR. CERTAIN DISPLAY BACK
BOXES MAY CALL FOR MORE THAN A SINGLE AV CONDUIT
CONNECTION TO ACCOMODATE MULTIPLE SIGNAL TYPES.INSTALL 6" HIGH
BLOCKING SPANNING 4
STUD CAVITIES ON
TOP AND BOTTOM OF
DISPLAY BACK BOX.BLOCKING SHALL FRAME
DISPLAY BACK BOX
GENERAL NOTE: DISPLAY BACK BOXES ARE SHOWN AT
THE CENTER OF DISPLAYS ON AV SHEETS. BOXES MAY
MOVE LEFT OR RIGHT 8" BASED ON STUD LAYOUT.
BLOCKING MATERIAL
SHOULD BE CONSISTENT
WITH PROJECT STANDARDS.AV4.9a/78'x8' PLYWOOD ON WALL (PROVIDED BY GC), CENTERED ON EQUIPMENT RACK 8'-0" PLYWOOD - CENTERED ON RACKAV EQUIPMENT RACK. REFER TO PLANS FOR SPECIFIC LAYOUT.
CONDUIT CLEARANCE AREA WITHIN CABLE CHASES.
CLEARANCE AREAS SHALL MAINTAIN 1/2" CLEARANCE FROM FRONT OF CABLE
CHASES & 2" CLEARANCE FROM SIDES OF CABLE CHASES.
(SEE EQUIPMENT RACK CONDUIT CLEARANCE DETAIL -THIS SHEET)
DETAIL SHOWS GENERIC CONFIGURATION FOR CABLE MANAGEMENT AND CONDUIT
ROUTING AT EQUIPMENT RACK LOCATION. AV CONTRACTOR SHALL COORDINATE
PROJECT SPECIFIC LAYOUTS AND REQUIREMENTS WITH ELECTRICAL CONTRACTOR.
4" x 31" CABLE CHASE ATTACHED TO PLYWOOD AT BACK OF RACK
8'-0"
EQ EQ
8'-0"8' x 8' PLYWOOD ON WALL (BY
GC) CENTERED ON RACK
AV EQUIPMENT RACK
4" x 31" CABLE CHASE
MOUNTED TO PLYWOOD
CONDUIT CLEARANCE AREA WITHIN CABLE CHASES.
CLEARANCE AREAS SHALL MAINTAIN 1/2" CLEARANCE FROM FRONT OF CABLE
CHASES & 2" CLEARANCE FROM SIDES OF CABLE CHASES.29"1/2"
4" x 31" CABLE CHASE
PLYWOOD BY GC
A MINIMUM CLEARANCE OF 36" SURROUNDING THREE SIDES OF THE EQUIPMENT RACK IS RECOMMENDED FOR OPERATIONAL
AND MAINTENANCE ACCESSIBILITY.
A MINIMUM CEILING HEIGHT OF 108" IS RECOMMENDED FOR EQUIPMENT RACK INSTALLATION & MAINTENANCE.
EQUIPMENT RACK SHALL HAVE A MINIMUM CLEARANCE OF 36" FROM ELECTRIC EQUIPMENT PER ELECTRICAL CODES.
DO NOT LOCATE CEILING SPRINKLERS, SMOKE DETECTORS, OR DRAINAGE EQUIPMENT DIRECTLY ABOVE EQUIPMENT RACK.
FRONT OF EQUIPMENT RACK SHALL HAVE A
MINIMUM CLEARANCE OF 36" TO WALL IN ORDER
TO MEET ADA REQUIREMENTS
CABLE CHASES MAY BE REQUIRED IN FRONT OF
AND/OR BEHIND RACK. SEE AV491 DETAIL 10
FOR MORE DETAILS.
TYPICAL RACK DIMENSIONS: 24" WIDE X 32" DEEPMINIMUM5'-4"MINIMUM
8'-9"
CONDUIT FROM EQUIPMENT RACK RUNS TO SPEAKER JUNCTION BOX.
ADDITIONAL CONDUIT MAY RUN TO OTHER SPEAKER LOCATIONS.
6X6X4 JUNCTION BOX MOUNTED TO DECK OR
TRUSS. ACTUAL LOCATION TBD BY EC BASED
ON CONDUIT ROUTING LOCATIONS.
EC SHALL PROVIDE FLEX CONDUIT FROM
JUNCTION BOX. EC SHALL VERIFY NECESSARY
LENGTH WITH AV CONTRACTOR.
LOUDSPEAKER MOUNTED FLUSH WITH
BOTTOM OF TRUSS
LOUDSPEAKER MOUNTED TO UNISTRUT
(2) 1-5/8" UNISTRUT SPANNING BETWEEN TRUSSES
AND SECURED TO BOTTOM CHORDS OF TRUSSES.
STRUCTURAL TRUSS
AV CONTRACTOR SHALL SECURE
FLEX CONDUIT TO TRUSS WEBBING.
COORDINATE LOUDSPEAKER LOCATIONS WITH
PLANS. ADDITIONAL COORDINATION MAY BE
REQUIRED WITH MECHANICAL, ELECTRICAL, OR
OTHER EQUIPMENT.
6" X 6" X 3-1/2" BOX (6350-BLNK)
NO KNOCKOUTS. DRILL HOLES AS NEEDED FOR
REQUIRED CONDUIT TERMINATIONS
ORIENT BOX SUCH THAT SCREW TABS FOR
DEVICE RINGS ARE ON THE TOP AND BOTTOM
OF THE BOX
ONE GANG DEVICE RING
VERTICAL ORIENTATION
ONE GANG DEVICE RING
HORIZONTAL ORIENTATION
TWO GANG DEVICE RING
VERTICAL ORIENTATION
TWO GANG DEVICE RING
HORIZONTAL ORIENTATION
THREE GANG DEVICE RING
VERTICAL ORIENTATION ONLY
THREE GANG ADJUSTABLE DEVICE RING
ADJUSTABLE FROM 3/4" TO 1-1/2"
MOUNTING SLOTS ON TOP AND BOTTOM ONLY
SET 6X6 BOX DEEPER IN WALL FOR WALL SURFACES LESS THAN 3/4"
SELECT DEPTH OF DEVICE RING BASED ON
THICKNESS OF WALL MATERIAL
RAISED PORTIONS AVAILABLE IN SIZES FROM 1/2"
TO 2"
ONE AND TWO GANG DEVICE RINGS HAVE MOUNTING SLOTS ON ALL FOUR SIDES
ALLOWING RING TO BE ROTATED TO DETERMINE DEVICE ORIENTATION. INSTALL PER
PROJECT REQUIREMENTS
12" MIN.
4-SQUARE BOX WITH TOGGLE SWITCH BY ELECTRICAL
INSTALLER. PROJECTION SCREEN POWER WIRED THROUGH
SWITCH TO SERVE AS LOCAL DISCONNECT.
MOUNT BOX ADJACENT TO SCREEN CASE. ELECTRICAL
INSTALLER SHALL COORDINATE LOCATION WITH AV INSTALLER.
PROJECTION SCREEN BY AV INSTALLER. CEILING-
RECESSED SCREEN SHOWN. DETAIL IS APPLICABLE
FOR WALL MOUNTED & CEILING SUSPENDED SCREENS.
ELECTRICAL INSTALLER SHALL COORDINATE SPECIFIC
REQUIREMENTS WITH AV INSTALLER.
ELECTRICAL INSTALLER SHALL PROVIDE
WHIP FROM BOX TO SCREEN CASE
LOW VOLTAGE CONTROL CONDUIT PIPED DIRECTLY TO SCREEN
HOUSING. ELECTRICAL INSTALLER SHALL COORDINATE
LOCATION WITH AV INSTALLERS. REFER TO CONDUIT RISER
DIAGRAM IN AV SERIES SHEETS FOR CONDUIT REQUIREMENTS.
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
STANDARD AV DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.9a
10/13/2023
220025.00
NTS1DISPLAY BACK BOX DETAIL - STANDARD LAYOUT FROM CEILING.
NTS2DISPLAY BACK BOX DETAIL - STANDARD LAYOUT FROM BELOW
NTS3DISPLAY BACK BOX ISOMETRIC DETAIL
NTS8EQUIPMENT RACK CABLE MANAGEMENT DETAIL
NTS7EQUIPMENT RACK CABLE MANAGEMENT DETAIL ELEVATION
NTS6EQUIPMENT RACK CONDUIT CLEARANCE DETAIL
1/2" = 1'-0"
MINIMUM RACK ROOM DIMENSIONS FOR EQUIPMENT CLEARANCE4
1/2" = 1'-0"
LOUDSPEAKER MOUNTING DETAIL9
3" = 1'-0"
6X6 BOX MOUNTING ORIENTATION (WB-61, WB-62, WB-63)5
NTS10PROJECTION SCREEN POWER DISCONNECT DETAIL
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
PAGE MICVOLU ME
PAGE MICVOLU ME
PAGE MICVOLU ME
Speaker
KB-701Speaker Station
Clear-Com
OnOff
Program LevelVolumeCall
Talk
Mic
Speaker
KB-701Speaker Station
Clear-Com
OnOff
Program LevelVolumeCall
Talk
Mic
Speaker
KB-701Speaker Station
Clear-Com
OnOff
Program LevelVolumeCall
Talk
Mic
PAGE MIC
BA CK STAGE P AGING MIC(SELECT PAGING ZONES VIA TOUCH SCREEN)
Call SpeakerOnOffProgramLevelVolumeTalkVolume
SidetoneNullProgramLevelSidetoneNullProgramLevelAnnouncePanel MicHeadsetPanel Mic Headset basearm
arm
TOP OF OPERABLE
TOUCH SURFACE
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.1 & 308.3.14'-0"3'-10"4'-0"3'-10"WB-61, WB-62, OR WB-63
TOP OF OPERABLE
TOUCH SURFACE
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.23'-8"3'-6"TOP OF OPERABLE
TOUCH SURFACE
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.3.23'-10"3'-8"TOP OF OPERABLE
TOUCH SURFACE
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.1 & 308.3.14'-0"3'-9"4'-0"3'-9"WB-61, WB-62, OR WB-63
TOP OF OPERABLE
TOUCH SURFACE
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.23'-8"3'-5"TOP OF OPERABLE
TOUCH SURFACE
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.3.23'-10"3'-7"TOP OF HIGHEST
CONTROL
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.1 & 308.3.1 3'-10"4'-0"3'-10"TOP OF HIGHEST
CONTROL
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.23'-8"3'-6"TOP OF HIGHEST
CONTROL
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.3.23'-10"3'-8"4'-0"3'-11"TOP OF HIGHEST
CONTROL
CENTERLINE OF BOX
DO NOT EXCEED
WB-4
REFERENCE: ADA 2010 -308.2.1 & 308.3.13'-11"3'-8"3'-7"TOP OF HIGHEST
CONTROL
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.2.2 3'-10"3'-9"TOP OF HIGHEST
CONTROL
CENTERLINE OF BOX
DO NOT EXCEED
REFERENCE: ADA 2010 -308.3.2
1'-3"1'-4"BOTTOM OF LOWEST USER
ACCESSIBLE CONNECTION
CENTERLINE OF BOX
MAY NOT BE LOWER THAN
THIS POINT
WB-61, WB-62, OR WB-63
REFERENCE: ADA 2010 -308.2.1 1'-3"2'-4"BOTTOM OF LOWEST USER
ACCESSIBLE CONNECTION
CENTERLINE OF BOX
MAY NOT BE LOWER THAN
THIS POINT
WB-24B
REFERENCE: ADA 2010 -308.2.1 REFERENCE: ADA 2010 -308.2.1 & 902.34'-0"2'-8"2'-3"HIGHEST
ACCESSIBLE
CONTROL
WORKSURFACE
BETWEEN 28" AND
34" AFF
WALL-MOUNTED EQUIPMENT RACK
MAXIMUM BACK PAN MOUNTING HEIGHT
5'-0"5'-0"3'-0"1'-0"1'-0"2'-0"3'-0"ONE ARM OF T-SHAPED TURNING SPACE MAY
INCLUDE KNEE AND TOE SPACE CLEARANCE PER
ADA 2010 306
SPACE CLEAR OF
OBSTRUCTIONS PER ADA
2010 304.3.2
LECTERN
WALL
2'-6"4'-0"LECTERN
WALL
CLEAR FLOOR SPACE PER
ADA 2010 305.3
0'-6"0'-11"4'-0"LECTERN
WALL
CLEAR SPACE REQUIRED PER ADA
2010 305.3 MAY INCLUDE KNEE AND
TOE SPACE
2'-6"
TOE SPACE PER ADA
2010 306.2
KNEE SPACE PER ADA
2010 306.2
TOE AND KNEE CLEARANCE MUST BE A
MINIMUM OF 30" WIDE PER ADA 2010 305.2.5
& 306.3.5
0'-9"3'-4"2'-7"1'-2"
1'-8"TOE SPACE MUST BE A MINIMUM OF 17"
UNDER ELEMENT PER ADA 2010 306.2.3
KNEE SPACE MUST BE A MINIMUM OF
11" DEEP AT 9" AFF AND 8" DEEP AT
27" AFF PER ADA 2010 306.3.3
TOE SPACE
HEIGHT
0'-4"2'-3"6'-8"LIMITED PROTRUSION AREA IN
CIRCULATION PATHS PER ADA 2010
307.2
WB-525 OR WB-526 WALL
BOX (BY EC)
ULTRA THIN DISPLAY MOUNT
(BY AV CONTRACTOR)
FLAT PANEL DISPLAY (BY AV
CONTRACTOR)2'-3"6'-8"1'-0"1'-0"
MAXIMUM PROTRUSION LIMITS FOR POST
MOUNTED OBJECTS IN CIRCULATION
PATHS PER ADA 2010 307.3
FLAT PANEL DISPLAY (BY AV
CONTRACTOR)
POST OR PYLON
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
1/2" = 1'-0"
ADA DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV4.9b
10/13/2023
220025.00
NTS17" TOUCH SCREEN UNOBSTRUCTED FORWARD & SIDE REACH
NTS27" TOUCH SCREEN OBSTRUCTED HIGH FORWARD REACH NTS37" TOUCH SCREEN OBSTRUCTED HIGH SIDE REACH
NTS410" TOUCH SCREEN UNOBSTRUCTED FRONT AND SIDE REACH
NTS510" TOUCH SCREEN OBSTRUCTED HIGH FORWARD REACH
NTS610" TOUCH SCREEN OBSTRUCTED HIGH SIDE REACH
NTS71- TO 3- GANG DEVICE UNOBSTRUCTED HIGH FORWARD AND SIDE REACH
NTS81- TO 3-GANG DEVICE OBSTRUCTED HIGH FORWARD REACH
NTS91- TO 3-GANG DEVICE OBSTRUCTED HIGH SIDE REACH
NTS104-GANG DEVICE UNOBSTRUCTED FORWARD AND SIDE REACH
NTS114-GANG DEVICE OBSTRUCTED HIGH FORWARD REACH
NTS124-GANG DEVICE OBSTRUCTED HIGH SIDE REACH
NTS131- TO 3-GANG DEVICE UNOBSTRUCTED LOW FORWARD REACH
NTS14SURFACE WALL BOX UNOBSTRUCTED LOW FORWARD REACH
NTS15WALL RACK UNOBSTRUCTED HIGH FORWARD REACH
NTS16LECTERN TURNING SPACE PLAN
NTS17LECTERN CLEAR FLOOR SPACE PLAN
NTS18LECTERN TOE AND KNEE SPACE PLAN
NTS19LECTERN TOE AND KNEE SPACE SECTION
NTS20WALL-MOUNTED PROTRUSION LIMITS IN CIRCULATION PATHS
NTS21POST-MOUNTED PROTRUSION LIMITS IN CIRCULATION PATHS
NOTE: A "CIRCULATION PATH" IS DEFINED AS "AN EXTERIOR OR INTERIOR WAY OF PASSAGE PROVIDED FOR PEDESTRIAN TRAVEL, INCLUDING BUT NOT LIMITED TO, WALKS, HALLWAYS, COURTYARDS,
ELEVATORS, PLATFORM LIFTS, RAMPS, STAIRWAYS, AND LANDINGS."
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
FINISHED FLOOR
FINISHED FLOOR2'-3"WRK-44-32 RACK
LVFD-44 VENTED DOOR
CC-44-312 CABLE CHASE
LF-ISO ISOLATION FEET
MW-10FT-FC FAN TOP
LT-1R RACK LIGHT
AV CLOSET 157
ER/MUC-1
MIDDLE ATLANTIC WRK-44-32 RACK
MIDDLE ATLANTIC LVFD-44 VENTED DOOR
MIDDLE ATLANTIC SPN-44-312 SIDE PANELS
MIDDLE ATLANTIC LF-ISO ISOLATION FEET
MIDDLE ATLANTIC MW-10FT-FC FAN TOP
MIDDLE ATLANTIC LT-1R RACK LIGHT
AV CLOSET 157
ER/MUC-2
DWR-18-22 WALL RACK
FWD-DWR-RR18
STORAGE 104
ER/LOB
FRONT FRONT
ID PANEL
UPS 2150VA
AUDIO DSP
AMPLIFIER #1
(CX-Q 2K4)
AMPLIFIER #2
(CX-Q 2K4)
ALS TRANSMITTER (EAST)
MW-10FT-FC TAN TOP W/ CONTROLLER.
CONTROL MASTER
BLANK BLANK
MAP CC-44-312 CABLE CHASE
BOND RACKS TOGETHER.
MPR-8A POWER RACEWAY &
W/ M-20 IGA RECEPTACLES IN
REAR OF RACK. REFER TO
SCHEMATICS FOR DETAILS.
BLANK
BLANK
BLANK
BLANK
BLANK
NETWORK SWITCH
BLANK
BLANK
BLANK
CUSTOM RACK PANEL
RP/MUC-CS
BLANK
MPR-8A POWER RACEWAY &
W/ M-20 IGA RECEPTACLES IN
REAR OF RACK. SEE POWER
SCHEMATICS FOR DETAILS.
QIO RACK MOUNT #2
QIO RACK MOUNT #1
(6) DSP NET AUDIO INPUTS
(QSC QIO-ML4i) & (1) DSP
NET AUDIO OUTPUT
(QIO-L4o) ON (2) QIO-RMK
RACK SHELVESFRONT
NETGEAR M4250-40G8X4F-PoE+
CUSTOM RACK PANEL
RP/LOB-CS
CRESTRON CP4
ID PANEL
ALS TRANSMITTER (CENTER)
ALS TRANSMITTER (WEST)
BLANK
BLANK
CONTROLLED POWER DISTRO
BLANK
CONTROLLED POWER DISTRO
PORTSMITH USB TO
ETHERNET ADAPTER
IN REAR
BLANK
BLANK
ANTENNA DISTRO #1
ANTENNA DISTRO #2
BLANK
WIRELESS #1 WIRELESS #2
WIRELESS #3 WIRELESS #4
WIRELESS #5 WIRELESS #6
BLANK
AMPLIFIER #3
(CX-Q 2K4)
BLANK
BLANK
BLANK
BLANK
PORTSMITH USB TO ETHERNET
ADAPTER IN REAR
BLANK
SHELF
SHELF
SHELF
SHELF BRIGHTSIGN
PLAYERS
BLANK
BLANK
CRESTRON DMF-CI-8
BLANK
BLANK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
48" ADA HEIGHT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
48" ADA HEIGHT48" ADA HEIGHT
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
1 1/2" = 1'-0"
EQUIPMENT RACK
ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV5.1
10/13/2023
220025.00
EQUIPMENT RACK GENERAL NOTES
1 EMPTY SPACES ON EQUIPMENT RACK
MUST BE COVERED WITH CORRECT SIZE
BLANK PANELS
2 WHERE CABLES MUST PASS FROM INSIDE
OF RACK TO FRONT OF RACK, A BRUSH
PANEL SHALL BE USED INSTEAD OF A
BLANK PANEL
3 SEE SPECIFICATION DOCUMENT 27 41 00
FOR EQUIPMENT RACK STANDARDS
NTS1FIRST FLOOR EQUIPMENT RACKS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ER/MHA-1
FRONT
AV CLOSET 210
MIDDLE ATLANTIC SR-46-28 PIVOTING WALL EQUIPMENT RACK
MIDDLE ATLANTIC DWR-SR-ZL ZERO LATCH
MIDDLE ATLANTIC UQFP-4RT 2RU FAN PANEL
MIDDLE ATLANTIC VBK-S28 VENT BLOCK KIT
MIDDLE ATLANTIC LT-1R RACK LIGHT
FINISHED FLOORFINISHED FLOOR
MIDDLE ATLANTIC WRK-44-32 RACK
MIDDLE ATLANTIC LVFD-44 VENTED DOOR
MIDDLE ATLANTIC SPN-44-312 SIDE PANELS
MIDDLE ATLANTIC CC-44-312 CABLE CHASE
MIDDLE ATLANTIC LF-ISO ISOLATION FEET
MIDDLE ATLANTIC MW-10FT-FC FAN TOP
MIDDLE ATLANTIC LT-1R RACK LIGHT
AV CLOSET 167
ER/MPA-1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
UPS 2150VA
AUDIO DSP
AMPLIFIER #3
(QSC CX-Q 8K8)
AMPLIFIER #2
(QSC CX-Q 8K8)
AMPLIFIER #1
(QSC CX-Q 4K8)
ANTENNA DISTRO #1
ANTENNA DISTRO #2
BLANK
ALS TRANSMITTER
MPR POWER RACEWAY &
MODULES IN REAR OF RACK.
REFER TO SCHEMATICS FOR
DETAILS.
BLANK
BLANK
NETWORK SWITCH
UQFP-4RT FAN PANEL.
CUSTOM RACK PANEL
RP/MHA-CS
CONTROL MASTER
FRONT
ID PANEL
UPS 2150VA
MW-10FT-FC TAN TOP W/ CONTROLLER.
BLANK
MAP CC-44-312 CABLE CHASE.
AMPLIFIER #1
(QSC CX-Q 4K8)
AMPLFIER #2
(QSC CX-Q 4K8)
BLANK
BLANK
NETWORK SWITCH
CUSTOM RACK PANEL
RP/MPA-CS
CONTROL MASTER
MPR-8A POWER RACEWAY &
W/ M-20 IGA RECEPTACLES IN
REAR OF RACK. REFER TO
SCHEMATICS FOR DETAILS.
BLANK
BLANK
BLANK
BLANK
BLANK BLANK
SHELF
LINE LEVEL RX ON SHELF (RDL TX-TPR1A)
SHELF
LINE LEVEL RX #1 & LINE LEVEL
RX #2 ON SHELF (RDL TX-TPR1A)
QIO RACK MOUNT
QSC QIO-RMK WITH (2) QIO-ML4i
ICOM MAIN STATION
41
42
43
44
45
46
ID PANEL
BLOCK VENTS AT TOP OF RACK
FAN PANEL
QIO RACK MOUNT
QSC QIO-RMK WITH (2) QIO-ML4i,
(1) QIO-L4o
WIRELESS #1 WIRELESS #2
BLANK
WIRELESS #3 WIRELESS #4
WIRELESS #5 WIRELESS #6
BLANK
BLANK
BLANK
BLANK
BLANK
PORTSMITH USB TO ETHERNET
ADAPTER IN REAR
BLANK
BLANK
AUDIO DSP
ANTENNA DISTRO #1
ANTENNA DISTRO #2
ALS TRANSMITTER
BLANK
WIRELESS #1 WIRELESS #2
BLANK
WIRELESS #3 WIRELESS #4
WIRELESS #5 WIRELESS #6
BLANK
BLANK
(1) VIDoIP MEDIA DECODER
(CRESTRON DM-NVX-360) ON SHELF
(PART OF VIDEO ALTERNATESHELF
BLANK
PORTSMITH USB TO ETHERNET
ADAPTER IN REAR
BLANK
ID PANEL
BLANK
48" ADA HEIGHT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
48" ADA HEIGHT48" ADA HEIGHT
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
1 1/2" = 1'-0"
EQUIPMENT RACK
ELEVATIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV5.2
10/13/2023
220025.00
NTS1MEZZANINE EQUIPMENT RACKS
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
RDL D-BT1A
BLUETOOTH INPUT
CRESTRON MPC3-102
BUTTON PANEL
CRESTRON TSW-1070
CONTROL PANEL
15/16" DIAMETER HOLE
WITH 3/32" RUBBER
GROMMET
CRESTRON TSW-1070
CONTROL PANEL
RDL D-BT1A
BLUETOOTH INPUT
ROTATE 90-DEGREES TO
INSTALL ABOVE COUNTER
PAINT ANTENNA TO
MATCH PANEL
HOLES AND CUTOUT LOCATED
TO SUPPORT SHURE UA864
MOUNTING BRACKET
CRESTRON MPC3-102
BUTTON PANEL
ALS ANTENNA
A B
INTERCOM
1 2
MIC INPUTS
HDMI INPUT
1 2
LINE INPUTS
TOUCH PANEL34
MIC INPUTS
A B
INTERCOM
1
COORDINATE WITH ARCHITECT
BT/MHA-1
MERCYHEALTH NORTH BOOTH (ICE LEVEL)
ALS/MHA
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
1
MERCYHEALTH SOUTH WALL
CUSTOM PANEL
COORDINATE WITH ARCHITECT
RP/MHA-CS
ER/MHA
AV/MHA-2
10"W x 10"H PANEL
8"W x 8"H x 4"D BACKBOX
COORDINATE WITH ARCHITECT
1
MERCYHEALTH PRESS BOX 203
1
COORDINATE WITH ARCHITECT
HDMI/BR
BREAKROOM 109
BP/BR
COORDINATE WITH ARCHITECT
1
BREAKROOM 109
DEVICE ON 3-GANG BOX
6"W x 6"H PANEL
SPK/MHA-#
6"W x 6"H x 4"D BACKBOX
COORDINATE WITH ARCHITECT
REFER TO RCP'S
MERCYHEALTH ARENA ROOF STRUCTURE
CUSTOM PANEL
COORDINATE WITH ARCHITECT
RP/LOB-CS
ER/LOB (STORAGE 104)
1
COORDINATE WITH ARCHITECT
BT/MHA-2
MERCYHEALTH PRESS BOX 203
ANT/MHA-x
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
2
MERCYHEALTH SOUTH WALL
LOCATIONS
ANT/MHA-A
ANT/MHA-B
BP/SS
COORDINATE WITH ARCHITECT
1
SPONSOR SUITE 202
DEVICE ON 3-GANG BOX
AVT/MHA-1
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
1
MERCYHEALTH SCORRERS BOOTH
MERCYHEALTH ARENA PANEL DETAILS
LOBBY / RENTAL PANEL DETAILS BREAKROOM PANEL DETAILS
RDL
PAIR
RDL
PAIR
1-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
1RU
(1.75")
2RU
(3.50")
3RU
(5.25")
4RU
(7.00")
5RU
(8.75")
5RUPANEL SIZE
PANEL COLOR
EQUIPMENT RACK
DEVICE
10"
10"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
21
3
NEUTRIK
21
3
NEUTRIK
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
1-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
PANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
SURFACE MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
6"
6"
1RU
(1.75")
2RU
(3.50")
3RU
(5.25")
4RU
(7.00")
5RU
(8.75")
5RUPANEL SIZE
PANEL COLOR
EQUIPMENT RACK
DEVICE
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
2-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
PANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
21
3
NEUTRIK
21
3
NEUTRIK
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
6" = 1'-0"
PANEL ELEVATIONS &
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV6.1
10/13/2023
220025.00
PANEL DRAWINGS SHOW DESIGN INTENT ONLY. AV CONTRACTOR IS
RESPONSIBLE FOR VERIFYING PANEL SIZES & CONNECTOR SPACING.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
RDL D-BT1A
BLUETOOTH DEVICE
CRESTRON TSW-1070
CONTROL PANEL
15/16" DIAMETER HOLE
WITH 3/32" RUBBER
GROMMET
SEE SCHEMATIC DRAWINGS
FOR CONNECTOR IDs (AV7.3a-d)
DA-LITE WALL MOUNT
SCREEN SWITCH
ROTATE 90-DEGREES TO
INSTALL ABOVE COUNTER
PAINT ANTENNA TO
MATCH PANEL
HOLES AND CUTOUT LOCATED
TO SUPPORT SHURE UA864
MOUNTING BRACKET
FSR WB-X3-GNG WALL BOX
15/16" DIAMETER HOLE
WITH 3/32" RUBBER
GROMMET
ALS ANTENNA
VID NET #
AUDIO NET # AUDIO NET #
VIDEO NET #
MIC# MIC#
TIE LINE 1
LINE# LINE#
TIE LINE 2
ALS/MPA
8"W x 8"H PANEL
6"W x 6"H x 4"D BACKBOX
COORDINATE WITH ARCHITECT
1
MULTI-PURPOSE ARENA SOUTH WALL
1
COORDINATE WITH ARCHITECT
BT/MPA
MP ARENA SOUTH BOOTH (ICE LEVEL)
AV/MPA-X
COORDINATE WITH ARCHITECT
4
MULTIPLE - MP ARENA WALLS
GANG-SIZE PLATES IN WALL BOX
LOCATIONS
AV/MPA-E
AV/MPA-N
AV/MPA-S
AV/MPA-W
CUSTOM PANEL
COORDINATE WITH ARCHITECT
RP/MPA-CS
ER/MPA
6"W x 6"H PANEL
SPK/MPA-#
6"W x 6"H x 6"D BACKBOX
WHITE
REFER TO RCP'S
MP ARENA ROOF STRUCTURE
6"W x 6"H BLACK ANODIZED PANEL
PRJ/MPA-#
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
2
MP ARENA ROOF STRUCTURE
LOCATIONS
PRJ/MPA-E
PRJ/MPA-N
1
COORDINATE WITH ARCHITECT
SW/MPA-#
LOCATION
LOCATIONS
SW/MPA-N
SW/MPA-E
ANT/MPA-x
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
2
MULTI-PURPOSE ARENA SOUTH WALL
LOCATIONS
ANT/MPA-A
ANT/MPA-B
MULTI-PURPOSE ARENA PANEL DETAILS
RDL
PAIR
SCDP-FX- [COLOR]
RESERVED FOR POWER
RESERVED FOR DATA
SCDP-FX- [COLOR]SCDP-FX- [COLOR]
SCDP-FX- [COLOR]
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
1-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
PANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
1RU
(1.75")
2RU
(3.50")
3RU
(5.25")
4RU
(7.00")
5RU
(8.75")
5RUPANEL SIZE
PANEL COLOR
EQUIPMENT RACK
DEVICESURFACE MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
6"
6"
SURFACE MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
6"
6"
1-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
4-GANG
2-GANG
2-GANG
2-GANG
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
21
3
NEUTRIK
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
21
3
NEUTRIK
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
PANEL ELEVATIONS &
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV6.2
10/13/2023
220025.00
PANEL DRAWINGS SHOW DESIGN INTENT ONLY. AV CONTRACTOR IS
RESPONSIBLE FOR VERIFYING PANEL SIZES & CONNECTOR SPACING.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
CRESTRON TSW-1070
CONTROL PANEL
15/16" DIAMETER HOLE
WITH 3/32" RUBBER
GROMMET
DA-LITE WALL MOUNT
SCREEN SWITCH
SEE SCHEMATIC DRAWINGS
FOR CONNECTOR IDs (AV7.4a)
FSR WB-X3-GNG WALL BOX
DRAPER WALL MOUNT
SCREEN SWITCH
DRAPER WALL MOUNT
SCREEN KEY SWITCH
DA-LITE WALL MOUNT
SCREEN SWITCH
ALS ANTENNA VID NET #
AUDIO NET # AUDIO NET #
VIDEO NET #
MIC# MIC#
TIE LINE 1
LINE# LINE#
TIE LINE 2
WIRELESS MIC ANTENNA
ALS/MUC-#
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
MULTIPLE - MU CONVENTION WALLS
LOCATION
6"W x 6"H BLACK ANODIZED PANEL
PRJ/MUC-#
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
3
MU CONVENTION ROOF STRUCTURE
LOCATIONS
PRJ/MUC-E
PRJ/MUC-W
PRJ/MUC-N
CUSTOM PANEL
COORDINATE WITH ARCHITECT
RP/MUC-CS
ER/MUC
6"W x 6"H PANEL
SPK/MUC-#
6"W x 6"H x 4"D BACKBOX
WHITE
REFER TO RCP'S
MU CONVENTION ROOF STRUCTURE
LOCATIONS
ALS/MUC-1
ALS/MUC-2
ALS/MUC-3
2
COORDINATE WITH ARCHITECT
SW/MUC-#
MULTIPLE - MU CONVENTION WALLS
LOCATIONS
SW/MUC-W
SW/MUC-E
AV/MUC-X
COORDINATE WITH ARCHITECT
6
MULTIPLE - MU CONVENTION WALLS
GANG-SIZE PLATES IN WALL BOX
LOCATIONS
AV/MUC-E
AV/MUC-S1
AV/MUC-S2
AV/MUC-S3
AV/MUC-W
AV/MUC-N
ANT/MUC-#
8"W x 8"H PANEL
6"W x 6"H x 6"D BACKBOX
COORDINATE WITH ARCHITECT
6
MULTIPLE - MU CONVENTION WALLS
LOCATIONS
ANT/MUC-A1
ANT/MUC-B1
ANT/MUC-A2
ANT/MUC-B2
ANT/MUC-A3
ANT/MUC-B3
1
COORDINATE WITH ARCHITECT
SW/MUC-N
MULTIPLE - MU CONVENTION WALLS
MULTI-USE CONVENTION SPACE PANEL DETAILS
SCDP-FX- [COLOR]RESERVED FOR POWER
RESERVED FOR DATA
SCDP-FX- [COLOR]SCDP-FX- [COLOR]
SCDP-FX- [COLOR]
OFFUPDOWN
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
SURFACE MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
6"
6"
1RU
(1.75")
2RU
(3.50")
3RU
(5.25")
4RU
(7.00")
5RU
(8.75")
5RUPANEL SIZE
PANEL COLOR
EQUIPMENT RACK
DEVICESURFACE MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
6"
6"
1-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
PANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
4-GANG
2-GANG
2-GANG
2-GANG
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
21
3
NEUTRIK
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
12
3
NEUTRIK
PUSH
21
3
NEUTRIK
8"
8"
FLUSH MOUNT
PANEL SIZE
PANEL COLOR
BOX SIZE
BOX MOUNT
LOCATION
QUANTITY
3-GANGPANEL SIZE
PANEL COLOR
LOCATION
QUANTITY
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
6" = 1'-0"
PANEL ELEVATIONS &
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV6.3
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
2
34
5 6
1+
1-2+
2-
3+
3-4+
4-
SPADE LUG AND SCREW TERMINAL STRIP SHIELD LIFTED
2" MAX
1/2"
1/16"1/16"
1/2"
SPADE SIZE 22-16
USE HEAT SHRINK TUBING
USE SELF-LAMINATING WIRE LABELS
USE HEAT SHRINK TUBING
RED
BLACK
USE CLEAR, WHITE OR
GREEN NON-SHRINK
TUBING ON DRAIN WIRE
LABEL
SCREW TERMINAL CONNECTOR
3/16"2" MAX
1/2"
1/16"
LABEL
RED
BLACK
SHIELD
USE WHITE, GREEN OR
CLEAR NON-SHRINK
TUBING ON DRAIN WIRE
USE SELF-LAMINATING WIRE LABELS
USE HEAT SHRINK COLLAR TUBING
SPADE LUG AND SCREW TERMINAL STRIP
SPADE SIZE 22-16
2" MAX
LABEL
1/2"
1/16"
USE SELF-LAMINATING WIRE LABELS
USE HEAT-SHRINK TUBING COLLAR
REDBLACK
USE CLEAR, WHITE, OR
GREEN NON-SHRINK
TUBING ON DRAIN WIRE
SHIELD
SCREW TERMINAL CONNECTOR SHIELD LIFTED
LABEL
3/16"2" MAX
1/2"
1/16"1/16"
1/2"
USE HEAT SHRINK TUBING
USE SELF-LAMINATING WIRE LABELS
USE HEAT SHRINK TUBING COLLAR
RED
BLACK
USE WHITE,GREEN OR
CLEAR NON-SHRINK
TUBING ON DRAIN WIRE
FEMALE XLR CONNECTOR
LABEL
1/2"
USE HEAT-SHRINK TUBING
1/2"
RED
BLACK
SHIELD
USE WHITE OR CLEAR NON-SHRINK
TUBING ON DRAIN WIRE
USE SELF-LAMINATING
WIRE LABELS
1"
FEMALE XLR CONNECTOR - 6 PIN
LABEL
YELLOW
WHITE
THICK BLACK
BLUE
THIN BLACK
RED
U891RC TAIL
1"
USE SELF-LAMINATING
WIRE LABELS
MALE XLR CONNECTOR SHIELD LIFTED
LABEL
1/2"
USE WHITE OR CLEAR NON-SHRINK
TUBING ON DRAIN WIRE
USE BLACK HEAT-SHRINK TUBING
1/2"
SHIELD
BLACK
RED
1"
USE SELF-LAMINATING
WIRE LABELS
1/8" TRS STEREO CONNECTOR UNBALANCED TO BALANCED
LABEL
LABEL
1"
1"
1/16"
1/2"
2" MAX 3/16"
USE SELF-LAMINATING
WIRE LABELS
USE BLACK HEAT-SHRINK TUBING COLLAR
BLACK
SHIELD
RED
SHIELD
RIGHT BLACK
LEFT RED
USE CLEAR, GREEN OR
WHITE NON-SHRINK
TUBING ON DRAIN WIRE
LABEL
1/2"
1/16"
1/2"
1/16"
BLACK
RED
USE SELF-LAMINATING WIRE LABELS
USE BLACK HEAT SHRINK TUBING
USE BLACK HEAT SHRINK TUBING COLLARUSE WHITE OR CLEAR NON-SHRINK
TUBING ON DRAIN WIRE
LABEL
LABEL
1"
1"
USE SELF-LAMINATING WIRE LABELS
USE BLACK HEAT SHRINK TUBING
BLACK
SHIELD
RED
USE SELF-LAMINATING WIRE LABELS
1/4" TIP SLEEVE CONNECTOR
1/2"
BLACK
SHIELD
RED
USE BLACK HEAT-SHRINK
TUBING COLLAR
LABEL
1"
USE SELF-LAMINATING WIRE LABELS
RED
SHIELD
BLACK
1/2"
1/2"
USE HEAT-SHRINK TUBING COLLAR
USE SELF-LAMINATING WIRE LABELS
LABEL
LABEL
BODY
CRIMP SLEEVE CENTER PIN
3/16"
1/8"
9/32"
USE SELF-LAMINATING WIRE LABELS
1"
NL4 CONNECTOR
LABEL
1"
USE SELF-LAMINATING
WIRE LABELS
SPEAKON CONNECTOR - 8 CONTACT
SPEAKON CONNECTOR NL8 TYPE
USE BLACK HEAT-SHRINK TUBING
LABEL
3/16"2" MAX
1/2"
1/16"
LABEL
BLACK
RED
SHIELD
USE GREEN
SHRINK TUBING
ON DRAIN WIRE
USE
SELF-LAMINATING
WIRE LABELS
USE HEAT SHRINK
COLLAR TUBING
LABEL
1"
2nd/RX-RED
3rd/TX-BLACK
5th/GND-SHIELD
FEMALE - SOLDER SIDE
LABEL
RED
BLACK
SHIELD
USE WHITE, GREEN OR CLEAR
NON-SHRINK TUBING ON DRAIN WIRE
USE SELF-LAMINATING WIRE LABELS
USE HEAT SHRINK COLLAR TUBING
RED
BLACK
BLACK (-)
RED (+)
SHIELD
1/2"
1/16"
USE CLEAR, WHITE OR
GREEN NON-SHRINK
TUBING ON DRAIN WIRE
1/2"
1/16"1/16"
1/2"
LABEL
LABEL
PAGING/HOUSE MIC PANEL SIDE - 5 PIN
SHIELD
TYPICAL STAR QUAD TO XLR WIRING
BLUE
WHITE
BLUE
WHITE
SHIELD
BLUE
WHITE
SHIELD
STAR
QUAD
STAR
QUAD
XLR
CONNECTOR
CONFIRM WIRE COLORS WITH
WIRE TYPE USED IN PROJECT
(2) 2-CONDUCTOR WIRES OR (1) 4-CONDUCTOR
WIRE MAY BE USED. COORDINATE WITH WIRE
TYPES USED IN PROJECT.
TYPICAL CABLE PREPARATION & NOTES
GENERAL BALANCED & UNBALANCED SCHEMATIC DIAGRAMS
RJ45 PINOUT TABLE
FIBER CABLE COLOR TABLE
TYPICAL RS-232 WIRING
1
2
3
4
5
11
12
10
9
8
7
6 13
14
15
16
17
18
19
22
21
20
1/4" TIP RING SLEEVE (TRS) CONNECTOR
1/4" TIP RING SLEEVE (TRS) CONNECTOR - SHIELD LIFTED
MALE PHONO (RCA) CONNECTOR
BNC CONNECTOR (TYPICAL 3 PIECE)
RJ45 PINOUT
PIN # TIA/EIA 568B TIA/EIA 568A
1 ORANGE / WHITE GREEN / WHITE
2 ORANGE GREEN
3 GREEN / WHITE ORANGE / WHITE
4 BLUE BLUE
5 BLUE/WHITE BLUE / WHITE
6 GREEN ORANGE
7 BROWN / WHITE BROWN / WHITE
8 BROWN BROWN
NOTE: TIA/EIA 568B SHALL BE USED UNLESS NOTED OTHERWISE
NOTES:
1. WIRE LABEL SHALL BE APPLIED TO CABLE WITH TEXT STARTING
CLOSEST TO CONNECTOR.
2. RCA AND 1/4" PHONE CONNECTORS SHALL BE CLAMPED ON
HEAT-SHRINK TUBING OVER CABLE JACKET.
3. SHIELD IS TIED AT BOTH ENDS FOR ALL MICROPHONE LINES.
4. SHIELD IS TIED AT BOTH ENDS FOR ALL INTERCOM SYSTEMS.
5. SHIELD IS LIFTED AT ONE END FOR ALL LINE LEVEL AUDIO LINES.
+
-
S
+
-
S
+
-
S
+
-
S
1 2
3
2 1
3
+ LEFT
- LEFT
S
- RIGHT
+ RIGHT
RX
TX
G
5
432
1
SOLDER SIDE
(FEMALE)
1 2
3
NL4 PANEL CONNECTORSOLDER SIDE
FIBER COLOR CODE
STRAND COLOR
1A BLUE
1B ORANGE
2A GREEN
2B BROWN
3A SLATE
3B WHITE
4A RED
4B BLACK
5A YELLOW
5B VIOLET
6A PINK
6B AQUA
SHIELDED CABLE
SHIELDED CABLE
SHIELDED CABLE
ACTIVE BALANCED OUTPUT
TO UNBALANCED INPUT
UNBALANCED OUTPUT TO
UNBALANCED INPUT
TRANSFORMER BALANCED OUTPUT
TO ACTIVE BALANCED INPUT
ACTIVE BALANCED OUTPUT TO
TRANSFORMER BALANCED INPUT
UNBALANCED OUTPUT TO
TRANSFORMER BALANCED INPUT
TRANSFORMER BALANCED
OUTPUT TO UNBALANCED INPUT
ACTIVE BALANCED OUTPUT
TO ACTIVE BALANCED INPUT
UNBALANCED OUTPUT
TO BALANCED INPUT
TRANSFORMER BALANCED OUTPUT
TO TRANSFORMER BALANCED INPUT
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
AUDIO TERMINATIONS
WIRING
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.0
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
LOBBY & SKATE RENTAL SIGNAL FLOW
LOBBY
VIDEO DISPLAY
VD/LOB-2
VIDEO DISPLAY
VD/LOB-1
HDMI
ER/LOB (NETWORK SWITCH)AV7.1d P
STP
ER/LOB (NETWORK SWITCH)AV7.1d
VIDoIP MEDIA DECODER
HDMI
ER/LOB (NETWORK SWITCH)AV7.1d P
STP
ER/LOB (NETWORK SWITCH)AV7.1d
VIDoIP MEDIA DECODER
HDMI
ER/LOB (NETWORK SWITCH)AV7.1d P
STP
ER/LOB (NETWORK SWITCH)AV7.1d
VIDoIP MEDIA DECODER
HDMI
ER/LOB (NETWORK SWITCH)AV7.1d P
STP
ER/LOB (NETWORK SWITCH)AV7.1d
VIDoIP MEDIA DECODER
HDMI
ER/LOB (NETWORK SWITCH)AV7.1d P
STP
ER/LOB (NETWORK SWITCH)AV7.1d
VIDoIP MEDIA DECODER
HDMI
ER/LOB (NETWORK SWITCH)AV7.1d P
STP
ER/LOB (NETWORK SWITCH)AV7.1d
VIDoIP MEDIA DECODER
VIDEO DISPLAY
VD/LOB-3
VIDEO DISPLAY
VD/LOB-5
VIDEO DISPLAY
VD/LOB-6
VIDEO DISPLAY
VD/LOB-4
STP (PoE)
STP (PoE)
STP (PoE) STP (PoE)
STP (PoE)
STP (PoE)
55" PORTRAIT DISPLAY
55" PORTRAIT DISPLAY
55" PORTRAIT DISPLAY
55" PORTRAIT DISPLAY
55" PORTRAIT DISPLAY
55" PORTRAIT DISPLAY
PREMIER LMVSP DISPLAY
MOUNT
PREMIER LMVSP DISPLAY
MOUNT
PREMIER LMVSP DISPLAY
MOUNT
PREMIER LMVSP DISPLAY
MOUNT
PREMIER LMVSP DISPLAY
MOUNT
PREMIER LMVSP DISPLAY
MOUNT
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI 1 (ARC)
HDMI 3
AUDIO AUDIO
RS232C RS232C
RJ45 (LAN)
AC POWER
USB 1 (1.0A)
HDMI 2
USB 2 (0.5A)
IR
SAMSUNG QB55B-N
HDMI 1 (ARC)
HDMI 3
AUDIO AUDIO
RS232C RS232C
RJ45 (LAN)
AC POWER
USB 1 (1.0A)
HDMI 2
USB 2 (0.5A)
IR
SAMSUNG QB55B-N
HDMI 1 (ARC)
HDMI 3
AUDIO AUDIO
RS232C RS232C
RJ45 (LAN)
AC POWER
USB 1 (1.0A)
HDMI 2
USB 2 (0.5A)
IR
SAMSUNG QB55B-N
HDMI 1 (ARC)
HDMI 3
AUDIO AUDIO
RS232C RS232C
RJ45 (LAN)
AC POWER
USB 1 (1.0A)
HDMI 2
USB 2 (0.5A)
IR
SAMSUNG QB55B-N
HDMI 1 (ARC)
HDMI 3
AUDIO AUDIO
RS232C RS232C
RJ45 (LAN)
AC POWER
USB 1 (1.0A)
HDMI 2
USB 2 (0.5A)
IR
SAMSUNG QB55B-N
HDMI 1 (ARC)
HDMI 3
AUDIO AUDIO
RS232C RS232C
RJ45 (LAN)
AC POWER
USB 1 (1.0A)
HDMI 2
USB 2 (0.5A)
IR
SAMSUNG QB55B-N
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
LOBBY / BREAKROOM
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.1a
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
CHECK-N RENTAL 107
BREAKROOM 109
VD/BR (VIDEO DISPLAY)
VD/RENT (VIDEO DISPLAY)
HDMI/BR (AV I/O BOX)
BP/BR (BUTTON PANEL)
CHIEF TILT WALL
MOUNT LTM1U
CUSTOM PANEL
HDMI HDMI
HDMI
CHECK-IN/RENTAL 107 SIGNAL FLOW
55" FLAT PANEL - LANDSCAPE
HDMI
STPER/LOB (NETWORK SWITCH)AV7.1d
P
STP
STP (PoE)
ER/LOB (NETWORK SWITCH)AV7.1c
ER/LOB (NETWORK SWITCH)AV7.1d
85" DISPLAYVIDoIP MEDIA DECODER
STP
ER/LOB (NETWORK SWITCH)AV7.1d
CHIEF TILT WALL
MOUNT XTM1U
BREAKROOM 109 SIGNAL FLOW
BUTTON PANEL
HDMIOFE CABLE TUNER HDMI 2.0
HDMI 2.0
.
HDMI 2.0
.
.
.
.
.
STEREO MINI
. .
RS232 OUT RS232 IN
USB 1
USB 2
LAN
AC 100-240V
.
.
.
.
SAMSUNG QB55R
HDMI 1
HDMI 2
D.PORT
AUD L/R IN
DVI-D
.
.
.
.
.
.
AUD L/R OUT
. IR IN
RS232 OUT RS232 IN
USB 1
USB 2
LAN
AC 120V
.
.
.
.
SAMSUNG QB85R
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
.
.
NET
COM
RELAY
.
.
.
IR
LAN (POE)
CRESTRON MPC3-102-B
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
LOBBY / BREAKROOM
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.1b
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
LOBBY & SKATE RENTAL SIGNAL FLOW
WALL MOUNT EQUIPMENT RACK
ER/LOB
STORAGE 104
VIDoIP CARD FRAME
STP
STP
STP
STP
STP
STP
STP
POWER SUPPLY
SIGNAGE PLAYER (SP/LOB-1)
P
STP HDMI
POWER SUPPLY
SIGNAGE PLAYER (SP/LOB-2)
P
STP HDMI
POWER SUPPLY
SIGNAGE PLAYER (SP/LOB-3)
P
STP HDMI
POWER SUPPLY
SIGNAGE PLAYER (SP/LOB-4)
P
STP HDMI
POWER SUPPLY
SIGNAGE PLAYER (SP/LOB-5)
P
STP HDMI
POWER SUPPLY
SIGNAGE PLAYER (SP/LOB-6)
P
STP HDMI
POWER SUPPLY
SIGNAGE PLAYER (SP/RENT)
P
STP HDMI
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
NETWORK SWITCH (SW/LOB-1)AV7.1d
UPS P AC 120V
USB
SERIAL
USB CONSOLESLOT 1SLOT 2SLOT 3SLOT 4SLOT 5SLOT 6SLOT 7SLOT 8CRESTRON DMF-CI-8
HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C HDMI 1
HDMI 2
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
HDMI
.
.
.
LAN 1
.
LAN 2
LAN 3 (SFP)
.
.
.
.
.
.
.
.DM-NVX-351C AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
AC
.
+
-
12VDC PSU
ETHERNET
USB
12V 1.5A
AUDIO
HDMI
GPIO
SERIAL IR
BRIGHTSIGN HD1025
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
LOBBY / BREAKROOM
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.1c
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
MERCYHEALTH ARENA
EQUIPMENT RACK
ER/MHA
AV CLOSET 210
BLUETOOTH INPUT
BT/MHA-1
BLUETOOTH INPUT
BT/MHA-2
NETWORK SWITCH (SW/MHA)AV7.2d
NETWORK SWITCH (SW/MHA)AV7.2d
STP
STP
BLUETOOTH INTERFACE
LINE LEVEL RX #1
STP STP
BLUETOOTH INTERFACE
LINE LEVEL RX #2
STP STP
ANTENNA
ALS/MHA
ANT
CUSTOM PANEL
ANTANT
LINELINE
ALS TRANSMITTER
CABLES & ACCESSORIES:
(45) LR-4200-072 DSP RF RECEIVER
(45) LA-401 UNIVERSAL EAR SPEAKER
(12) INTELLIGENT EAR PHONE/LANYARD
(45) RECHARGEABLE AA NiMH BATTERIES
(2) INTELLIGENT 12-UNIT CHARGING TRAY
WIRELESS MIC RECEIVER #1 AV7.2b LINE
WIRELESS MIC RECEIVER #2 AV7.2b LINE
WIRELESS MIC RECEIVER #3 AV7.2b LINE
WIRELESS MIC RECEIVER #4 AV7.2b LINE
WIRELESS MIC RECEIVER #5 AV7.2b LINE
WIRELESS MIC RECEIVER #6 AV7.2b LINE
LINE DSP/MHA
LINE
LINE LEVEL RX #1 LINE
LINE LEVEL RX #2 LINE
ALS TRANSMITTER PSU
UPS P
MERCYHEALTH ARENA CAPACITY 1,416
PART OF [NAME]
MIC 1
MIC 2
LINE 1
LINE 2
ICOM A
ICOM B
TOUCH PNL
AV I/O BOX
AV/MHA-2
CUSTOM PANEL
ICOM A
ICOM B
MIC 3
MIC 4
AV I/O BOX
AV/MHA-1
24VDC POWER SUPPLY
24VDC POWER SUPPLY
P
P
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
ICOM
ICOM
ICOM MAIN STATIONAV7.2d
ICOM MAIN STATIONAV7.2d
ICOM
ICOM
ICOM MAIN STATIONAV7.2d
ICOM MAIN STATIONAV7.2d
PAGING FEED FROM PHONE SYSTEM
DSP/MHA
LINE
DSP/MHA
UPS P
NETWORK SWITCH (SW/MHA)AV7.2dSTP
PORTABLE TOUCH SCREEN CONTROL PANEL
10.1" TOUCH SCREEN
PROVIDE SJO TYPE UMBILICAL CABLE 25' RJ-45
MIC
MIC
MIC
MIC
ALS ANTENNA
.
.
(LOOP IN) FORMAT A
(OUT) FORMAT A
RDL D-BT1A .
.
FORMAT A
VDC 24V
LINE OUT
FORMAT A
RDL TX-TPR1A
.
.
(LOOP IN) FORMAT A
(OUT) FORMAT A
RDL D-BT1A .
.
FORMAT A
VDC 24V
LINE OUT
FORMAT A
RDL TX-TPR1A
IN 2 L
IN 2 R
DC 15V
MIX L
.
ANT 50Ω
MIX R
IN 1 MIC/LINE
LISTEN LT-800-072-01
DC 15V
AC 120V
.
.
LISTEN LA-201
.
.
+24V
GROUND
RDL PS-24AS
.
.
+24V
GROUND
RDL PS-24AS
M/L 1
M/L 2
M/L 3
M/L 5
M/L 4
M/L 6
M/L 7
FLEX 1
M/L 1
M/L 3
M/L 4
M/L 5
M/L 2
M/L 6
M/L 7
FLEX 2
FLEX 3
FLEX 4
FLEX 5
FLEX 6
FLEX 8
FLEX 7
. .
PHONE HDMI
RS232
+12V DC IN
LAN A
LAN B
USB A1
USB A2
USB A3
USB A4
USB B
AC 120V
M/L 8 M/L 8
QSC CORE 110F V2
LAN (POE+).
. USB
CRESTRON TS-1070-x-S
ANT .
LISTEN LA-122
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MERCYHEALTH ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.2a
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ANTENNA
ANT/MHA-A
ANTENNA
ANT/MHA-B
ANTENNA DISTRO #1
EQUIPMENT RACK
ER/MHA
AV CLOSET 210
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT-50
ANT-50
WIRELESS MIC RECEIVER #1
STP NETWORK SWITCH (SW/MHA)AV7.2d
STP NETWORK SWITCH (SW/MHA)AV7.2d
STP NETWORK SWITCH (SW/MHA)AV7.2d
STP NETWORK SWITCH (SW/MHA)AV7.2d
STP NETWORK SWITCH (SW/MHA)AV7.2d
STP NETWORK SWITCH (SW/MHA)AV7.2d
WIRELESS SYSTEM CABLES & ACCESSORIES:
(6) SHURE SB900B RECHARGABLE BATTERIES
(1) SHURE SBC200-US/SBC200 CHARGER W/ PS45US POWER SUPPLY
(2) SHURE SBC200 CHARGER W/O POWER SUPPLY
(3) MX150 SHURE LAVALIER MICROPHONES
(3) BETA87A HANDHELD TRANSMITTER
(3) QLXD1 BODYPACK TRANSMITTER
MERCYHEALTH ARENA
LINE NET AUDIO IN #1AV7.2a
LINE NET AUDIO IN #1AV7.2a
LINE NET AUDIO IN #1AV7.2a
LINE NET AUDIO IN #1AV7.2a
LINE NET AUDIO IN #2AV7.2a
LINE NET AUDIO IN #2AV7.2a
ANT DIST PSU #2
ANT DIST PSU #1
UPS P
WIRELESS MIC ANTENNA
WIRELESS MIC ANTENNA
UPS P
ANTENNA DISTRO #2
WIRELESS MIC RECEIVER #2
WIRELESS MIC RECEIVER #3
WIRELESS MIC RECEIVER #4
WIRELESS MIC RECEIVER #5
WIRELESS MIC RECEIVER #6
ANT A
ANT B
.
.
.
.
.
.
RF 1A
DC 15V 1
RF 2A
RF 2B
RF 1B
DC 15V 2
RF 3A
DC 15V 3
RF 3B
.
RF 4A.
.
.
RF 4B
DC 15 4
.
DC 15V CASCADE B
CASCADE A
SHURE UA844+SWB
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
DC 15V
AC 120V
.
.
SHURE PS60
DC 15V
AC 120V
.
.
SHURE PS60
. RF
SHURE UA864US
. RF
SHURE UA864US
ANT A
ANT B
.
.
.
.
.
.
RF 1A
DC 15V 1
RF 2A
RF 2B
RF 1B
DC 15V 2
RF 3A
DC 15V 3
RF 3B
.
RF 4A.
.
.
RF 4B
DC 15 4
.
DC 15V CASCADE B
CASCADE A
SHURE UA844+SWB
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MERCYHEALTH ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.2b
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
JBL CONTROL 322CT (WHITE)
SPK/MHA-1SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-2
JBL CONTROL 322CT (WHITE)
SPK/MHA-3
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-4
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-5
JBL CONTROL 322CT (WHITE)
SPK/MHA-6
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-7
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-8
JBL CONTROL 322CT (WHITE)
SPK/MHA-9
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-10
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-11
JBL CONTROL 322CT (WHITE)
SPK/MHA-12
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-13
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MHA-14
JBL CONTROL 322CT (WHITE)
SPK/MHA-15
SPK12
SPK12
DANLEY SH50-I (WHITE)
SPK/MHA-32
DANLEY SH50-I (WHITE)
SPK/MHA-33
DANLEY SH50-I (WHITE)
SPK/MHA-34
DANLEY SH50-I (WHITE)
SPK/MHA-19
DANLEY SH50-I (WHITE)
SPK/MHA-20
DANLEY SH50-I (WHITE)
SPK/MHA-21
DANLEY SH50-I (WHITE)
SPK/MHA-22
DANLEY SH50-I (WHITE)
SPK/MHA-23
DANLEY SH50-I (WHITE)
SPK/MHA-24
DANLEY SH50-I (WHITE)
SPK/MHA-25
DANLEY SH50-I (WHITE)
SPK/MHA-26
DANLEY SH50-I (WHITE)
SPK/MHA-27
DANLEY SH50-I (WHITE)
SPK/MHA-28
DANLEY SH50-I (WHITE)
SPK/MHA-29
DANLEY SH50-I (WHITE)
SPK/MHA-30
DANLEY SH50-I (WHITE)
SPK/MHA-31
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
EQUIPMENT RACK
ER/MHA
AV CLOSET 210
AMPLIFIER #1 (8CH. 4k)
NETWORK SWITCH/MHA AV7.2d
NETWORK SWITCH/MHA AV7.2d
STP
STP
NETWORK SWITCH/MHA AV7.2d
NETWORK SWITCH/MHA AV7.2d
STP
STP
INSTALL EACH LOUDSPEAKER WITH A JBL MTC-300BB12
SPEAKER CABINET AND JBL MTC-300SG12 GRILLE
INSTALL EACH LOUDSPEAKER WITH APE RIGGING
HANGERS AS SHOWN ON AV4.2/2
MERCYHEALTH ARENA
AMPLIFIER #3 (8CH. 1250)
NETWORK SWITCH/MHA AV7.2d
NETWORK SWITCH/MHA AV7.2d
STP
STP
CONSTANT POWER P
CONSTANT POWER P
CONSTANT POWER P
MERCY HEALTH ARENA (MHA) -
OVERHEAD SPEAKERS
MERCY HEALTH ARENA (MHA) -
BLEACHER COVERAGE SPEAKERS
AMPLIFIER #2 (8CH. 1250)
JBL CONTROL 322CT (WHITE)
SPK/MHA-16
JBL CONTROL 322CT (WHITE)
SPK/MHA-17
JBL CONTROL 322CT (WHITE)
SPK/MHA-18
SPK12
SPK12
SPK12
FIRE ALARM CONTACT CLOSURE FOR SYSTEM MUTE
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
CH E(4/8Ω/70V)
CH F(4/8Ω/70V)
CH G(4/8Ω/70V)
CH H(4/8Ω/70V)
M/L 2
M/L 3
M/L 4
M/L 5
M/L 6
M/L 7
M/L 8
QSC CX-Q 4K8
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
CH E(4/8Ω/70V)
CH F(4/8Ω/70V)
CH G(4/8Ω/70V)
CH H(4/8Ω/70V)
M/L 2
M/L 3
M/L 4
M/L 5
M/L 6
M/L 7
M/L 8
QSC CX-Q 8K8
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
CH E(4/8Ω/70V)
CH F(4/8Ω/70V)
CH G(4/8Ω/70V)
CH H(4/8Ω/70V)
M/L 2
M/L 3
M/L 4
M/L 5
M/L 6
M/L 7
M/L 8
QSC CX-Q 8K8
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MERCYHEALTH ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.2c
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACK
ER/MHA
AV CLOSET 210
VD/SS (SPONSOR SUITE 202)
CUSTOM RACK PANEL
RP/MHA-CS
STP STP
STPWIRELESS MIC RECEIVER #1 AV7.2b
STPWIRELESS MIC RECEIVER #2 AV7.2b
STPWIRELESS MIC RECEIVER #3 AV7.2b
STPWIRELESS MIC RECEIVER #4 AV7.2b
STPWIRELESS MIC RECEIVER #5 AV7.2b
STPWIRELESS MIC RECEIVER #6 AV7.2b
STPAUDIO DSP LAN A AV7.2a
STPAMPLIFIER #1 AV7.2c
STPAMPLIFIER #2 AV7.2c
STPAMPLIFIER #3 AV7.2c
STP
STP
MERCYHEALTH ARENA AUD VLAN CTRL VLAN
UPS P
POWER PACK
UPS P
STPAUDIO DSP LAN B AV7.2a
SMFER/LOB (NETWORK SWITCH)AV7.1c
HDMI
STP
P
STP
ICOM MAIN STATION
ICOM
ICOM
ICOM
ICOM
AV/MHA-2AV7.2a
AV/MHA-2AV7.2a
AV/MHA-1AV7.2a
AV/MHA-1AV7.2a
P
10.1" TOUCH SCREEN
VIDoIP MEDIA DECODER
SFP ID
COM
55" FLAT PANEL - LANDSCAPE
PROVIDE NETGEAR AXM762 SINGLEMODE
SFP+ MODULES AS REQUIRED
CONTROL MASTER
USB TO ETHERNET
USBBUILDING LAN STP
INCLUDE USB - ETHERNET LICENSE
COORDINATE INTERFACE WITH OWNER'S LAN
SO THAT CRESTRON IPAD APP CAN CONTROL
THE SYSTEM VIA THE OWNER'S WI-FI NETWORK
BUTTON PANEL
STP (PoE)ER/LOB (NETWORK SWITCH)AV7.2a
NETWORK SWITCH 26+4
INCLUDE:
(4) CLEAR-COM RS-701 BELT-PACKS
(4) CLEARCOM CC-300 HEADSETS
(4) 25' XLR3 CABLES
STPAV/MHA-2 AV7.2a
DC 24V .
AC 120V .
CRESTRON PW-2420RU
HOT MIC/IFB
PANEL MIC
AUX
PRGM IN
AC 120V
CHAN A
CHAN B
CHAN A
CHAN B
ANNOUNCE
HEADSET
CHAN A
CHAN B
RELAY OUT
CLEAR-COM MS-702
LAN (POE+).
USB USB
CRESTRON TSW-1070-x-S
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI 1
HDMI 2
AUD L/R IN
DVI-D
.
.
.
.
.
AUD L/R OUT
. IR IN
RS232 OUT RS232 IN
USB 1
USB 2
LAN
AC 120V
.
.
.
.
SAMSUNG QB55R-B
IO 1
IO 2
IO 3
IO 5
IO 4
IO 6
IO 7
IO 8
COM 1
COM 3
IR 1
IR 2
COM 2
IR 3
IR 4
IR 6
IR 5
IR 7
USB
LAN
NET
IR 8
RLY 2
RLY 3
RLY 4
RLY 1
RLY 5
RLY 6
RLY 8
RLY 7
DC 24V
COMPUTER
CRESTRON CP4
LAN USB-B
PORTSMITH PSA1U1E
.
.
NET
COM
RELAY
.
.
.
IR
LAN (POE)
CRESTRON MPC3-102-B
8 10/100/1000 POE+
7 10/100/1000 POE+
6 10/100/1000 POE+
5 10/100/1000 POE+
4 10/100/1000 POE+
3 10/100/1000 POE+
2 10/100/1000 POE+
1 10/100/1000 POE+
27 1G/10G BASE-X SFP
PSU AC 120V
16 10/100/1000 POE+
15 10/100/1000 POE+
14 10/100/1000 POE+
13 10/100/1000 POE+
12 10/100/1000 POE+
11 10/100/1000 POE+
10 10/100/1000 POE+
9 10/100/1000 POE+
24 10/100/1000 POE+
23 10/100/1000 POE+
22 10/100/1000 POE+
21 10/100/1000 POE+
20 10/100/1000 POE+
19 10/100/1000 POE+
18 10/100/1000 POE+
17 10/100/1000 POE+
25 10/100/1000BASE-T
26 10/100/1000BASE-T
CONSOLE (USB-C)
STORAGE (USB)
CONSOLE (RJ45)
OOB (RJ45)
28 1G/10G BASE-X SFP
29 1G/10G BASE-X SFP
30 1G/10G BASE-X SFP
NETGEAR M4250-26G4XF-POE+
(GSM4230PX-100NAS)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MERCYHEALTH ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.2d
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACK
ER/MHA-1
AV CLOSET 210
POWER RACEWAY
MIDDLE ATLANTIC MPR-8A
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
MERCYHEALTH ARENA
NETWORK SWITCHP
CONTROL MASTERP
AMPLIFIER #1P
AMPLIFIER #2P
AMPLIFIER #3P
ANT DISTO #1 PSUP
ANT DISTO #2 PSUP
AUDIO DSPP
ALS PSUP
LINE LEVEL RX #1P
LINE LEVEL RX #2P
ER/MHA CIRCUIT #1
ER/MHA CIRCUIT #2
ER/MHA CIRCUIT #3
ER/MHA CIRCUIT #4
UPS 1500VA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
.
.
.
RS-232
.
USB
EPO
AC 120V
NON-CRIT 1
NON-CRIT 3
NON-CRIT 4
CRITICAL 5
NON-CRIT 2
CRITICAL 6
CRITICAL 7
RELAY OUT
EXPANSION SLOT
NETWORK
LAN .
LAN .
CRITICAL 8
MIDDLE ATLANTIC
UPS-OL1500R
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MERCYHEALTH ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.2e
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
MULTI-PURPOSE ARENA
ANTENNA
ALS/MHA
EQUIPMENT RACK
ER/MPA
AV CLOSET 167
ANT
CUSTOM PANEL
MIC 5
MIC 6
LINE 5
LINE 6
A.NET 5
A.NET 6
PART OF AV I/O BOX
AV/MPA-N
CUSTOM PANEL
MIC 3
MIC 4
LINE 3
LINE 4
A.NET 3
A.NET 4
PART OF AV I/O BOX
AV/MPA-S
CUSTOM PANEL
MIC 1
MIC 2
LINE 1
LINE 2
A.NET 1
A.NET 2
PART OF AV I/O BOX
AV/MPA-E
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
STP
STP
STP
STP
STP
STP
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCH AV7.3e
NETWORK SWITCH AV7.3e
CUSTOM PANEL
ANTANT
LINE
ALS TRANSMITTER
CABLES & ACCESSORIES:
(36) LR-4200-072 DSP RF RECEIVER
(36) LA-401 UNIVERSAL EAR SPEAKER
(9) INTELLIGENT EAR PHONE/LANYARD
(36) RECHARGEABLE AA NiMH BATTERIES
(2) INTELLIGENT 12-UNIT CHARGING TRAY
BLUETOOTH INPUT
BT/MPA
BLUETOOTH INTERFACE
LINE LEVEL RX
STP STP
SEE AV6.2 FOR
PANEL LAYOUTS
MULTI-PURPOSE ARENA CAPACITY 1,554
LINE DSP/MPA
LINE LEVEL RX
24VDC POWER SUPPLY
P
ALS TRANSMITTER PSU
UPS P
SEE AV6.2 FOR
PANEL LAYOUTS
SEE AV6.2 FOR
PANEL LAYOUTS
SEE AV6.2 FOR
PANEL LAYOUTS
LINE LINE
PART OF AV I/O BOX
AV/MPA-E
PART OF AV I/O BOX
AV/MPA-S
PART OF AV I/O BOX
AV/MPA-N
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
LINE LINE
STP
STP
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
MIC
MIC
LINE
LINE
AUDIO DSP
LINE
UPS P
NETWORK AUDIO INPUT
CUSTOM PANEL
MIC 7
MIC 8
LINE 7
LINE 8
A.NET 7
A.NET 8
PART OF AV I/O BOX
AV/MPA-N
MIC
MIC
LINE
LINE
STP
STP
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
SEE AV6.2 FOR
PANEL LAYOUTS
ALS ANTENNA
IN 2 L
IN 2 R
DC 15V
MIX L
.
ANT 50Ω
MIX R
IN 1 MIC/LINE
LISTEN LT-800-072-01
.
.
(LOOP IN) FORMAT A
(OUT) FORMAT A
RDL D-BT1A .
.
FORMAT A
VDC 24V
LINE OUT
FORMAT A
RDL TX-TPR1A
.
.
+24V
GROUND
RDL PS-24AS
DC 15V
AC 120V
.
.
LISTEN LA-201
M/L 1
M/L 2
M/L 3
M/L 5
M/L 4
M/L 6
M/L 7
FLEX 1
M/L 1
M/L 3
M/L 4
M/L 5
M/L 2
M/L 6
M/L 7
FLEX 2
FLEX 3
FLEX 4
FLEX 5
FLEX 6
FLEX 8
FLEX 7
. .
PHONE HDMI
RS232
+12V DC IN
LAN A
LAN B
USB A1
USB A2
USB A3
USB A4
USB B
AC 120V
M/L 8 M/L 8
QSC CORE 110F V2
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ANT .
LISTEN LA-122
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-PURPOSE ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.3a
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ANTENNA
ANT/MHA-A
ANTENNA
ANT/MHA-B
EQUIPMENT RACK
ER/MPA
AV CLOSET 167
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT-50
ANT-50
STP NETWORK SWITCHAV7.3e
STP NETWORK SWITCHAV7.3e
STP NETWORK SWITCHAV7.3e
STP NETWORK SWITCHAV7.3e
STP NETWORK SWITCHAV7.3e
STP NETWORK SWITCHAV7.3e
WIRELESS SYSTEM CABLES & ACCESSORIES:
(6) SHURE SB900B RECHARGABLE BATTERIES
(1) SHURE SBC200-US CHARGER W/ PS45US POWER SUPPLY
(2) SHURE SBC200 CHARGER W/O POWER SUPPLY
(3) SHURE QLXD1 BODYPACK TRANSMITTER
(3) MX150 SHURE LAVALIER MICROPHONES
(3) BET87A HANDHELD TRANSMITTER
MULTI-PURPOSE ARENA
WIRELESS MIC ANTENNA
WIRELESS MIC ANTENNA
NET AUDIO IN #1
LINE
LINE
LINE
LINE
LINE
LINE
LINE
LINE
NETWORK SWITCH AV7.3e
NET AUDIO IN #2
LINE
LINE
NETWORK SWITCH AV7.3e
ANT DIST PSU #2
UPS P
ANT DIST PSU #1
UPS P
ANTENNA DISTRO #1
ANTENNA DISTRO #2
WIRELESS MIC RECEIVER #1
WIRELESS MIC RECEIVER #2
WIRELESS MIC RECEIVER #3
WIRELESS MIC RECEIVER #4
WIRELESS MIC RECEIVER #5
WIRELESS MIC RECEIVER #6
STP (PoE)
STP (PoE)
. RF
SHURE UA864US
. RF
SHURE UA864US
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
DC 15V
AC 120V
.
.
SHURE PS60
DC 15V
AC 120V
.
.
SHURE PS60
ANT A
ANT B
.
.
.
.
.
.
RF 1A
DC 15V 1
RF 2A
RF 2B
RF 1B
DC 15V 2
RF 3A
DC 15V 3
RF 3B
.
RF 4A.
.
.
RF 4B
DC 15 4
.
DC 15V CASCADE B
CASCADE A
SHURE UA844+SWB
ANT A
ANT B
.
.
.
.
.
.
RF 1A
DC 15V 1
RF 2A
RF 2B
RF 1B
DC 15V 2
RF 3A
DC 15V 3
RF 3B
.
RF 4A.
.
.
RF 4B
DC 15 4
.
DC 15V CASCADE B
CASCADE A
SHURE UA844+SWB
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-PURPOSE ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.3b
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
JBL CONTROL 322CT (WHITE)
SPK/MPA-1
JBL CONTROL 322CT (WHITE)
SPK/MPA-2
JBL CONTROL 322CT (WHITE)
SPK/MPA-3
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MPA-4
JBL CONTROL 322CT (WHITE)
SPK/MPA-5
JBL CONTROL 322CT (WHITE)
SPK/MPA-6
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MPA-7
JBL CONTROL 322CT (WHITE)
SPK/MPA-8
JBL CONTROL 322CT (WHITE)
SPK/MPA-9
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MPA-10
JBL CONTROL 322CT (WHITE)
SPK/MPA-11
JBL CONTROL 322CT (WHITE)
SPK/MPA-12
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MPA-13
JBL CONTROL 322CT (WHITE)
SPK/MPA-14
JBL CONTROL 322CT (WHITE)
SPK/MPA-15
SPK12
SPK12
EAW MK5394 (WHITE)
SPK/MPA-22
EAW MK5394 (WHITE)
SPK/MPA-23
EAW MK5394 (WHITE)
SPK/MPA-24
EAW MK5394 (WHITE)
SPK/MPA-26
EAW MK5394 (WHITE)
SPK/MPA-27
EAW MK5394 (WHITE)
SPK/MPA-28
EAW MK5394 (WHITE)
SPK/MPA-29
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
SPK12
EQUIPMENT RACK
ER/MPA
AV CLOSET 167
SPK12
SPK12
SPK12
SPK12
SPK12
NETWORK SWITCH AV7.3e STP
NETWORK SWITCH AV7.3e STP
INSTALL EACH LOUDSPEAKER WITH A JBL MTC-300BB12
SPEAKER CABINET AND JBL MTC-300SG12 GRILLE
INSTALL EACH LOUDSPEAKER WITH AN
EAW MK2(5)000 U-BRACKET
MULTI-PURPOSE ARENA
CONSTANT POWER P
CONSTANT POWER P
MULTI-PURPOSE ARENA (MPA) -
OVERHEAD SPEAKERS
AMPLIFIER #1 (8CH. 4k)
AMPLIFIER #2 (8CH. 4k)
FIRE ALARM CONTACT CLOSURE FOR SYSTEM MUTE
PRJ/MPA-N AV7.3d LINE
PRJ/MPA-E AV7.3d LINE
JBL CONTROL 322CT (WHITE)
SPK/MPA-16
JBL CONTROL 322CT (WHITE)
SPK/MPA-17
JBL CONTROL 322CT (WHITE)
SPK/MPA-18
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MPA-19
JBL CONTROL 322CT (WHITE)
SPK/MPA-20
JBL CONTROL 322CT (WHITE)
SPK/MPA-21
SPK12
SPK12
SPK12
SPK12
SPK12
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
CH E(4/8Ω/70V)
CH F(4/8Ω/70V)
CH G(4/8Ω/70V)
CH H(4/8Ω/70V)
M/L 2
M/L 3
M/L 4
M/L 5
M/L 6
M/L 7
M/L 8
QSC CX-Q 4K8
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
CH E(4/8Ω/70V)
CH F(4/8Ω/70V)
CH G(4/8Ω/70V)
CH H(4/8Ω/70V)
M/L 2
M/L 3
M/L 4
M/L 5
M/L 6
M/L 7
M/L 8
QSC CX-Q 4K8
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-PURPOSE ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.3c
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
PRJ/MPA-E
PRJ/MPA-N
PANASONIC ET-D3LEW60
9.0-1.1:1 ZOOM LENS
PANASONIC ET-D3LEW60
9.0-1.1:1 ZOOM LENS
PG4AW CHIEF PROJECTOR CAGE
KITPF018024 CHIEF PROJECTOR MOUNT KIT
PG4AW CHIEF PROJECTOR CAGE
KITPF018024 CHIEF PROJECTOR MOUNT KIT
PART OF AV I/O BOX
AV/MPA-S
PART OF AV I/O BOX
AV/MPA-E
PART OF AV I/O BOX
AV/MPA-N
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.3a
SEE AV6.2 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET #
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.3a
SEE AV6.2 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET #
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.3a
SEE AV6.2 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET #
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCHAV7.3e
NETWORK SWITCH AV7.3e
PROJECTOR
HDMI
CTRL
PROJECTOR
HDMI
CTRL
CUSTOM PANEL
V.NET #
NETWORK SWITCH AV7.3e
CUSTOM PANEL
V.NET #
MEDIA ENCODER
SFP ID
MEDIA ENCODER
SFP ID
MEDIA ENCODER
SFP ID
MULTI-PURPOSE ARENA
VIDoIP MEDIA DECODER
SFP ID
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
VIDoIP MEDIA DECODER
SFP ID
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
P
P
LINE AMP/1AV7.3c
AUD-L/R-SUM
LINE
AUD-L/R-SUM
AMP/1AV7.3c
HDMI
REMOTE 2
REMOTE 1 REMOTE 1
RS-232C RS-232C
LAN
POWER
USB DIGILINK
SYNC IN SYNC OUT
SLOT 1
PANASONIC PT-RQ25KU
HDMI
REMOTE 2
REMOTE 1 REMOTE 1
RS-232C RS-232C
LAN
POWER
USB DIGILINK
SYNC IN SYNC OUT
SLOT 1
PANASONIC PT-RQ25KU
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
LINE L LINE (MONO)
LINE R
EXTRON ASA 141
LINE L LINE (MONO)
LINE R
EXTRON ASA 141
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MULTI-PURPOSE ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.3d
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACK
ER/MPA
AV CLOSET 167
CUSTOM RACK PANEL
RP/MPA-CS
AV/MPA-E (AUDIO NETWORK)AV7.3a
AV/MPA-S (AUDIO NETWORK)AV7.3a
AV/MPA-N (AUDIO NETWORK)AV7.3a STP
STP
STP
STPWIRELESS MIC RECEIVER #1 AV7.3b
STPWIRELESS MIC RECEIVER #2 AV7.3b
STPWIRELESS MIC RECEIVER #3 AV7.3b
STPWIRELESS MIC RECEIVER #4 AV7.3b
STPWIRELESS MIC RECEIVER #5 AV7.3b
STPWIRELESS MIC RECEIVER #6 AV7.3b
STPAUDIO DSP LAN A AV7.3a
STPAMPLIFIER #1 AV7.3c
STPAMPLIFIER #2 AV7.3c
STP
NET AUDIO IN #1 AV7.3b
NET AUDIO IN #2 AV7.3b
MULTI-PURPOSE ARENA
PROJECTION SCREEN
PROJECTION SCREEN
PROJECTION SCREEN
SCN/MPA-E
CTRL
CTRL
CTRL
CTRL
PROJECTION SCREEN
SCN/MPA-N
AV/MPA-N (VIDEO NETWORK)AV7.3d
AV/MPA-S (VIDEO NETWORK)AV7.3d
AV/MPA-E (VIDEO NETWORK)AV7.3d
STPAUDIO DSP LAN B AV7.3a
UPS P
POWER PACK
UPS/1500VA/MPA P
STP
STP
STP AUD VLAN VID / CTRL VLAN
SMFER/LOB (NETWORK SWITCH)AV7.1c
STP
HDMI TO OFE STREAMING EQUIPMENT
SCREEN SWITCH
SW/MPA-E
SCREEN SWITCH
SW/MPA-N
CTRL
CTRL
NETWORK SWITCH 40+8
10.1" TOUCH SCREEN
PROVIDE NETGEAR AXM762 SINGLEMODE
SFP+ MODULES AS REQUIRED
STP (PoE)
STP (PoE)
CONTROL MASTER
USB TO ETHERNET
USBBUILDING LAN STP
INCLUDE USB - ETHERNET LICENSE
COORDINATE INTERFACE WITH OWNER'S LAN
SO THAT CRESTRON IPAD APP CAN CONTROL
THE SYSTEM VIA THE OWNER'S WI-FI NETWORK
STP (PoE)
STP (PoE)PRJ/MPA-N AV7.3d
STP (PoE)PRJ/MPA-E AV7.3d
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)STP (PoE)
STP (PoE)
VIDoIP MEDIA DECODER
SFP ID
CTRL
CTRL UP
AC 120V
.
. DOWN
.
PROJECTION SCREEN
UP
AC 120V
.
. DOWN
.
PROJECTION SCREEN
DC 24V .
AC 120V .
CRESTRON PW-2420RU
UP
DOWN
.
AC
AC UP
.
.
AC DOWN
LVC
DA-LITE 40973
UP
DOWN
.
AC
AC UP
.
.
AC DOWN
LVC
DA-LITE 40973
8 10/100/1000 POE+
7 10/100/1000 POE+
6 10/100/1000 POE+
5 10/100/1000 POE+
4 10/100/1000 POE+
3 10/100/1000 POE+
2 10/100/1000 POE+
1 10/100/1000 POE+
45 1G/10G SFP+
PSU AC 120V
16 10/100/1000 POE+
15 10/100/1000 POE+
14 10/100/1000 POE+
13 10/100/1000 POE+
12 10/100/1000 POE+
11 10/100/1000 POE+
10 10/100/1000 POE+
9 10/100/1000 POE+
24 10/100/1000 POE+
23 10/100/1000 POE+
22 10/100/1000 POE+
21 10/100/1000 POE+
20 10/100/1000 POE+
19 10/100/1000 POE+
18 10/100/1000 POE+
17 10/100/1000 POE+
CONSOLE (USB-C)
STORAGE (USB)
CONSOLE (RJ45)
OOB (RJ45)
32 10/100/1000 POE+
31 10/100/1000 POE+
30 10/100/1000 POE+
29 10/100/1000 POE+
28 10/100/1000 POE+
27 10/100/1000 POE+
26 10/100/1000 POE+
25 10/100/1000 POE+
40 10/100/1000 POE+
39 10/100/1000 POE+
38 10/100/1000 POE+
37 10/100/1000 POE+
36 10/100/1000 POE+
35 10/100/1000 POE+
34 10/100/1000 POE+
33 10/100/1000 POE+
46 1G/10G SFP+
47 1G/10G SFP+
48 1G/10G SFP+
41 1G/10G SFP+
42 1G/10G SFP+
43 1G/10G SFP+
44 1G/10G SFP+
NETGEAR M4250-40G8XF-POE+
LAN (POE+).
USB USB
CRESTRON TSW-1070-x-S
IO 1
IO 2
IO 3
IO 5
IO 4
IO 6
IO 7
IO 8
COM 1
COM 3
IR 1
IR 2
COM 2
IR 3
IR 4
IR 6
IR 5
IR 7
USB
LAN
NET
IR 8
RLY 2
RLY 3
RLY 4
RLY 1
RLY 5
RLY 6
RLY 8
RLY 7
DC 24V
COMPUTER
CRESTRON CP4
LAN USB-B
PORTSMITH PSA1U1E
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MULTI-PURPOSE ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.3e
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACK
ER/MPA-1
AV CLOSET 167
POWER RACEWAY
MIDDLE ATLANTIC MPR-8A
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
MULTI-PURPOSE ARENA
NETWORK SWITCHP
CONTROL MASTERP
ANT DISTO PSU #1P
ANT DISTO PSU #2P
AUDIO DSPP
ALS PSUP
AMPLIFIER #1P
AMPLIFIER #2P
LINE LEVEL RXP
ER/MPA CIRCUIT #1
ER/MPA CIRCUIT #2
ER/MPA CIRCUIT #3
UPS 1500VA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
.
.
.
RS-232
.
USB
EPO
AC 120V
NON-CRIT 1
NON-CRIT 3
NON-CRIT 4
CRITICAL 5
NON-CRIT 2
CRITICAL 6
CRITICAL 7
RELAY OUT
EXPANSION SLOT
NETWORK
LAN .
LAN .
CRITICAL 8
MIDDLE ATLANTIC
UPS-OL1500R
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-PURPOSE ARENA
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.3f
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
MULTI-USE CONVENTION SPACE
AUDIO DSP DSP
AV I/O BOX
ALS/MUC-3
EQUIPMENT RACKS
ER/MUC-1 & ER/MUC-2
AV CLOSET 157
DSP NET AUDIO OUTPUT
STP
STP
NETWORK SWITCH AV7.4e
NETWORK SWITCH AV7.4e
STPNETWORK SWITCH AV7.4e
STPNETWORK SWITCH AV7.4e
STPNETWORK SWITCH AV7.4e
STPNETWORK SWITCH AV7.4e
STPNETWORK SWITCH AV7.4e
STPNETWORK SWITCH AV7.4e
MIC
MIC
LINE
LINE
CUSTOM PANEL
MIC 11
MIC 12
LINE 11
LINE 12
A.NET 11
A.NET 12
PART OF AV I/O BOX
AV/MUC-N
CUSTOM PANEL
MIC 9
MIC 10
LINE 9
LINE 10
A.NET 9
A.NET 10
PART OF AV I/O BOX
AV/MUC-W
CUSTOM PANEL
MIC 7
MIC 8
LINE 7
LINE 8
A.NET 7
A.NET 8
PART OF AV I/O BOX
AV/MUC-S3
CUSTOM PANEL
MIC 5
MIC 6
LINE 5
LINE 6
A.NET 5
A.NET 6
PART OF AV I/O BOX
AV/MUC-S2
CUSTOM PANEL
MIC 3
MIC 4
LINE 3
LINE 4
A.NET 3
A.NET 4
PART OF AV I/O BOX
AV/MUC-S1
CUSTOM PANEL
MIC 1
MIC 2
LINE 1
LINE 2
A.NET 1
A. NET 2
PART OF AV I/O BOX
AV/MUC-E
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
MIC
MIC
LINE
LINE
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP
NETWORK SWITCHAV7.4e
NETWORK SWITCHAV7.4e
NETWORK SWITCHAV7.4e
NETWORK SWITCHAV7.1c
NETWORK SWITCHAV7.4e
MIC
MIC
LINE
LINE
NETWORK SWITCHAV7.1c
ANT
CUSTOM PANEL
ANTANT
LINE
ALS TRANSMITTER (WEST)
CABLES & ACCESSORIES:
(36) LR-4200-072 DSP RF RECEIVER
(36) LA-401 UNIVERSAL EAR SPEAKER
(9) INTELLIGENT EAR PHONE/LANYARD
(36) RECHARGEABLE AA NiMH BATTERIES
(2) INTELLIGENT 12-UNIT CHARGING TRAY
SEE AV6.3 FOR
PANEL LAYOUTS
MULTI-USE CONVENTION SPACE CAPACITY 1,475
UPS P
QIO-PSU/1 MUC
UPS P
QIO-PSU/2 MUC
UPS P
ALS PSU (WEST)
UPS P
AV I/O BOX
ALS/MUC-2
ANT
CUSTOM PANEL
ANTANT
ALS TRANSMITTER (CENTER)
ALS PSU (CENTER)
UPS P
AV I/O BOX
ALS/MUC-1
ANT
CUSTOM PANEL
ANTANT
ALS TRANSMITTER (EAST)
ALS PSU EAST
UPS P
LINE
LINE
DSP NET AUDIO INPUT #1
DSP NET AUDIO INPUT #2
DSP NET AUDIO INPUT #3
DSP NET AUDIO INPUT #4
DSP NET AUDIO INPUT #5
TO NEXT DSP I/O POWER INPUTFROM DSP I/O POWER PORT OUT
FROM DSP I/O POWER PORT OUT
TO NEXT DSP I/O POWER INPUT
SEE AV6.3 FOR
PANEL LAYOUTS
SEE AV6.3 FOR
PANEL LAYOUTS
SEE AV6.3 FOR
PANEL LAYOUTS
SEE AV6.3 FOR
PANEL LAYOUTS
SEE AV6.3 FOR
PANEL LAYOUTS
STPNETWORK SWITCH AV7.4e
MIC
MIC
LINE
LINE
DSP NET AUDIO INPUT #6
TO NEXT DSP I/O POWER INPUTFROM DSP I/O POWER PORT OUT
TO NEXT DSP I/O POWER INPUT
TO NEXT DSP I/O POWER INPUTFROM DSP I/O POWER PORT OUT
FROM DSP I/O POWER PORT OUT
PART OF AV I/O BOX
AV/MUC-N
PART OF AV I/O BOX
AV/MUC-W
PART OF AV I/O BOX
AV/MUC-S3
PART OF AV I/O BOX
AV/MUC-S2
PART OF AV I/O BOX
AV/MUC-S1
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
PART OF AV I/O BOX
AV/MUC-E
SEE AV6.3 FOR
PANEL LAYOUTS
LINE LINE LINE LINE LINE
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
CUSTOM PANEL
TIE LINE 1
TIE LINE 1
TIE LINE 2
TIE LINE 2
LINE LINE LINE LINE LINE
ALS ANTENNA
ALS ANTENNA
ALS ANTENNA
. LAN A
LAN B
AC 120V
iDRAC
RS232
AUX LAN 2
AUX LAN 1
.
.
.
.
.
.
QSC CORE 610
LAN (POE)
24VDC IN
1
3
4
LAN (THRU)
2
24VDC OUT
QSC QIO-L4o
IN 2 L
IN 2 R
DC 15V
MIX L
.
ANT 50Ω
MIX R
IN 1 MIC/LINE
LISTEN LT-800-072-01
DC 24V
AC 120V .
POWER SUPPLY
DC 24V
AC 120V .
POWER SUPPLY
DC 15V
AC 120V
.
.
LISTEN LA-201
IN 2 L
IN 2 R
DC 15V
MIX L
.
ANT 50Ω
MIX R
IN 1 MIC/LINE
LISTEN LT-800-072-01
DC 15V
AC 120V
.
.
LISTEN LA-201
IN 2 L
IN 2 R
DC 15V
MIX L
.
ANT 50Ω
MIX R
IN 1 MIC/LINE
LISTEN LT-800-072-01
DC 15V
AC 120V
.
.
LISTEN LA-201
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ML/1
ML/2
ML/3
LAN (POE)
ML/4
24VDC IN
LAN (THRU)
24VDC OUT
QSC QIO-ML4i
ANT .
LISTEN LA-122
ANT .
LISTEN LA-122
ANT .
LISTEN LA-122
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENTION
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.4a
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACKS
ER/MUC-1 & ER/MUC-2
AV CLOSET 157
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
ANT
STP NETWORK SWITCHAV7.4e
STP NETWORK SWITCHAV7.4e
STP NETWORK SWITCHAV7.4e
STP NETWORK SWITCHAV7.4e
STP NETWORK SWITCHAV7.4e
STP NETWORK SWITCHAV7.4e
WIRELESS SYSTEM CABLES & ACCESSORIES:
(6) SHURE SB900B RECHARGABLE BATTERIES
(1) SHURE SBC200-US CHARGER W/ PS45US POWER SUPPLY
(2) SHURE SBC200 CHARGER W/O POWER SUPPLY
(3) MX150 SHURE LAVALIER MICROPHONES
(3) BET87A HANDHELD TRANSMITTER
MULTI-USE CONVENTION SPACE
ANT DIST PSU #2
UPS P
ANT DIST PSU #1
UPS P
ANTENNA
ANT/MUC-B1
MUC EAST WALL
WIRELESS MIC ANTENNA
WIRELESS MIC ANTENNA
ANT
ANT
ANTENNA
ANT/MUC-A1
ANTENNA
ANT/MUC-B2
WIRELESS MIC ANTENNA
WIRELESS MIC ANTENNA
ANT-50
ANTENNA
ANT/MUC-A2
ANTENNA
ANT/MUC-B3
WIRELESS MIC ANTENNA
WIRELESS MIC ANTENNA
ANTENNA
ANT/MUC-A3
MUC WEST WALL
ANTENNA DISTRO #1
ANTENNA DISTRO #2
WIRELESS MIC RECEIVER #1
WIRELESS MIC RECEIVER #2
WIRELESS MIC RECEIVER #3
WIRELESS MIC RECEIVER #4
WIRELESS MIC RECEIVER #5
WIRELESS MIC RECEIVER #6
ANTENNA COMBINER
ANT
ANT
ANT-50
ANT-50
ANT-50
LINE AMP/1AV7.4c
LINE AMP/1AV7.4c
LINE AMP/1AV7.4c
LINE AMP/1AV7.4c
LINE AMP/2AV7.4c
LINE AMP/2AV7.4c
DC 15V
AC 120V
.
.
SHURE PS60
DC 15V
AC 120V
.
.
SHURE PS60
. RF
SHURE UA864US
. RF
SHURE UA864US
. RF
SHURE UA864US
. RF
SHURE UA864US
. RF
SHURE UA864US
. RF
SHURE UA864US
ANT A
ANT B
.
.
.
.
.
.
RF 1A
DC 15V 1
RF 2A
RF 2B
RF 1B
DC 15V 2
RF 3A
DC 15V 3
RF 3B
.
RF 4A.
.
.
RF 4B
DC 15 4
.
DC 15V CASCADE B
CASCADE A
SHURE UA844+SWB
ANT A
ANT B
.
.
.
.
.
.
RF 1A
DC 15V 1
RF 2A
RF 2B
RF 1B
DC 15V 2
RF 3A
DC 15V 3
RF 3B
.
RF 4A.
.
.
RF 4B
DC 15 4
.
DC 15V CASCADE B
CASCADE A
SHURE UA844+SWB
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
ANT A
ANT B
DC 12V
XLR (MIC)
LAN
1/4"
SHURE QLXD4
A1
A2
.
.
.
.
.
.
OUT A
. AC 120V
A3
A4
B1
B2
B3
B4
OUT B
RF VENUE
4 ZONE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENTION
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.4b
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
JBL CONTROL 322CT (WHITE)
SPK/MUC-1SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-2
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-3
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-4
JBL CONTROL 322CT (WHITE)
SPK/MUC-5
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-6
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-7
JBL CONTROL 322CT (WHITE)
SPK/MUC-8
SPK12
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-9
JBL CONTROL 322CT (WHITE)
SPK/MUC-10
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-21SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-22
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-23
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-24
JBL CONTROL 322CT (WHITE)
SPK/MUC-25
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-26
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-27
JBL CONTROL 322CT (WHITE)
SPK/MUC-28
SPK12
SPK12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-29
JBL CONTROL 322CT (WHITE)
SPK/MUC-30
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-11SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-12
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-13
JBL CONTROL 322CT (WHITE)
SPK/MUC-14
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-15
JBL CONTROL 322CT (WHITE)
SPK/MUC-16
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-17
JBL CONTROL 322CT (WHITE)
SPK/MUC-18
SPK12
JBL CONTROL 322CT (WHITE)
SPK/MUC-19
JBL CONTROL 322CT (WHITE)
SPK/MUC-20
SPK12
SPK12
SPK12
SPK12
EQUIPMENT RACKS
ER/MUC-1 & ER/MUC-2
AV CLOSET 157
AMPLIFIER #2 (4CH. 2K)
NETWORK SWITCH AV7.4c STP
NETWORK SWITCH AV7.4c STP
NETWORK SWITCH AV7.4c STP
INSTALL EACH LOUDSPEAKER WITH A JBL MTC-300BB12
SPEAKER CABINET AND JBL MTC-300SG12 GRILLE
MULTI-USE CONVENTION SPACE
CONSTANT POWER P
CONSTANT POWER P
CONSTANT POWER P
MULTI-USE CONVENTION
SPACE(MUC) - OVERHEAD SPEAKERS
AMPLIFIER #1 (4CH. 2K)
AMPLIFIER #3 (4CH. 2K)
WIRELESS RECEIVER#1 AV7.4b LINE
WIRELESS RECEIVER#2 AV7.4b LINE
WIRELESS RECEIVER#3 AV7.4b LINE
WIRELESS RECEIVER#4 AV7.4b LINE
WIRELESS RECEIVER#5 AV7.4b LINE
WIRELESS RECEIVER#6 AV7.4b LINE
FIRE ALARM CONTACT CLOSURE FOR SYSTEM MUTE
PRJ/MUC-E AV7.4d LINE
PRJ/MUC-W AV7.4d LINE
PRJ/MUC-N AV7.4d LINE
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
M/L 2
M/L 3
M/L 4
QSC CX-Q 2K4
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
M/L 2
M/L 3
M/L 4
QSC CX-Q 2K4
M/L 1 CH A(4/8Ω/70V)
CH C(4/8Ω/70V)
CH D(4/8Ω/70V)
CH B(4/8Ω/70V)
GPIO
LAN A (Q-SYS)
LAN B (Q-SYS)
AC 120V
.
.
.
.
M/L 2
M/L 3
M/L 4
QSC CX-Q 2K4
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENTION
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.4c
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
PRJ/MUC-E
PRJ/MUC-N
PRJ/MUC-W
PANASONIC ET-D3LEW60
9.0-1.1:1 ZOOM LENS
PANASONIC ET-D3LEW60
9.0-1.1:1 ZOOM LENS
PG4AW CHIEF PROJECTOR CAGE
KITPF018024 CHIEF PROJECTOR MOUNT KIT
PG4AW CHIEF PROJECTOR CAGE
KITPF018024 CHIEF PROJECTOR MOUNT KIT
PG4AW CHIEF PROJECTOR CAGE
KITPF018024 CHIEF PROJECTOR MOUNT KIT
MULTI-USE CONVENTION SPACE
AV I/O BOX
AV/MUC-S1
AV I/O BOX
AV/MUC-S2
AV I/O BOX
AV/MUC-S3
AV I/O BOX
AV/MUC-W
AV I/O BOX
AV/MUC-N
AV I/O BOX
AV/MUC-E
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.4a
SEE AV6.3 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET 1
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.4a
SEE AV6.3 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET 6
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.4a
SEE AV6.3 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET 5
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.4a
SEE AV6.3 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET 4
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.4a
SEE AV6.3 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET 3
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
ADDITIONAL WALL
BOX CONNECTIONS
SHOWN ON AV7.4a
SEE AV6.3 FOR
PANEL LAYOUTS
CUSTOM PANEL
V.NET 2
MOUNT MEDIA ENCODER TO
AV I/O ENCLOSURE DOOR
NETWORK SWITCH (SW/MUC)AV7.4e
NETWORK SWITCH (SW/MUC)AV7.4e
ER/LOB (NETWORK SWITCH)AV7.1c
ER/LOB (NETWORK SWITCH)AV7.1c
NETWORK SWITCH (SW/MUC)AV7.4e
NETWORK SWITCH (SW/MUC)AV7.4e
PROJECTOR
HDMI
CTRL
PANASONIC ET-D3LEW60
9.0-1.1:1 ZOOM LENS
PROJECTOR
HDMI
CTRL
PROJECTOR
HDMI
CTRL
NETWORK SWITCH (SW/MUC)AV7.4e
CUSTOM PANEL
V.NET 7
NETWORK SWITCH (SW/MUC)AV7.4e
CUSTOM PANEL
V.NET 9
ER/LOB (NETWORK SWITCH)AV7.1c
CUSTOM PANEL
V.NET 8
MEDIA ENCODER
SFP ID
ROUTE AES67 NETWORK AUDIO TO DSP,
TYPICAL OF ALL MEDIA ENCODERS
MEDIA ENCODER
SFP ID
MEDIA ENCODER
SFP ID
MEDIA ENCODER
SFP ID
MEDIA ENCODER
SFP ID
MEDIA ENCODER
SFP ID
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
STP (PoE) STP (PoE)
VIDoIP MEDIA DECODER
SFP ID
VIDoIP MEDIA DECODER
SFP ID
VIDoIP MEDIA DECODER
SFP ID P
P
P
AUD-L/R-SUM
LINE
LINE
LINE AMP/3AV7.4c
AMP/3AV7.4c
AMP/3AV7.4c
AUD-L/R-SUM
AUD-L/R-SUM
CTRL
CTRL
KEY SWITCH
SHOW SWITCH RS232
CONTROL MASTER AV7.4e
PROJECTOR LIFT
HDMI
REMOTE 2
REMOTE 1 REMOTE 1
RS-232C RS-232C
LAN
POWER
USB DIGILINK
SYNC IN SYNC OUT
SLOT 1
PANASONIC PT-RQ25KU
HDMI
REMOTE 2
REMOTE 1 REMOTE 1
RS-232C RS-232C
LAN
POWER
USB DIGILINK
SYNC IN SYNC OUT
SLOT 1
PANASONIC PT-RQ25KU
HDMI
REMOTE 2
REMOTE 1 REMOTE 1
RS-232C RS-232C
LAN
POWER
USB DIGILINK
SYNC IN SYNC OUT
SLOT 1
PANASONIC PT-RQ25KU
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
AUD L
USB B (DEVICE)
AUD R
USB C
HDMI
.
.
IR 2
IR 1
LAN 2
24V DC .
COM
(PoE+) LAN 1
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
HDMI
USB A (HOST)
USB B (DEVICE)
USB C
HDMI
.
.
AUD L
AUD R
COM
IR 2
IR 1
LAN 1 (PoE+)
LAN 2
24V DC .
LAN 3
CRESTRON DM-NVX-360
LINE L LINE (MONO)
LINE R
EXTRON ASA 141
LINE L LINE (MONO)
LINE R
EXTRON ASA 141
LINE L LINE (MONO)
LINE R
EXTRON ASA 141
WALL
RS-485
AC 120V
.
.
AC TO PRJ
.
KEY
. RS-232
. LVT
DRAPER SLX24
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENTION
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.4d
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACKS
ER/MUC-1 & ER/MUC-2
AV CLOSET 157
CUSTOM RACK PANEL
RP/MUC-CS
STP
STP
STP
AUDIO DSP LAN A AV7.4a
AUDIO DSP LAN B AV7.4a
STPNET AUDIO IN #1 AV7.4e
STPNET AUDIO IN #2 AV7.4e
STPNET AUDIO IN #3 AV7.4e
STPNET AUDIO IN #4 AV7.4e
STPNET AUDIO OUT AV7.4e
STPNET AUDIO IN #5 AV7.4e
AV/MUC-E (AUDIO NETWORK)AV7.4a
AV/MUC-S1 (AUDIO NETWORK)AV7.4a
AV/MUC-S2 (AUDIO NETWORK)AV7.4a
AV/MUC-N (AUDIO NETWORK)AV7.4a
STP
STP
STP
STP
STPWIRELESS MIC RECEIVER #1 AV7.3b
STPWIRELESS MIC RECEIVER #2 AV7.3b
STPWIRELESS MIC RECEIVER #3 AV7.3b
STPWIRELESS MIC RECEIVER #4 AV7.3b
STPWIRELESS MIC RECEIVER #5 AV7.3b
STPWIRELESS MIC RECEIVER #6 AV7.3b
STPAMPLIFIER #1 AV7.4c
STPAMPLIFIER #2 AV7.4c
STPAMPLIFIER #3 AV7.4c
STPAMPLIFIER #4 AV7.4c
STP
STP
STP
MULTI-USE CONVENTION SPACE
PROJECTION SCREEN
PROJECTION SCREEN
PROJECTION SCREEN
PROJECTION SCREEN
SCN/MUC-E
CTRL
PROJECTION SCREEN
SCN/MUC-N
PROJECTION SCREEN
SCN/MUC-W
PRJ/MUC-E (VIDEO NETWORK)AV7.4d
PRJ/MUC-N (VIDEO NETWORK)AV7.4d AUD VLAN VID / CTRL VLAN
CTRL
CTRL
POWER PACK
UPS/1500VA/MPA P
UPS P
SMFER/LOB (NETWORK SWITCH)AV7.1c
AV/MUC-N (VIDEO NETWORK)AV7.4d
AV/MUC-E (VIDEO NETWORK)AV7.4d
AV/MUC-S1 (VIDEO NETWORK)AV7.4d
AV/MUC-S2 (VIDEO NETWORK)AV7.4d
STP
STP
STP
STP
CTRL
SCREEN SWITCH
SW/MUC-N
CTRL
SCREEN SWITCH
SW/MUC-E
CTRL
CTRL
10.1" TOUCH SCREEN
NETWORK SWITCH 40+8
PROVIDE NETGEAR AXM762 SINGLEMODE
SFP+ MODULES AS REQUIRED
COMBINE VLAN'S AS NEEDED IN ORDER
TO ROUTE NETWORK AUDIO FROM
MEDIA ENCODERS TO AUDIO DSP.
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
STP (PoE)
CONTROL MASTER
USB TO ETHERNET
USBBUILDING LAN STP
INCLUDE USB - ETHERNET LICENSE
COORDINATE INTERFACE WITH OWNER'S LAN
SO THAT CRESTRON IPAD APP CAN CONTROL
THE SYSTEM VIA THE OWNER'S WI-FI NETWORK
STPNET AUDIO IN #6 AV7.4e
STPNET AUDIO IN #7 AV7.4e
STPNET AUDIO IN #8 AV7.4e
CTRL PROJECTOR LIFTAV7.4d
LOW VOLTAGE SWITCH
CTRL
LOW VOLTAGE SWITCH
SCREEN SWITCH
SW/MUC-W
CTRL
LOW VOLTAGE SWITCH
UP
AC 120V
.
. DOWN
.
PROJECTION SCREEN
UP
AC 120V
.
. DOWN
.
PROJECTION SCREEN
UP
AC 120V
.
. DOWN
.
PROJECTION SCREEN
DC 24V .
AC 120V .
CRESTRON PW-2420RU
UP
DOWN
.
AC
AC UP
.
.
AC DOWN
LVC
DA-LITE 40973
UP
DOWN
.
AC
AC UP
.
.
AC DOWN
LVC
DA-LITE 40973
UP
DOWN
.
AC
AC UP
.
.
AC DOWN
LVC
DA-LITE 40973
LAN (POE+).
USB USB
CRESTRON TSW-1070-x-S
8 10/100/1000 POE+
7 10/100/1000 POE+
6 10/100/1000 POE+
5 10/100/1000 POE+
4 10/100/1000 POE+
3 10/100/1000 POE+
2 10/100/1000 POE+
1 10/100/1000 POE+
45 1G/10G SFP+
PSU AC 120V
16 10/100/1000 POE+
15 10/100/1000 POE+
14 10/100/1000 POE+
13 10/100/1000 POE+
12 10/100/1000 POE+
11 10/100/1000 POE+
10 10/100/1000 POE+
9 10/100/1000 POE+
24 10/100/1000 POE+
23 10/100/1000 POE+
22 10/100/1000 POE+
21 10/100/1000 POE+
20 10/100/1000 POE+
19 10/100/1000 POE+
18 10/100/1000 POE+
17 10/100/1000 POE+
CONSOLE (USB-C)
STORAGE (USB)
CONSOLE (RJ45)
OOB (RJ45)
32 10/100/1000 POE+
31 10/100/1000 POE+
30 10/100/1000 POE+
29 10/100/1000 POE+
28 10/100/1000 POE+
27 10/100/1000 POE+
26 10/100/1000 POE+
25 10/100/1000 POE+
40 10/100/1000 POE+
39 10/100/1000 POE+
38 10/100/1000 POE+
37 10/100/1000 POE+
36 10/100/1000 POE+
35 10/100/1000 POE+
34 10/100/1000 POE+
33 10/100/1000 POE+
46 1G/10G SFP+
47 1G/10G SFP+
48 1G/10G SFP+
41 1G/10G SFP+
42 1G/10G SFP+
43 1G/10G SFP+
44 1G/10G SFP+
NETGEAR M4250-40G8XF-POE+
IO 1
IO 2
IO 3
IO 5
IO 4
IO 6
IO 7
IO 8
COM 1
COM 3
IR 1
IR 2
COM 2
IR 3
IR 4
IR 6
IR 5
IR 7
USB
LAN
NET
IR 8
RLY 2
RLY 3
RLY 4
RLY 1
RLY 5
RLY 6
RLY 8
RLY 7
DC 24V
COMPUTER
CRESTRON CP4
LAN USB-B
PORTSMITH PSA1U1E
.
UP
DOWN
.
DALITE 40975
.
UP
DOWN
.
DALITE 40975
.
UP
DOWN
.
DALITE 40975
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENTION
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.4e
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
EQUIPMENT RACKS
ER/MUC-1
AV CLOSET 157
POWER RACEWAY - MIDDLE ATLANTIC MPR-8A
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
CONSTANT POWER (IG)
EQUIPMENT RACKS
ER/MUC-2
AV CLOSET 157
MULTI-USE CONVENTION SPACE
AUDIO DSP/MUCP
QIO PSU#1/MUCP
QIO PSU#2/MUCP
AMPLIFIER #1P
AMPLIFIER #3P
AMPLIFIER #4P
CM/MUCP
SW/MUCP
LINE LEVEL RXP
ALS PSU/MUC NP
ALS PSU/MUC CP
ALS PSU/MUC SP
CONTROLLED POWER DISTRO
ANT DIST PSU/MUC 1P
ANT DIST PSU/MUC 2P
ER/MUC CIRCUIT #1
ER/MUC CIRCUIT #2
ER/MUC CIRCUIT #3
POWER RACEWAY - MIDDLE ATLANTIC MPR-8A
ER/MUC CIRCUIT #4
ER/MUC CIRCUIT #5
ER/MUC CIRCUIT #6
AMPLIFIER #2P
UPS 1500VA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
AC (IG)
.
AC (IG)
AC (IG)
MIDDLE ATLANTIC M-20IGA
CONTROL
RLY STATUS
SURGE STAT
.
SW AC FRONT
.
.
AC 120V
AC 1
AC 3
AC 4
AC 5
AC 2
AC 6
UNSW AC 1
UNSW AC 2
MIDDLE ATLANTIC
PDC-915R-6
.
.
.
RS-232
.
USB
EPO
AC 120V
NON-CRIT 1
NON-CRIT 3
NON-CRIT 4
CRITICAL 5
NON-CRIT 2
CRITICAL 6
CRITICAL 7
RELAY OUT
EXPANSION SLOT
NETWORK
LAN .
LAN .
CRITICAL 8
MIDDLE ATLANTIC
UPS-OL1500R
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENTION
SCHEMATICS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV7.4f
10/13/2023
220025.00
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
3" = 1'-0"
AV POWER, DATA, & BOX
SCHEDULES
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV9.1
10/13/2023
220025.00
STANDARD BOX SCHEDULE WITH DESCRIPTIONS - FURNISHED BY ELECTRICAL CONTRACTOR
QUANTITY BOX TYPE ASSOCIATED BOX DESCRIPTION
6 WB-1 1-GANG MASONRY BOX
4 WB-2 2-GANG MASONRY BOX
1 WB-3 3-GANG MASONRY BOX
6 WB-4A 4" X 4" X 4" JUNCTION BOX - NO KNOCKOUTS
1 WB-6 6-GANG MASONRY BOX
93 WB-6A 6" X 6" X 4" JUNCTION BOX - NO KNOCKOUTS
17 WB-6B 6" X 6" X 6" JUNCTION BOX - NO KNOCKOUTS
1 WB-8A 8" X 8" X 4" JUNCTION BOX - NO KNOCKOUTS
2 WB-61 6" X 6" X 3-1/2" JUNCTION BOX W/ 1-GANG DEVICE COVER
1 WB-63 6" X 6" X 3-1/2" JUNCTION BOX W/ 3-GANG DEVICE COVER
11 WB-526 CHIEF PAC 526 W/ FLANGE
10 WB-X3 FSR WB-X3-GNG W/ FLUSH MOUNT COVER AND CABLE EXIT DOOR (WHITE)
SPECIALTY BOX SCHEDULE WITH DESCRIPTIONS - FURNISHED BY AV CONTRACTOR
QUANTITY BOX TYPE ASSOCIATED BOX DESCRIPTION
AV POWER REQUIREMENTS
DEVICE ID
POWER
TYPE
CIRCUIT
QTY
RECEPTACLE
TYPE
RECEPTACLE
QTY PER CCT LOCATION NOTES
HDMI/BR NTP 1 DUPLEX 1 ADJACENT
VD/BR NTP 1 DUPLEX 1 IN AV BOX
ER/LOB NTP 3 DUPLEX 1 ADJACENT
VD/LOB-1 NTP 1 DUPLEX 1 IN AV BOX
VD/LOB-2 NTP 1 DUPLEX 1 IN AV BOX
VD/LOB-3 NTP 1 DUPLEX 1 IN AV BOX
VD/LOB-4 NTP 1 DUPLEX 1 IN AV BOX
VD/LOB-5 NTP 1 DUPLEX 1 IN AV BOX
VD/LOB-6 NTP 1 DUPLEX 1 IN AV BOX
ER/MHA NTP 6 HARDWIRED 1 HARDWIRE DIRECTLY TO VERTICAL RACEWAY
PROVIDED BY AV CONTRACTOR WITHIN RACK.
COORDINATE TERMINATION WITH AV
CONTRACTOR
AV/MPA-E NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MPA-N NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MPA-S NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MPA-W NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
ER/MPA NTP 6 HARDWIRED 1 HARDWIRE DIRECTLY TO VERTICAL RACEWAY
PROVIDED BY AV CONTRACTOR WITHIN RACK.
COORDINATE TERMINATION WITH AV
CONTRACTOR
PRJ/MPA-E NTP 1 DUPLEX 1 ADJACENT
PRJ/MPA-N NTP 1 DUPLEX 1 ADJACENT
SCN/MPA-E NTP 1 HARDWIRED 0 IN AV BOX SEE AV4.9a/7 FOR POWER DETAIL
SCN/MPA-N NTP 1 HARDWIRED 0 IN AV BOX SEE AV4.9a/7 FOR POWER DETAIL
AV/MUC-E NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MUC-N NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MUC-S1 NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MUC-S2 NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MUC-S3 NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
AV/MUC-W NTP 1 DUPLEX 2 IN AV BOX REFER TO AV6.x FOR WALL BOX PANEL DETAILS
ER/MUC-1 NTP 6 HARDWIRED 1 HARDWIRE DIRECTLY TO VERTICAL RACEWAY
PROVIDED BY AV CONTRACTOR WITHIN RACK.
COORDINATE TERMINATION WITH AV
CONTRACTOR
PRJ/MUC-E NTP 1 DUPLEX 1 ADJACENT
PRJ/MUC-N NTP 1 DUPLEX 1 ADJACENT
PRJ/MUC-W NTP 1 DUPLEX 1 ADJACENT
SCN/MUC-E NTP 1 HARDWIRED 0 IN AV BOX SEE AV4.9a/7 FOR POWER DETAIL
SCN/MUC-N NTP 1 HARDWIRED 0 IN AV BOX SEE AV4.9a/7 FOR POWER DETAIL
SCN/MUC-W NTP 1 HARDWIRED 0 IN AV BOX SEE AV4.9a/7 FOR POWER DETAIL
VD/RENT NTP 1 DUPLEX 1 IN AV BOX
VD/SS NTP 1 DUPLEX 1 IN AV BOX
AV DATA DROP REQUIREMENTS
DEVICE ID QTY LOCATION NOTES
VD/BR 1 IN AV BOX
ER/LOB 8 LAND DATA AT EQUIPMENT RACK, COORDINATE
TERMINATION WITH AV CONTRACTOR
VD/LOB-1 2 IN AV BOX
VD/LOB-2 2 IN AV BOX
VD/LOB-3 2 IN AV BOX
VD/LOB-4 2 IN AV BOX
VD/LOB-5 2 IN AV BOX
VD/LOB-6 2 IN AV BOX
ER/MHA 2 LAND DATA AT EQUIPMENT RACK, COORDINATE
TERMINATION WITH AV CONTRACTOR
AV/MPA-E 1 IN AV BOX
AV/MPA-N 1 IN AV BOX
AV/MPA-S 1 IN AV BOX
AV/MPA-W 1 IN AV BOX
ER/MPA 2 LAND DATA AT EQUIPMENT RACK, COORDINATE
TERMINATION WITH AV CONTRACTOR
PRJ/MPA-E 1 ADJACENT
PRJ/MPA-N 1 ADJACENT
AV/MUC-E 1 IN AV BOX
AV/MUC-N 1 IN AV BOX
AV/MUC-S1 1 IN AV BOX
AV/MUC-S2 1 IN AV BOX
AV/MUC-S3 1 IN AV BOX
AV/MUC-W 1 IN AV BOX
ER/MUC-1 2 LAND DATA AT EQUIPMENT RACK, COORDINATE
TERMINATION WITH AV CONTRACTOR
PRJ/MUC-E 1 ADJACENT
PRJ/MUC-N 1 ADJACENT
PRJ/MUC-W 1 ADJACENT
VD/RENT 2 IN AV BOX
VD/SS 2 IN AV BOX
NO SPECIALTY BOXES INCLUDED ON THIS PROJECT
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
GROUP CABLING TYPE
A MICROPHONE LEVEL
B LINE LEVEL
C SPEAKER LEVEL (INCLUDES BOTH LOW & HIGH IMPEDANCE TYPES)
D CONTROL & DATA
E VIDEO
F FIBER OPTIC
G HEARING LOOP
R RF
AV CABLES ARE DIVIDED INTO GROUPS BY SIGNAL LEVEL. CABLES FROM
DIFFERENT GROUPS MAY NOT BE COMBINED TOGETHER IN THE SAME
CONDUIT, UNLESS INDICATED ON DRAWINGS.SEPARATION OF METALLIC CONDUIT FOR AV CABLING
GROUP A B C D E F G R
A ADJACENT 6" 12" 12" 12" ADJACENT 24" 12"
B - ADJACENT 6" 6" 6" ADJACENT 24" 6"
C - - ADJACENT 6" 6" ADJACENT 12" 6"
D - - - ADJACENT 6" ADJACENT 24" 6"
E - - - - ADJACENT ADJACENT 24" 6"
F - - - - - ADJACENT ADJACENT ADJACENT
G - - - - - - ADJACENT 12"
R - - - - - - - ADJACENT
POWER < 60A 24" 24" 24" 24" 24" ADJACENT 24" 24"
POWER < 120A 48" 48" 48" 48" 48" ADJACENT 48" 48"
POWER > 120A 64" 64" 64" 64" 64" ADJACENT 64" 64"
TO MINIMIZE NOISE AND INTERFERENCE WITHIN AV SYSTEMS, PATHS THROUGH THE
BUILDING FOR AV WIRE, CABLE, AND CONDUITS SHALL BE COORDINATED BY
REFERENCING THE TABLES TO THE RIGHT AGAINST THE GROUP DIVISIONS TABLE ABOVE.
DUE TO SENSITIVITY OF AUDIO-VIDEO SYSTEMS, HIGH-CURRENT DEMANDS OR LONG PARALLEL
CONDUIT RUNS MAY NECESSITATE LARGER SEPARATIONS BETWEEN CONDUITS.
SEPARATION OF NON-METALLIC CONDUIT & FREE AIR AV CABLING
GROUP A B C D E F G R
A ADJACENT 12" 18" 18" 18" ADJACENT 36" 18"
B - ADJACENT 12" 12" 12" ADJACENT 36" 12"
C - - ADJACENT 12" 12" ADJACENT 18" 12"
D - - - ADJACENT 12" ADJACENT 36" 12"
E - - - - ADJACENT ADJACENT 36" 12"
F - - - - - ADJACENT ADJACENT ADJACENT
G - - - - - - ADJACENT 18"
R - - - - - - - ADJACENT
POWER < 60A 36" 36" 36" 36" 36" ADJACENT 36" 36"
POWER < 120A 72" 72" 72" 72" 72" ADJACENT 72" 72"
POWER > 120A 96" 96" 96" 96" 96" ADJACENT 96" 96"
CONDUITS AND CABLE TYPES FOR AV SYSTEMS MUST BE COORDINATED
TO PREVENT ELECTRICAL INTERFERENCE.
ALL WIRING AND CABLING FOR AV SYSTEMS MUST BE CONTAINED IN
CONTINUOUSLY GROUNDED FERROUS METALLIC CONDUITS, EXCEPT
WHERE NOTED.
PVC CONDUITS ARE NOT AN ACCEPTABLE SUBSTITUTION EXCEPT WHERE
USE OF PVC CONDUITS IS REQUIRED BY CODE. CONDUITS MUST BE SIZED,
SPACED, AND UTILIZED ACCORDING TO CONDUIT SIZING REQUIREMENTS,
ROUTING AND SEPARATION, AND GROUP DIVISIONS.
AV CABLING MAY NOT BE COMBINED IN RACEWAYS WITH WIRE AND
CABLING FOR OTHER TRADES.
SIZING OF CONDUIT TO BE BASED ON NEC (NATIONAL ELECTRICAL CODE) REQUIREMENTS.
MINIMUM CONDUIT SIZE FOR AV CABLING TO BE 3/4".
DETERMINATION OF CONDUIT SIZE FOR A PARTICULAR RUN OF AV CABLING SHALL BE
MADE AS FOLLOWS. SEE ADDITIONAL REQUIREMENTS ON THIS SHEET FOR
CIRCUMSTANCES WHERE CONDUITS SHALL BE UPSIZED.
NO. OF
CABLES
1
2
3+
1) SQUARE THE O.D. (OUTER DIAMETER) OF EACH CABLE AND TOTAL THE RESULTS (REFER
TO CABLE MANUFACTURER'S SPECIFICATIONS FOR O.D.)
2) MULTIPLY THE TOTAL FROM STEP 1 BY THE FACTOR LISTED IN THE CONDUIT FILL TABLE:
3) FIND THE PERMISSIBLE AREA OF THE CONDUIT TYPE USED THAT IS EQUAL TO OR
GREATER THAN TOTAL AREA CALCULATED IN STEP 2. REFERENCE CHAPTER 9 OF NEC FOR
PERMISSIBLE AREA OF VARIOUS CONDUIT TYPES AND SIZES.
% OF CONDUIT CROSS-SECTION
ALLOWED FOR CABLES
53
31
40
FACTOR
.5927
1.0134
.7854
POWER CONDUITS "A" CONDUITS
CONDUITS OF DIFFERENT SIGNAL TYPES
MAY CROSS PERPENDICULAR TO ONE
ANOTHER WITHOUT SEPARATION.
2'-0"
0'-6"
0'-6"
0'-6"
"A" CONDUITS
"B" CONDUITS
"C" CONDUITS
"D" CONDUITS
POWER CONDUITS, <60A
LOW-VOLTAGE CONDUITS OF DIFFERENT SIGNAL
LEVELS MUST BE PHYSICALLY SEPARATED FROM EACH
OTHER AT A MINIMUM OF CERTAIN DISTANCES.
EXAMPLE GROUPINGS AND SEPARATIONS SHOWN.
REFERENCE CONDUIT SEPARATIONS
TABLE ON THIS THIS SHEET FOR
COMPREHENSIVE CHART OF SEPARATION
DISTANCES BETWEEN SIGNAL GROUPS.
TROUGHS MAY BE INSTALLED AS
A COMMON PULL BOX FOR
MULTIPLE SIGNAL TYPES.
"A" CONDUITS
"B" CONDUITS
"C" CONDUITS
"D" CONDUITS
METALLIC DIVIDERS MUST BE
INSTALLED BETWEEN SIGNAL TYPES,
AND PATHWAYS FOR EACH SIGNAL
TYPE MAY NOT CROSS OTHER SIGNAL
TYPES WITHIN BOX.
0'-6"
0'-6"
0'-6"
CONDUIT SEPARATIONS
MUST BE MAINTAINED
"A" CONDUITS
"B" CONDUITS
"C" CONDUITS
"D" CONDUITS
CONDUIT SEPARATIONS
MUST BE MAINTAINED0'-6"
0'-6"
0'-6"
MULTIPLE, ISOLATED BOXES MAY BE
INSTALLED AS PULL BOXES, EACH FOR
THEIR RESPECTIVE SIGNAL TYPES.
MAXIMUM 100'
BETWEEN PULL BOXES
90.00°
90.00°
MAXIMUM 180° CONDUIT BENDS
BETWEEN PULL BOXES
WHERE MEETING THESE REQUIREMENTS IS
EITHER NOT POSSIBLE OR PRACTICAL, INCREASE
CONDUIT SIZE TO REDUCE PULL TENSION
APPLIED TO CABLE DURING INSTALLATION.
CONDUIT RUNS GREATER THAN 50'
BETWEEN PULL BOXES MUST BE
INCREASED TO NEXT CONDUIT SIZE UP.
CONDUIT BENDS MUST ACCOMODATE MINIMUM
BEND RADII OF CABLES FOR THAT CONDUIT.
2'-0"
POWER CONDUITS MAY RUN
PERPENDICULAR TO LOW-
VOLTAGE CABLING
WITHOUT SEPARATION.
SEPARATION REQUIRED
WHERE POWER CONDUITS
RUN PARALLEL TO LOW-
VOLTAGE CABLING.
CABLE PATHWAY INTO A/V
EQUIPMENT RACK PROVIDED
AND INSTALLED BY ELECTRICAL
CONTRACTOR.
LOW-VOLTAGE A/V CABLING
JUNCTION BOX ABOVE RACK
FOR CONNECTING POWER TO
EQUIPMENT RACK. BOX
PROVIDED AND MOUNTED TO
RACK BY A/V CONTRACTOR.
POWER CONDUIT
A/V SYSTEMS EQUIPMENT RACK
MINIMUM HEIGHT BELOW CONDUIT
84" A.F.F. FOR ACCESSIBILITY COMPLIANCE
0'-6"
0'-6"
0'-6"
"A" CONDUITS
"B" CONDUITS
"C" CONDUITS
"D" CONDUITS
CONDUIT SEPARATION NOT REQUIRED AT
CONNECTION TO BOX WHERE MULTIPLE
SIGNAL TYPES TERMINATE
WHEN APPROACHING BOX WITH
MULTIPLE SIGNAL TYPES, CONDUIT
SEPARATIONS MUST BE MAINTAINED
UNTIL AS CLOSE TO BOX AS PRACTICAL.
45.00°
CONDUIT FOR LOW-
VOLTAGE AV CABLING
DROP-CEILING
STUD WALL
BUSHING
AV CABLING
EMT CONDUIT
ELECTRICAL CONTRACTOR SHALL
INSTALL BUSHINGS WHERE AV
CABLING PATHWAY TRANSITIONS
FROM EMT CONDUIT TO FREE AIR.
BUSHING
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
AV CONDUIT
SPECIFICATIONS &
DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV9.2
10/13/2023
220025.00
3 AV CONDUIT SIZING2NO SEPARATION FOR PERPENDICULAR CONDUITS
8 CONDUIT SEPARATION EXAMPLE
6 PULL TROUGH EXAMPLE5PULL BOX PER GROUP EXAMPLE
10 PULL BOX REQUIREMENTS 11 SEPARATION AT RACK EXAMPLE
4 SEPARATION AT COMMON BOX
7 CONDUIT STUB DETAIL
9 TRANSITIONING EMT CONDUIT TO FREE AIR
THIS SHEET CONTAINS GENERAL CONDUIT
REQUIREMENTS FOR AV IN THIS PROJECT.
ADDITIONAL CONDUIT RISERS AND DETAILS FOR
CONDUIT AND PATHWAY REQUIREMENTS ARE
PROVIDED ELSEWHERE IN THIS SHEET SET
1 AV CONDUIT REQUIREMENTS & GROUP SEPARATION
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
LOBBY CONDUIT RISER
BREAKROOM CONDUIT RISER
VD/BR
VD/LOB-1 VD/LOB-2 VD/LOB-3 VD/LOB-4 VD/LOB-5 VD/LOB-6
VD/RENT
MAIN LOBBY
BREAK ROOM
STORAGE 104
PART OF
ER/LOB
SKATE RENTAL
STORAGE 104
PART OF
ER/LOB
HDMI/BR
BP/BR
D: 1"D: 1 1/4"D: 1" D: 1"D: 1 1/4"D: 1"
D: 1"
E: 1 1/4"
D: 1"
D: 1"
SEE AV9.6 FOR
ADDITIONAL
STORAGE ROOM 104
CONDUIT
REQUIREMENTS.
SEE AV9.6 FOR
ADDITIONAL
STORAGE ROOM 104
CONDUIT
REQUIREMENTS.
D: 1-1/4"
D: 1-1/4"
ER/MPAAV9.5
ER/MHAAV9.4
TYPE: X"
TYPE:
X:
CABLE TAG LEGEND
SIGNAL TYPE (REFER TO SIGNAL GROUP SEPARATION SCHEDULES ON AV9.1)
CONDUIT SIZE (INCHES)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
LOBBY AV CONDUIT RISER
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV9.3
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
AV CONTRACTOR IS RESPONSIBLE FOR VERIFYING
CONDUIT PATHS AND SIZES PRIOR TO INSTALLATION.
CONDUIT NOTES
1 FINAL CONDUIT ROUTING & SIZING TO BE DETERMINED BY
INSTALLING CONTRACTOR.
2 REFER TO AV CONDUIT SPECIFICATIONS & DETAILS ON SHEET
AV910.
3 QUANTITIES INDICATED TO NOT INCLUDE SPARE RUNS.
4 DEVICE PLUG BOXES CANNOT BE USED FOR PULL BOXES OR
JUNCTION BOXES. CONDUIT ROUTING SHOWN BETWEEN THE PLUG
BOXES PRESUMES AN INTERMEDIARY PULL / JUNCTION BOX.
5 LIKE GROUPS CAN BE COMBINED AND THE SIZE OF THE CONDUIT
INCREASED TO MINIMIZE THE QUANTITY OF SAME RUNS.
6 THE INSTALLING CONTRACTOR SHALL FIELD COORDINATE THE
ACTUAL LAYOUT, GROUPING, AND SIZING WITH THE AV
CONTRACTOR AND SUBMIT A CONDUIT ROUTING PLAN AS PART OF
THE SUBMITTAL PROCESS FOR REVEIW AND APPROVAL.
7 CONDUIT SHOWN IS FOR AV SIGNAL CABLES ONLY. ADDITIONAL
CONDUIT WILL BE REQUIRED FOR POWER, BUILDING LAN, AND
OTHER SYSTEMS NOT IN THE AV CONTRACTOR'S SCOPE.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
MERCYHEALTH ARENA CONDUIT RISER
BT/MHA-1
SCORER'S BOOTH
ARENA
PRESS BOX
BT/MHA-2
ER/MHA
ALS/MHA
ANT/MHA-A
ANT/MHA-B
VD/SS
SPONSOR'S SUITE
SEATING/MEZZANINE LEVELSEATING/MEZZANINE LEVEL
SPK/MHA-26
(ABOVE)
SPK/MHA-30
(ABOVE)
SPK/MHA-25
(ABOVE)
SPK/MHA-29
(ABOVE)
SPK/MHA-24
(ABOVE)
SPK/MHA-28
(ABOVE)
SPK/MHA-23
(ABOVE)
SPK/MHA-27
(ABOVE)
SPK/MHA-19
(ABOVE)
SPK/MHA-31
(ABOVE)
SPK/MHA-20
(ABOVE)
SPK/MHA-32
(ABOVE)
SPK/MHA-21
(ABOVE)
SPK/MHA-33
(ABOVE)
SPK/MHA-22
(ABOVE)
SPK/MHA-34
(ABOVE)
SPK/MHA-1
(ABOVE)SPK/MHA-2
(ABOVE)
SPK/MHA-3
(ABOVE)
SPK/MHA-4
(ABOVE)
SPK/MHA-5
(ABOVE)
SPK/MHA-6
(ABOVE)
SPK/MHA-7
(ABOVE)
SPK/MHA-8
(ABOVE)
SPK/MHA-9
(ABOVE)
SPK/MHA-10
(ABOVE)
SPK/MHA-11
(ABOVE)
SPK/MHA-12
(ABOVE)
SPK/MHA-13
(ABOVE)
SPK/MHA-14
(ABOVE)
SPK/MHA-15
(ABOVE)
AV CLOSET
210
D: 1"
D: 1"
R: 1"
R: 1"
R: 1"
C: 1-1/4"
C: 1-1/4"
C: 1 1/4"C: 1"C: 1"
D: 1"
AV/MHA-2
AV/MHA-1
A: 1"
B: 1"
D: 1-1/4"
D: 1-1/4"
D: 1-1/4"
C: 1"C: 1"
C: 1"C: 1"
C: 1"
C: 1"
C: 1"C: 1" C: 1 1/4"
ER/LOBAV9.3
ER/MPAAV9.5
ER/MUCAV9.6
C: 1"C: 1" C: 1 1/4"
C: 1 1/2"
C: 1 1/4"
C: 1 1/4"
C: 1" C: 1"
C: 1"C: 1" C: 1 1/4"
C: 1"C: 1" C: 1 1/4"
C: 1 1/2"
C: 1 1/2"
C: 1 1/2"
A: 1"
B: 1"
SPK/MHA-16
(ABOVE)
SPK/MHA-17
(ABOVE)
SPK/MHA-18
(ABOVE)
C: 1"C: 1"
TYPE: X"
TYPE:
X:
CABLE TAG LEGEND
SIGNAL TYPE (REFER TO SIGNAL GROUP SEPARATION SCHEDULES ON AV9.1)
CONDUIT SIZE (INCHES)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MERCYHEALTH ARENA AV
CONDUIT RISER
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV9.4
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
AV CONTRACTOR IS RESPONSIBLE FOR VERIFYING
CONDUIT PATHS AND SIZES PRIOR TO INSTALLATION.
CONDUIT NOTES
1 FINAL CONDUIT ROUTING & SIZING TO BE DETERMINED BY
INSTALLING CONTRACTOR.
2 REFER TO AV CONDUIT SPECIFICATIONS & DETAILS ON SHEET
AV910.
3 QUANTITIES INDICATED TO NOT INCLUDE SPARE RUNS.
4 DEVICE PLUG BOXES CANNOT BE USED FOR PULL BOXES OR
JUNCTION BOXES. CONDUIT ROUTING SHOWN BETWEEN THE PLUG
BOXES PRESUMES AN INTERMEDIARY PULL / JUNCTION BOX.
5 LIKE GROUPS CAN BE COMBINED AND THE SIZE OF THE CONDUIT
INCREASED TO MINIMIZE THE QUANTITY OF SAME RUNS.
6 THE INSTALLING CONTRACTOR SHALL FIELD COORDINATE THE
ACTUAL LAYOUT, GROUPING, AND SIZING WITH THE AV
CONTRACTOR AND SUBMIT A CONDUIT ROUTING PLAN AS PART OF
THE SUBMITTAL PROCESS FOR REVEIW AND APPROVAL.
7 CONDUIT SHOWN IS FOR AV SIGNAL CABLES ONLY. ADDITIONAL
CONDUIT WILL BE REQUIRED FOR POWER, BUILDING LAN, AND
OTHER SYSTEMS NOT IN THE AV CONTRACTOR'S SCOPE.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
MULTI-PURPOSE ARENA CONDUIT RISER
ARENA
SPK/MPA-22
(ABOVE)
SPK/MPA-23
(ABOVE)
SPK/MPA-24
(ABOVE)
SPK/MPA-25
(ABOVE)
SPK/MPA-26
(ABOVE)
SPK/MPA-27
(ABOVE)
SPK/MPA-28
(ABOVE)
SPK/MPA-29
(ABOVE)
SPK/MPA-3
(ABOVE)
SPK/MPA-2
(ABOVE)
SPK/MPA-1
(ABOVE)
SPK/MPA-6
(ABOVE)
SPK/MPA-5
(ABOVE)
SPK/MPA-4
(ABOVE)
SPK/MPA-9
(ABOVE)
SPK/MPA-8
(ABOVE)
SPK/MPA-7
(ABOVE)
SPK/MPA-15
(ABOVE)
SPK/MPA-14
(ABOVE)
SPK/MPA-13
(ABOVE)
SPK/MPA-18
(ABOVE)
SPK/MPA-17
(ABOVE)
SPK/MPA-16
(ABOVE)
BT/MPA
ALS/MPA
ANT/MPA-B
ANT/MPA-A
ER/MPA
AV CLOSET 167 (B)
STRATEGICALLY LOCATE PULL BOXES AS NECESSARY
TO ACCOMODATE SPEAKER CABLING, TYPICAL
AV/MPA-S
AV/MPA-N
AV/MPA-E
R: 1"
R: 1"
R: 1"
B: 1"
A: 1"
D: 1-1/4"
D: 1"
B: 1"
A: 1"
D: 1-1/4"
A: 1"
B: 1"
D: 1-1/4"
C: 1"
C: 1-1/2"
C: 1"C: 1"
C: 1"C: 1"C: 1"
C: 1"
C: 1"C: 1"
C: 1"C: 1"C: 1"
C: 1"C: 1"C: 1"
C: 1-1/2"
C: 1-1/2"
C: 1-1/4"
C: 1-1/4"
C: 1"
C: 1"
C: 1"
SCN/MPA-E
(ABOVE)
PRJ/MPA-E
(ABOVE)
D: 1"
D: 1"
SCN/MPA-N
D: 1"
PRJ/MPA-N
D: 1"
D: 1-1/4"
D: 1-1/4"
D: 1-1/4"
B: 1"
B: 1"
B: 1"
ER/LOBAV9.3
ER/MHAAV9.4
ER/MUCAV9.6
AV/MPA-S
B: 1"
A: 1"
D: 1-1/4"
B: 1"
SW/MPA-E
D: 1"
SPK/MPA-21
(ABOVE)
SPK/MPA-20
(ABOVE)
SPK/MPA-19
(ABOVE)
C: 1"C: 1"C: 1"
SPK/MPA-12
(ABOVE)
SPK/MPA-11
(ABOVE)
SPK/MPA-10
(ABOVE)
C: 1"C: 1"C: 1"
TYPE: X"
TYPE:
X:
CABLE TAG LEGEND
SIGNAL TYPE (REFER TO SIGNAL GROUP SEPARATION SCHEDULES ON AV9.1)
CONDUIT SIZE (INCHES)
HATCHING INDICATES EQUIPMENT REQUIRED FOR
THE MULTI-PURPOSE ARENA VIDEO ADD ALTERNATE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
As indicated
MULTI-PURPOSE ARENA
AV CONDUIT RISER
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV9.5
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
AV CONTRACTOR IS RESPONSIBLE FOR VERIFYING
CONDUIT PATHS AND SIZES PRIOR TO INSTALLATION.
CONDUIT NOTES
1 FINAL CONDUIT ROUTING & SIZING TO BE DETERMINED BY
INSTALLING CONTRACTOR.
2 REFER TO AV CONDUIT SPECIFICATIONS & DETAILS ON SHEET
AV910.
3 QUANTITIES INDICATED TO NOT INCLUDE SPARE RUNS.
4 DEVICE PLUG BOXES CANNOT BE USED FOR PULL BOXES OR
JUNCTION BOXES. CONDUIT ROUTING SHOWN BETWEEN THE PLUG
BOXES PRESUMES AN INTERMEDIARY PULL / JUNCTION BOX.
5 LIKE GROUPS CAN BE COMBINED AND THE SIZE OF THE CONDUIT
INCREASED TO MINIMIZE THE QUANTITY OF SAME RUNS.
6 THE INSTALLING CONTRACTOR SHALL FIELD COORDINATE THE
ACTUAL LAYOUT, GROUPING, AND SIZING WITH THE AV
CONTRACTOR AND SUBMIT A CONDUIT ROUTING PLAN AS PART OF
THE SUBMITTAL PROCESS FOR REVEIW AND APPROVAL.
7 CONDUIT SHOWN IS FOR AV SIGNAL CABLES ONLY. ADDITIONAL
CONDUIT WILL BE REQUIRED FOR POWER, BUILDING LAN, AND
OTHER SYSTEMS NOT IN THE AV CONTRACTOR'S SCOPE.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
MULTI-USE CONVENTION SPACE CONDUIT RISER
CONVENTION SPACE
SPK/MUC-3
(ABOVE)
SPK/MUC-4
(ABOVE)
SPK/MUC-5
(ABOVE)
SPK/MUC-9
(ABOVE)
SPK/MUC-1
(ABOVE)
SPK/MUC-6
(ABOVE)
SPK/MUC-7
(ABOVE)
SPK/MUC-8
(ABOVE)
SPK/MUC-10
(ABOVE)
SPK/MUC-2
(ABOVE)
SPK/MUC-13
(ABOVE)
SPK/MUC-15
(ABOVE)
SPK/MUC-17
(ABOVE)
SPK/MUC-19
(ABOVE)SPK/MUC-11
(ABOVE)
SPK/MUC-14
(ABOVE)
SPK/MUC-16
(ABOVE)
SPK/MUC-18
(ABOVE)
SPK/MUC-20
(ABOVE)SPK/MUC-12
(ABOVE)
SPK/MUC-23
(ABOVE)
SPK/MUC-24
(ABOVE)
SPK/MUC-25
(ABOVE)
SPK/MUC-29
(ABOVE)
SPK/MUC-21
(ABOVE)
SPK/MUC-26
(ABOVE)
SPK/MUC-27
(ABOVE)
SPK/MUC-28
(ABOVE)
SPK/MUC-30
(ABOVE)
SPK/MUC-22
(ABOVE)
SW/MUC-E
PRJ/MUC-E
(ABOVE)
PRJ/MUC-N
(ABOVE)
SCN/MUC-N
(ABOVE)
PRJ/MUC-W
(ABOVE)
SCN/MUC-W
(ABOVE)
AV/MUC-N
AV/MUC-EANT/MUC-B1ALS/MUC-1ANT/MUC-A1
AV/MUC-S1
AV/MUC-S2
AV/MUC-S3
AV/MUC-W
ER/MUC-1
& ER/MUC-2
AV CLOSET 157 (A)
C: 1-1/4"
C: 1" C: 1"
C: 1" C: 1"
C: 1-1/4"
C: 1"
C: 1-1/4"
C: 1" C: 1"
C: 1" C: 1"
STORAGE 104
PART OF
ER/LOB
D: 1"
D: 1"
D: 1"
A: 1"
B: 1"
D: 1"
D: 1"
A: 1"
B: 1"
D: 1-1/4"
A: 1"
B: 1"
D: 1-1/4"
A: 1"
B: 1"
D: 1-1/4"
R: 1"
D: 1"
D: 1"
SEE AV9.3 FOR
ADDITIONAL
STORAGE ROOM 104
CONDUIT
REQUIREMENTS.
SCN/MUC-E
(ABOVE)
D: 1"
ANT/MUC-B3ALS/MUC-3ANT/MUC-A3
ANT/MUC-B2
ALS/MUC-2
ANT/MUC-A2
SW/MUC-W
SW/MUC-N
D: 1"
A: 1"
B: 1"
D: 1-1/4"
D: 1"
D: 1"
D: 1 1/4"
B: 1"
B: 1"
B: 1"
B: 1"
ER/MHA AV9.4
D: 1-1/4"
ER/MPA AV9.5
D: 1-1/4"
R: 1 1/4"
R: 1 1/4"
R: 1 1/4"
R: 1 1/4"
R: 1 1/4" R: 1 1/4"
C: 1-1/4"
C: 1-1/4"
C: 1"
C: 1-1/4"C: 1"
C: 1-1/4" C: 1-1/4"
C: 1"
C: 1"
D: 1"
C: 1-1/4"
C: 1"
C: 1-1/4"
C: 1-1/4"
R: 1"
R: 1"
D: 1"
C: 1-1/4"
D: 1 1/4"
C: 1-1/4"
A: 1"
B: 1"
C: 1-1/4"
D: 1"
TYPE: X"
TYPE:
X:
CABLE TAG LEGEND
SIGNAL TYPE (REFER TO SIGNAL GROUP SEPARATION SCHEDULES ON AV9.1)
CONDUIT SIZE (INCHES)
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
12" = 1'-0"
MULTI-USE CONVENSTION
SPACE AV CONDUIT RISER
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
PLAN REVIEW
RESUBMITTAL
AV9.6
10/13/2023
220025.00
GENERAL SHEET NOTES
1 REFERENCE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
INFORMATION ON DEVICE LOCATION.
2 COORDINATE ALL AV DEVICE
LOCATIONS & MOUNTING HEIGHTS WITH
ARCHITECT AND / OR OWNER &
FURNITURE LAYOUT PRIOR TO
ROUGH-IN.
3 AV FLOOR, WALL, & CEILING BOXES ARE
SHARED BETWEEN AV, ELECTRICAL, &
DATA. TRADES SHALL COORDINATE TO
CONFIRM CONDUIT LANDS IN
APPROPRIATE LOCATIONS IN AV BOXES.
4 REFER TO ARCHITECTURAL DRAWINGS
FOR CEILING AND WALL TYPES. ALL
JUNCTION BOXES AND STUBS ABOVE
CEILING SHALL BE INSTALLED IN
ACCESSIBLE LOCATIONS.
AV CONTRACTOR IS RESPONSIBLE FOR VERIFYING
CONDUIT PATHS AND SIZES PRIOR TO INSTALLATION.
CONDUIT NOTES
1 FINAL CONDUIT ROUTING & SIZING TO BE DETERMINED BY
INSTALLING CONTRACTOR.
2 REFER TO AV CONDUIT SPECIFICATIONS & DETAILS ON SHEET
AV910.
3 QUANTITIES INDICATED TO NOT INCLUDE SPARE RUNS.
4 DEVICE PLUG BOXES CANNOT BE USED FOR PULL BOXES OR
JUNCTION BOXES. CONDUIT ROUTING SHOWN BETWEEN THE PLUG
BOXES PRESUMES AN INTERMEDIARY PULL / JUNCTION BOX.
5 LIKE GROUPS CAN BE COMBINED AND THE SIZE OF THE CONDUIT
INCREASED TO MINIMIZE THE QUANTITY OF SAME RUNS.
6 THE INSTALLING CONTRACTOR SHALL FIELD COORDINATE THE
ACTUAL LAYOUT, GROUPING, AND SIZING WITH THE AV
CONTRACTOR AND SUBMIT A CONDUIT ROUTING PLAN AS PART OF
THE SUBMITTAL PROCESS FOR REVEIW AND APPROVAL.
7 CONDUIT SHOWN IS FOR AV SIGNAL CABLES ONLY. ADDITIONAL
CONDUIT WILL BE REQUIRED FOR POWER, BUILDING LAN, AND
OTHER SYSTEMS NOT IN THE AV CONTRACTOR'S SCOPE.
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ABBREVIATIONS
ALT
AMP
APPROX
ARCH
BHP
BLDG
BTU
C
CFM
CO
CONN
CW
DEMO
DIA
DWG
DX
EA
ELEC
ELEV
EQUIP
EX
EXH
F
FD
FFE
FT
GAL
GPM
HDR
HDPE
HT
HR
HP
HVAC
HX
HZ
ID
ALTERNATE
AMPERE
APPROXIMATE
ARCHITECT / ARCHITECTURAL
BREAK HORSEPOWER
BUILDING
BRITISH THERMAL UNIT
CELSIUS
CUBIC FEET PER MINUTE
CLEANOUT
CONNECTION
COLD WATER
DEMOLITION
DIAMETER
DRAWING
DIRECT EXPANSION
EACH
ELECTRIC
ELEVATION
EQUIPMENT
EXISTING
EXHAUST EXPANSION
FAHRENHEIT
FLOOR DRAIN
FINISHED FLOOR ELEVATION
FOOT OR FEET
GALLONS
GALLONS PER MINUTE
HEADER
HIGH DENSITY POLYETHYLENE
HEIGHT
HOURS
HORSEPOWER
HEATING, VENTING, AIR CONDITIONING
HEAT EXCHANGER
HERTZ
INSIDE DIAMETER
INV
KW
KWH
LBS
LF
MAX
MBH
MCC
MIL
MIN
MECH
NA
NC
NO
NTS
OC
OD
PH
POLY
PSI
PVC
REBAR
REQ'D
RH
RM
RPM
SF
SPEC
SS
STD
TEMO
TP
TYP
V
VFD
W/
W/O
INVERT
KILOWATT
KILOWATT HOUR
POUNDS
LINEAR FEET
MAXIMUM
THOUSAND BTU'S/HOUR
MOTOR CONTROL CENTER
MIL
MINIMUM
MECHANICAL
NOT APPLICABLE
NORMALLY CLOSED
NORMALLY OPEN
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
PHASE (ELECTRIC)
POLYETHYLENE PIPE
POUNDS PER SQUARE INCH
POLYVINYL PIPE
REINFORCEMENT
REQUIRED
RELATIVE HUMIDITY
ROOM
REVOLUTIONS PER MINUTE
SQUARE FEET
SPECIFICATION
STAINLESS STEEL
STANDARD
TEMPERATURE
TEMPERATURE
TYPICAL
VOLTS
VARIABLE FREQUENCY DRIVE
WITH
WITHOUT
EQUIPMENT TAGS
P2
B
C
CP
CU
EH
EF
H
L
BOILER
COMPRESSOR
CHEMICAL FEED PUMP
CONDENSING UNIT
ELECTRIC UNIT HEATER
EXHAUST FAN
HEAT EXCHANGER
LOUVER
PUMP
PUMPER DRUM
SUMP PUMP
TANK
VESSEL
WATER HEATER
WATER SOFTNER
P
PU
SP
T
V
WH
WS
LINE LEGEND
WARM GLYCOL SUPPLY WGS
WARM GLYCOL RETURN (UNDERGROUND)WGR
COLD GLYCOL SUPPLY (UNDERGROUND) CGS
COLD GLYCOL RETURN CGR
WARM GLYCOL SUPPLY (UNDERGROUND)WGS
WARM GLYCOL RETURN WGR
COLD GLYCOL SUPPLY CGS
COLD GLYCOL RETURN (UNDERGROUND)CGR
SYMBOLS
PS
s
AV
FS
SAIR
SEPARATOR
(INLINE)
AUTOMATIC VENT
BALL VALVE
BUCKET TRAP
CHECK VALVE
FLOW ARROW
FLOW SWITCH
FLOAT SWITCH
PRESSURE SWITCH
REDUCER
RELIEF VALVE
SIGHT GLASS (IN-LINE)
SOLENOID VALVE
LONG RADIUS ELBOW
EQUIPMENT TAG
CONTROL SYSTEM NOTE
P-2
1
CONT. NOTE (SAME SHEET)
CONT. NOTE (SEPERATE SHEET)1
1
REVISION NOTE
FLANGE
FLEXIBLE CONNECTOR
T
PSD
GAS DETECTOR
GATE VALVE
GLOBE VALVE W/ SEAL CAP
GLOBE VALVE W/ SEAL
CAP,
ANGLE
PRESSURE GAGE AND COCK
PRESSURE REGULATING VALVE
STRAINER (REFRIGERANT)
STRAINER (BRINE/GLYCOL)
SUCTION DIFFUSER
THERMOMETER
THERMOSTAT, ELECTRIC
THREE-WAY VALVE
SHORT RADIUS ELBOW
UNION
WATER METER M
LEVEL EYE
LIQUID DRAINER
SIGHT GLASS (EXTERNAL)
1
FLOAT SWITCH (PILOT TYPE)
BUTTERFLY VALVE
EXPANSION VALVE, THERMOSTATIC
EXPANSION VALVE, AUTOMATIC
EXPANSION VALVE, HAND
FLOAT VALVE, HIGH SIDE
AIR LINE A
CHECK , SPRING VALVE S
NEEDLE VALVE
AIR VENT, MANUAL
MV
PITCH OF PIPE, RISE (R) DROP (D)R
THERMOMETER WELL, ONLY TWFLOAT VALVE, LOW SIDE
THERMAL BULB
BACK PRESSURE
REGULATING
VALVE
TTHERMOSTAT, SELF-CONTAINED
THERMOSTAT, REMOTE BULB T
FILTER AND DRIER
VIBRATION ABSORBER
OIL SEPARATOR
RUPTURE DISK
FLOW CONTROL VALVE
TDVTRIPLE DUTY VALVE
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
12" = 1'-0"
ICE RINK LEGEND AND
SYMBOLS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
R0.1
10-4-23
220025.00
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
1
R5.0
__________
2
R5.0
__________
2 3 4
6
5
5
6
6
234
6
5
5
6
6
CIRCUIT # 14CIRCUIT # 13CIRCUIT # 12CIRCUIT # 11CIRCUIT # 10CIRCUIT # 9CIRCUIT # 8CIRCUIT # 7CIRCUIT # 6CIRCUIT # 5CIRCUIT # 4CIRCUIT # 3CIRCUIT # 2CIRCUIT # 1CIRCUIT # 14CIRCUIT # 13CIRCUIT # 12CIRCUIT # 11CIRCUIT # 10CIRCUIT # 9CIRCUIT # 8CIRCUIT # 7CIRCUIT # 6CIRCUIT # 5CIRCUIT # 4CIRCUIT # 3CIRCUIT # 2CIRCUIT # 111
1111
11
1
1
1
1
12
1
R5.0
__________
2
R5.0
__________
3
R5.1
__________
2
R5.1
__________
4
R5.0
__________
3
R5.0
__________
1
R5.1
__________
4
R5.1
__________
MERCYHEALTH
ARENA
MULTIPURPOSE
ARENA
4
R5.0
__________
3
R5.0
__________
7
10
87
8
9
8
7
109
10
9
12
79
8
10
5
R5.1
__________
KEYNOTES:X
GENERAL NOTES:
1. FIELD VERIFY LENGTH OF EACH CIRCUIT PRIOR TO ORDERING
MATERIALS.
2. FIELD VERIFY ALL DIMENSIONS.
3. GENERAL CONTRACTOR TO PROVIDE BENCHMARK FOR NEW
RINK FLOOR AND PERIMETER CONCRETE.
4. PREPARE SUB-GRADE AS SPECIFIED PRIOR TO PLACEMENT OF
SUBFLOOR RINK PIPING.
5. PROVIDE ADDITIONAL SAND FOR SUB-GRADE AND RINK FLOOR
AS REQUIRED. REMOVE AND DISPOSE OF EXCESS SOIL OFF
SITE.
6. PIPING SHOWN IN SCHEMATIC FORM
7. PROVIDE PENETRATION SLEEVES OR CORE DRILLED OPENINGS
FOR ALL PIPE PENETRATIONS. COORDINATE EXACT LOCATION
OF PENETRATIONS THROUGH PRECAST PANELS WITH CM AND
PRECAST SUPPLIER.
1. 1" POLYETHYLENE TUBING @ 18" OC.
2. 3" POLYETHYLENE SUPPLY HEADER.
3. 3" POLYETHYLENE RETURN HEADER.
4. 3" POLYETHYLENE REVERSE RETURN HEADER.
5. ICE AND SUB-FLOOR TEMPERATURE SENSOR BOX & CONDUIT.
SEE DETAIL ICE-83. (TYP. OF 2 PER RINK)
6. 3/4" SCH. 80 PVC CONDUIT & CABLES BELOW FLOOR INSULATION
TO REFRIGERATION ROOM.
7. 3" BURIED POLYETHYLENE SUBFLOOR TRANSMISSION MAINS
TO/FROM MERCYHEALTH ARENA AND REFRIGERATION ROOM.
SEE TRENCH SECTIONS FOR PIPE LOCATION AND
CONFIGURATION.
8. 8" BURIED INSULATED POLYETHYLENE TRANSMISSION MAINS
TO/FROM MERCYHEALTH ARENA AND REFRIGERATION ROOM.
SEE R101 FOR CONTINUATION.
9. 3" BURIED POLYETHYLENE SUBFLOOR TRANSMISSION MAINS
TO/FROM MERCYHEALTH ARENA AND REFRIGERATION ROOM.
SEE TRENCH SECTIONS FOR PIPE LOCATION AND
CONFIGURATION.
10. 8" BURIED INSULATED POLYETHYLENE TRANSMISSION MAINS
TO/FROM MERCYHEALTH ARENA AND REFRIGERATION ROOM.
SEE R101 FOR CONTINUATION.
11. #4 REBAR (TYP.). TIE PIPE TO REBAR AT EACH CROSSING WITH
NYLON TIE (TYP.).
12. 3" UNDERGROUND INSULATED POLYETHYLENE SNOWMELT
TRANSMISSION MAINS TO/FROM REFRIGERATION ROOM. SEE
TRENCH SECTIONS FOR PIPE LOCATION AND CONFIGURATION.
13. 2 1/2" STAINLESS STEEL SNOWMELT COIL WITH LONG RADIUS
ELBOWS @7 1/2" O.C. PIPE SHALL BE MOUNTED TO 3" HIGH
STAINLESS STEEL PIPE SUPPORTS @ 24" O.C. MIN.
CIRCUIT #
1. 701'-9"
2. 863'-8"
3. 781'-5"
4. 786'-5"
5. 802'-2"
6. 802'-2"
7. 802'-4"
8. 802'-5"
9. 802'-6"
10. 802'-6"
11. 790'-7"
12. 786'-0"
13. 859'-7"
14. 724'-10"
LENGTH
12
13
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
As indicated
ICE RINK SUBFLOOR PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
R1.0
10-4-23
220025.003/32" = 1'-0"1 ICE RINK SUBFLOOR PLAN
SEE PLAN VIEW 2/R1.1
1/4" = 1'-0"2 SNOWMELT PIT
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
DN
HC
HC
HC
HC
HC
HC
DN
7 8 9
10
13
14
14
13
13
15
12
11
15
12
11
1717
16 16
789
10
13
14
14
13
13
15
12
11
15
12
11
123456123456
19
20
1819
18
21
1
R5.0
__________
1
R5.0
__________
2
R5.0
__________2
R5.0
__________
22
23
40' - 0" TYP.86' - 4" TO PERIMETER CONCRETE
85' - 0" TO FACE OF DASHERS
201' - 4" TO PERIMETER CONCRETE200' - 0" TO FACE OF DASHERS40' - 0" TYP.3' - 1"3' - 1"
23
3' - 1"3' - 1"
3
R5.1
__________
2
R5.1
__________
MERCYHEALTH
ARENA
MULTIPURPOSE
ARENA
1
R5.1
__________
4
R5.1
__________TO FACE OF DASHERS11' - 1"201' - 4" TO PERIMETER CONCRETE200' - 0" TO FACE OF DASHERS86' - 4" TO PERIMETER CONCRETE
85' - 0" TO FACE OF DASHERS 28'-8" TO PE R IM ETE R C O N C R ETE
R 28' - 0" TO FAC E O F D A SH ER S
4
R5.0
__________
3
R5.0
__________
4
R5.0
__________
3
R5.0
__________
18
19
2021
20
21
22
TO FACE OF DASHERS11' - 1"1921
18
20
100' - 0"
100' - 0"
102' - 0"
100' - 0"
102' - 0"
102' - 0"
100' - 0"
100' - 0"
102' - 10"
102' - 10"
100' - 0"
100' - 0"
100' - 0"
102' - 0"
17' - 3 3/8"
KEYNOTES:X
GENERAL NOTES:
1. FIELD VERIFY ALL DIMENSIONS.
2. PIPING SHOWN IN SCHEMATIC FORM.
3. PROVIDE PENETRATION SLEEVES OR CORE DRILLED OPENINGS
FOR ALL PIPE PENETRATIONS. COORDINATE EXACT LOCATION OF
PENETRATIONS THROUGH PRECAST PANELS WITH CM AND
PRECAST SUPPLIER.
4. PROVIDE EXTRUDED POLYSYRENE INSULATION BARRIER
BETWEEN ALL STORM, WATER AND SANITARY SEWER
CROSSINGS, 1 1/2" THICK, 4'-0"X8'-0" SHEETS, 25 PSI.
1. CONCRETE: 5" THICK
2. WIRE MESH: 6" X 6" X W2.1 X W2.1. 6" MINIMUM OVERLAP BETWEEN
SHEETS. TIE TO REBAR EVERY 24". TERMINATE 2" FROM RINK
EDGE.
3. RINK PIPING: 1" POLYETHYLENE PIPE @ 4" O.C. FUSION WELDED
CONNECTIONS.
4. REINFORCEMENT: #4 BARS @ 16" O.C. PARALLEL WITH RINK PIPING
AND 12" O.C. PERPENDICULAR WITH RINK PIPING. MINIMUM LAP OF
25".
5. PIPE AND REBAR SUPPORT CHAIRS @ 3'-0" O.C. THE ENTIRE
LENGTH OF THE RINK. CHAIR SPCING SHALL BE 2'-0" O.C. IF
MOTORIZED EQUIPMENT WILL BE DRIVEN ON RINK PIPING FOR
CONCRETE PLACEMENT OR SCREEDING. SUPPORT CHAIR
SECTIONS SHALL OVERLAP A MINIMUM OF TWO RINK PIPES. SEE
DETAIL ICE-74.
6. FLOOR INSULATION: TWO (2) LAYERS OF 1 1/2" THICK, 25 PSI, 4'-0" X
8'-0" SHEETS . STAGGER JOINTS. FINISHED INSULATION THICKNESS
SHALL BE 3". COVER INSULATION WITH VAPOR BARRIER AND TAPE
ALL HOLES AND JOINTS.
7. 8" POLYETHYLENE SUPPLY HEADER.
8. 8" POLYETHYLENE RETURN HEADER.
9. 8" POLYETHYLENE REVERSE RETURN HEADER.
10. SUB-FLOOR HEATING SYSTEM HEADERS. SEE SHEET R1.0.
11. EXPANSION JOINT AROUND ENTIRE PERIMETER OF RINK FLOOR.
SEE DETAIL ICE-81.
12. 1" POLYETHYLENE PERIMETER RINK PIPE AROUND ENTIRE
PERIMETER OF RINK FLOOR.
13. 3/4" SCH. 80 PVC CONDUIT & CABLES TO/FROM REFRIGERATION
ROOM.
14. ICE AND SUB-FLOOR TEMPERATURE SENSOR, BOX AND CONDUIT.
SEE DETAIL ICE-83. (TYP. OF 2 PER RINK)
15. DASHER BOARD SYSTEM ON RINK FLOOR. ICE RINK CONTRACTOR
TO COORDINATE WITH DASHER BOARD CONTRACTOR FOR
INSTALLATION OF PRECAST ANCHORS.
16. SEE DETAIL ICE-52.
17. SEE DETAIL ICE-76 AND ICE-162 @ RADII.
18. 8" BURIED INSULATED POLYETHYLENE TRANSMISSION MAINS
TO/FROM MERCYHEALTH ARENA AND REFRIGERATION ROOM.
19. 3" BURIED POLYETHYLENE SUBFLOOR TRANSMISSION MAINS
TO/FROM MERCYHEALTH AREANA AND REFRIGERATION ROOM. SEE
SHEET R1.0.
20. 8" BURIED INSULATED POLYETHYLENE TRANSMISSION MAINS
TO/FROM MULTIPURPOSE ARENA AND REFRIGERATION ROOM.
21. 3" BURIED POLYETHYLENE SUBFLOOR TRANSMISSION MAINS
TO/FROM MULTIPURPOSE AREANA AND REFRIGERATION ROOM.
SEE SHEET R1.0.
22. VOLLEYBALL POST INSERTS. SEE DETAIL ICE-204 (TYP. 8 FOR THE
MULTIPURPOSE ARENA). SEE ARCHETICURAL SHEET A8.2 FOR
LAYOUT. COORDINATE EXACT LOCATION AND PLACEMENT WITH
GENERAL CONTRACTOR. VERIFY NET ANCHOR WITH OWNER
BEFORE ORDERING.
23. GOAL POST INSERTS FOR THE MERCY HEALTH ARENA ONLY. SEE
DETAIL ICE-200 (TYP. OF 4).
3/32" = 1'-0"1 ICE RINK FLOOR PLAN
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
As indicated
ICE RINK FLOOR PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
R1.1
10-4-23
220025.00
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
5' - 5"
P7
P1
P2
P3
H1
H2 H3 H4
T5
V2 V3 V4
C1 C2 C3
H4
V5
1
9
9
13
11
19
20
9
10
133
22
65
4
4
5
6 6
2
13 3
13
14
6
8
12
22
9
13
15
21
CLEAR MIN.
3' - 6"
7
25
15
P5P6 P4
V1
V6
REFRIGERATION
VESTIBULE
965 SF
H1
1718
16
GENERAL NOTES:
1. VERIFY DIMENSIONS OF ALL CONCRETE EQUIPMENT PADS WITH EQUIPMENT
MANUFACTURERS. ALL CONCRETE EQUIPMENT PADS FOR ICE SYSTEM BY ICE
RINK CONTRACTOR.
2. PIPES SHOWN WITHOUT INSULATION AND VALVES FOR CLARITY.
3. COORDINATE LOCATION OF FLOOR DRAINS IN REFRIGERATION ROOM WITH
MECHANICAL.
4. ALL PIPE SHALL BE INSTALLED WITH A MINIMUM CLEARANCE OF 7'-6"
BETWEEN FLOOR AND BOTTOM OF PIPE INSULATION.
5. SEE PIPING SCHEMATICS ON SHEETS R6.0 - R6.2.
6. PROVIDE ELECTRICAL AND CONTROLS FOR ALL ICE RINK EQUIPMENT AS
SPECIFIED. WORK SHALL BE COMPLETED IN ACCORDANCE TO ALL
APPLICABLE ELECTRICAL CODES.
7. VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
8. VERIFY EQUIPMENT DIMENSIONS AND LAYOUT IS ACCURATE PRIOR TO
INSTALLATION. INSTALL EQUIPMENT AND VESSELS TO MAXIMIZE
ACCESSIBILITY AND SERVICEABILITY.
9. CEILING HEIGHT IN ICE MEP ROOM = +/-11'-3" (SEE STRUCTURAL)
10. COORDINATE WITH ALL OTHER TRADE CONTRACTORS FOR OVERHEAD
ROUTING OF PIPES, DUCTS, ETC
11. MOUNT EXPANSION TANKS SO SITE GLASS BE EASILY READ.
12. PROVIDE PENETRATION SLEEVES OR CORE DRILLED OPENINGS FOR ALL PIPE
PENETRATIONS. COORDINATE EXACT LOCATION OF PENETRATIONS
THROUGH PRECAST PANELS WITH CM AND PRECAST SUPPLIER.
KEYNOTES:X
1. MOTOR CONTROL CENTER.
2. ICE RINK SYSTEM CONTROL SYSTEM WITH WALL MOUNTED KEYBOARD SHELF,
CABINET AND MONITOR.
3. COMBINATION EYEWASH/SHOWER. (TYP. OF 2). SEE MECHANICAL.
4. DOOR SIGN. (TYP. OF 2) SEE DETAIL ICE-125. SEE ALSO ARCHITECTURAL
SIGNAGE REQUIREMENTS.
5. EMERGENCY SHUT OFF SWITCH FOR REFRIGERATION SYSTEM. (TYP. OF 2).
6. STROBE LIGHT AND AUDIBLE ALARM FOR GAS MONITORING SYSTEM. (TYP. OF 4)
7. GAS MONITORING SYSTEM MAIN CONTROL PANEL WITH DISPLAY.
8. PERSONAL PROTECTIVE EQUIPMENT AND WALL CABINET AS SPECIFIED.
9. 4" HIGH CONCRETE EQUIPMENT PAD. SEE DETAIL ICE-105.
10. 6" HIGH CONCRETE EQUIPMENT PAD. SEE DETAIL ICE-105.
11. WATER TREATMENT CHEMICAL FEED AREA INCLUDING WATER TREATMENT
SYSTEM, TANK MOUNTED SHELF, PUMPS, AND CHEMICALS.
12. PVC TANK DRAIN PIPE WITH VALVE TO FLOOR DRAIN.
13. FLOOR DRAINS BY OTHERS. SEE MECHANICAL. COORDINATE EXACT LOCATION
WITH MECHANICAL CONTRACTOR.
14. 8" BURIED INSULATED POLYETHYLENE TRANSMISSION MAINS TO/FROM ICE RINK
FLOOR. SEE SHEET R1.1 FOR CONTINUATION.
15. 3" BURIED INSULATED POLYETHYLENE TRANSMISSION MAINS TO/FROM SNOW
MELT PIT. SEE SHEET R1.0 FOR CONTINUATION.
16. 3" BURIED POLYETHYLENE TRANSMISSION MAINS TO/FROM ICE RINK SUBFLOOR
HEATING SYSTEM. SEE SHEET R1.0 FOR CONTINUATION.
17. 8" SCH. 40 PVC CONDENSER DRAIN PIPE. SLOPE PIPE 1% MIN. FROM CONDENSER
TO TANK.
18. 6" STEEL CONDENSER WATER SUPPLY PIPE. SLOPE PIPE 1% MIN. FROM
CONDENSER TO TANK.
19. 8" INSULATED STEEL PIPE.
20. 10" INSULATED STEEL PIPE.
21. MAKE-UP AIR LOUVER BY OTHERS. SEE MECHANICAL
22. WATER LINE FOR TANK FILL BY OTHERS. SEE MECHANICAL.
23. CONDENSER SUPPORT SYSTEM. SEE STRUCTURAL
24. CONDENSER LADDER, PLATFORM AND RAILING AS SPECIFIED.
25. KEEP SPACE CLEAR FOR REFRIGERATION EQUIPMENT INSTALLATION AND
FUTURE MAINTENANCE.
26. REFRIGERATION EXHAUST SYSTEM. SEE MECHANICAL.
GENERAL CODE REQUIREMENTS:
PRIMARY REFRIGERANT: AMMONIA (R-717)
SECONDARY REFRIGERANT: 35% ETHYLENE GLYCOL
SECONDARY REFRIGERANT FOR WASTE HEAT RECOVERY: 35% ETHYLENE GLYCOL
REFRIGERATION SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE TO
WISCONSIN STATE MECHANICAL, ELECTRICAL, FIRE, AND LIFE SAFETY CODES,
WISCONSIN HIGH PRESSURE PIPING CODE, AND ALL OTHER APPLICABLE LOCAL,
STATE, AND FEDERAL CODE REQUIREMENTS.
A REFRIGERATION MACHINERY ROOM IS BEING PROVIDED.
CHARGING OF SYSTEMS AND START-UP OF THE REFRIGERATION SYSTEM SHALL
NOT PROCEED UNTIL ALL CODE RELATED REQUIREMENTS FOR THE
REFRIGERATION SYSTEM, ROOM, MECHANICAL SYSTEMS, AND SAFETY SYSTEMS
ARE INSPECTED AND APPROVED BY ALL LOCAL GOVERNING AUTHORITIES AND
CONTROL AND NOTIFICATION SYSTEMS HAVE BEEN TESTED.24
23
18
17
CU 1
CLEAR MIN.4' - 6"26
3/8" = 1'-0"1 REFRIGERATION ROOM
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
As indicated
ICE EQUIPMENT ROOM
PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
R2.0
10-4-23
220025.00
3/8" = 1'-0"2 REFRIGERATION ROOM ROOF
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
ICE RINK FLOOREL. 100'-0"TO FACE OF DASHERS - SEE PLAN VIEWTO PERIMETER CONCRETE - SEE PLAN VIEW6"6"1'-6" (TYP)5"3"6"EXISTING SUB GRADE.1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SANDPIPE AND REBAR SUPPORT CHAIRS @ 3'-0" O.C. THE ENTIRELENGTH OF THE RINK. CHAIR SPCING SHALL BE 2'-0" O.C. IFMOTORIZED EQUIPMENT WILL BE DRIVEN ON RINK PIPINGFOR CONCRETE PLACEMENT OR SCREEDING. SUPPORTCHAIR SECTIONS SHALL OVERLAP A MINIMUM OF TWO RINKPIPES. SEE DETAIL ICE-74.WIRE MESH#4 REBAR @ 16" O.C.25" MIN. LAP LENGTHCONCRETE(2) LAYERS OF 1 12" INSULATION1" SDR 11 POLY PIPEVAPOR BARRIER#4 REBAR @ 12" O.C.25" MIN. LAP LENGTH114" PIPE COVER(TYP.)EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPE1.SUPPORT RINK PIPING OVER HEADER TRENCH ASNECESSARY TO PREVENT DEFLECTION.2.ANCHOR HEADER PIPES AS NECESSARY TO PREVENTFLOATING DURING PLACEMENT OF CONCRETE.3.EXTRA PIPE SUPPORTS MAY BE REQUIRED OVER HEADERTRENCH.4.PREPARE SUBGRADE AS SPECIFIED PRIOR TO INSTALLINGRINK FLOOR MATERIALS. PROVIDE ADDITIONAL SAND FILLAS NECESSARY TO BRING TO SUBGRADE TO REQUIREDELEVATION FOR NEW RINK FLOOR.NOTESRINK FLOOR SECTION (MERCYHEALTH ARENA)SCALE: N.T.S.2R5.0RINK FLOOR SECTION (MERCYHEALTH ARENA)SCALE: N.T.S.1R5.0DASHER BOARD SYSTEM.SEE DASHER DRAWINGS.DASHER BOARD SYSTEM.SEE DASHER DRAWINGS.PERIMETER CONCRETE.SEE STRUCTURAL.PERIMETER CONCRETE.SEE STRUCTURAL.EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPE8"TO FACE OF DASHERS - SEE PLAN VIEWTO PERIMETER CONCRETE - SEE PLAN VIEW1.SUPPORT RINK PIPING OVER HEADER TRENCH ASNECESSARY TO PREVENT DEFLECTION.2.ANCHOR HEADER PIPES AS NECESSARY TO PREVENTFLOATING DURING PLACEMENT OF CONCRETE.3.EXTRA PIPE SUPPORTS MAY BE REQUIRED OVER HEADERTRENCH.4.PREPARE SUBGRADE AS SPECIFIED PRIOR TO INSTALLINGRINK FLOOR MATERIALS. PROVIDE ADDITIONAL SAND FILLAS NECESSARY TO BRING TO SUBGRADE TO REQUIREDELEVATION FOR NEW RINK FLOOR.NOTESEXISTING SUB GRADE1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SAND1'-3"8"3"8"2'-0"4'-8" TRENCH WIDTH1'-4"(1) #4 REBARCONTINUOUSEACH SIDEPIPE AND REBAR SUPPORT CHAIRS @ 3'-0" O.C. THE ENTIRELENGTH OF THE RINK. CHAIR SPACING SHALL BE 2'-0" O.C.IF MOTORIZED EQUIPMENT WILL BE DRIVEN ON RINKPIPING FOR CONCRETE PLACEMENT OR SCREEDING.SUPPORT CHAIR SECTIONS SHALL OVERLAP A MINIMUM OFTWO RINK PIPES. SEE DETAIL ICE-74.WIRE MESH#4 REBAR @ 16" O.C.25" MIN. LAP LENGTHCONCRETE(2) LAYERS OF 1 12" INSULATION1" SDR 11 POLY PIPEVAPOR BARRIER#4 REBAR @ 12" O.C.25" MIN. LAP LENGTHSDR 11 POLY RETURN HEADER PIPE#4 REBAR @ 16" O.C.25" MIN. LAP LENGTHSDR 11 POLY SUPPLY HEADER PIPESDR 11 POLY REVERSE RETURN HEADER PIPESUPPORT BLOCK OR STEELCHANNEL(4) #4 REBAR CONTINUOUS EQUALLYSPACED ACROSS BOTTOM ON TRENCHAND 1" MIN. CLEAR FROM HEADER PIPES5"3"6"5"3"6"114" PIPE COVER(TYP.)EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPEDASHER BOARD SYSTEM.SEE DASHER DRAWINGS.EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPESEE DETAILICE-50RINK FLOOR SECTION (MULTIPURPOSE ARENA)SCALE: N.T.S.4R5.0RINK FLOOR SECTION (MULTIPURPOSE ARENA)SCALE: N.T.S.3R5.0EXISTING SUB GRADE1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SANDDASHER BOARD SYSTEM.SEE DASHER DRAWINGS.PERIMETER CONCRETE.SEE STRUCTURAL.PERIMETER CONCRETE.SEE STRUCTURAL.SEE DETAIL5/DB500 (TYP.)ICE RINK FLOOREL. 100'-0"1'-1"RAISEDSTADIA. SEESTRUCTURALAND ARCH.RAISEDSTADIA. SEESTRUCTURALAND ARCH.3"ICE RINK FLOOREL. 100'-0"ICE RINK FLOOREL. 100'-0"1'-6" (TYP)EXISTING SUB GRADE.1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SANDICE RINK FLOOREL. 100'-0"TO FACE OF DASHERS - SEE PLAN VIEWTO PERIMETER CONCRETE - SEE PLAN VIEW6"6"1'-6" (TYP)5"3"6"EXISTING SUB GRADE.1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SANDPIPE AND REBAR SUPPORT CHAIRS @ 3'-0" O.C. THE ENTIRELENGTH OF THE RINK. CHAIR SPCING SHALL BE 2'-0" O.C. IFMOTORIZED EQUIPMENT WILL BE DRIVEN ON RINK PIPINGFOR CONCRETE PLACEMENT OR SCREEDING. SUPPORTCHAIR SECTIONS SHALL OVERLAP A MINIMUM OF TWO RINKPIPES. SEE DETAIL ICE-74.WIRE MESH#4 REBAR @ 16" O.C.25" MIN. LAP LENGTHCONCRETE(2) LAYERS OF 1 12" INSULATION1" SDR 11 POLY PIPEVAPOR BARRIER#4 REBAR @ 12" O.C.25" MIN. LAP LENGTH114" PIPE COVER(TYP.)EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPE1.SUPPORT RINK PIPING OVER HEADER TRENCH ASNECESSARY TO PREVENT DEFLECTION.2.ANCHOR HEADER PIPES AS NECESSARY TO PREVENTFLOATING DURING PLACEMENT OF CONCRETE.3.EXTRA PIPE SUPPORTS MAY BE REQUIRED OVER HEADERTRENCH.4.PREPARE SUBGRADE AS SPECIFIED PRIOR TO INSTALLINGRINK FLOOR MATERIALS. PROVIDE ADDITIONAL SAND FILLAS NECESSARY TO BRING TO SUBGRADE TO REQUIREDELEVATION FOR NEW RINK FLOOR.NOTESDASHER BOARD SYSTEM.SEE DASHER DRAWINGS.DASHER BOARD SYSTEM.SEE DASHER DRAWINGS.PERIMETER CONCRETE.SEE STRUCTURAL.PERIMETER CONCRETE.SEE STRUCTURAL.EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPE8"TO FACE OF DASHERS - SEE PLAN VIEWTO PERIMETER CONCRETE - SEE PLAN VIEW1.SUPPORT RINK PIPING OVER HEADER TRENCH ASNECESSARY TO PREVENT DEFLECTION.2.ANCHOR HEADER PIPES AS NECESSARY TO PREVENTFLOATING DURING PLACEMENT OF CONCRETE.3.EXTRA PIPE SUPPORTS MAY BE REQUIRED OVER HEADERTRENCH.4.PREPARE SUBGRADE AS SPECIFIED PRIOR TO INSTALLINGRINK FLOOR MATERIALS. PROVIDE ADDITIONAL SAND FILLAS NECESSARY TO BRING TO SUBGRADE TO REQUIREDELEVATION FOR NEW RINK FLOOR.NOTESEXISTING SUB GRADE1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SAND1'-3"8"3"8"2'-0"4'-8" TRENCH WIDTH1'-4"(1) #4 REBARCONTINUOUSEACH SIDEPIPE AND REBAR SUPPORT CHAIRS @ 3'-0" O.C. THE ENTIRELENGTH OF THE RINK. CHAIR SPACING SHALL BE 2'-0" O.C.IF MOTORIZED EQUIPMENT WILL BE DRIVEN ON RINKPIPING FOR CONCRETE PLACEMENT OR SCREEDING.SUPPORT CHAIR SECTIONS SHALL OVERLAP A MINIMUM OFTWO RINK PIPES. SEE DETAIL ICE-74.WIRE MESH#4 REBAR @ 16" O.C.25" MIN. LAP LENGTHCONCRETE(2) LAYERS OF 1 12" INSULATION1" SDR 11 POLY PIPEVAPOR BARRIER#4 REBAR @ 12" O.C.25" MIN. LAP LENGTHSDR 11 POLY RETURN HEADER PIPE#4 REBAR @ 16" O.C.25" MIN. LAP LENGTHSDR 11 POLY SUPPLY HEADER PIPESDR 11 POLY REVERSE RETURN HEADER PIPESUPPORT BLOCK OR STEELCHANNEL(4) #4 REBAR CONTINUOUS EQUALLYSPACED ACROSS BOTTOM ON TRENCHAND 1" MIN. CLEAR FROM HEADER PIPES5"3"6"5"3"6"114" PIPE COVER(TYP.)EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPEDASHER BOARD SYSTEM.SEE DASHER DRAWINGS.EXPANSION JOINT. SEE DETAIL ICE-81.POLY PERIMETER RINK PIPESEE DETAILICE-50EXISTING SUB GRADE1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SANDDASHER BOARD SYSTEM.SEE DASHER DRAWINGS.PERIMETER CONCRETE.SEE STRUCTURAL.PERIMETER CONCRETE.SEE STRUCTURAL.SEE DETAIL5/DB500 (TYP.)ICE RINK FLOOREL. 100'-0"1'-1"RAISEDSTADIA. SEESTRUCTURALAND ARCH.3"ICE RINK FLOOREL. 100'-0"ICE RINK FLOOREL. 100'-0"1'-6" (TYP)EXISTING SUB GRADE.1" SDR 11 POLY SUB-FLOORHEATING SYSTEM PIPECLEAN SANDNo:Consultant:Project:Location:Sheet:CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:AS INDICATEDDate:Project No.:Sheet No.:Revisions:(Owner) Project No.:10-4-2023220025.00Date:Description:2211 O' Neil Road - Hudson, WI 54016Phone: (651) 256-3090www.B32eng.comWOODMAN'S SPORTS &C2023-15R5.0ICE RINK DETAILS ANDSECTIONS10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
FIRST FLOOR
PLAN
100' -0"
3" HDPE SUBFLOOR
TRANSMISSION MAINS.
(TYP. OF 2 PER RINK)
CLEAN SAND
8" INSULATED HDPE RINK
FLOOR TRANSMISSION MAINS.
(TYP. OF 2)
3/4" SCH 80 PVC CONDUIT AND
WIRE FOR RINK FLOOR TEMP.
SENSORS. (TYP. OF 2 PER
RINK)
SUBGRADE
1' - 4"1' - 4"1' - 4"
0' - 6"0' - 8"3' - 6"3' - 4"2' - 6"0' - 8"0' - 8"
PERIMETER CONCRETE.
SEE STRUCTURAL.
FIRST FLOOR
PLAN
100' -0"2' - 6"3' - 4"3" HDPE SUBFLOOR
TRANSMISSION MAINS.
(TYP. OF 2 PER RINK)
CLEAN SAND
8" INSULATED HDPE RINK
FLOOR TRANSMISSION MAINS.
(TYP. OF 2)
3/4" SCH 80 PVC CONDUIT AND
WIRE FOR RINK FLOOR TEMP.
SENSORS. (TYP. OF 2 PER
RINK)
SUBGRADE
1' - 4"1' - 4"1' - 4"0' - 8"0' - 8"3' - 6"PERIMETER CONCRETE.
SEE STRUCTURAL.
FIRST FLOOR
PLAN
100' -0"
3" HDPE SUBFLOOR
TRANSMISSION MAINS.
(TYP. OF 2 PER RINK)
CLEAN SAND 8" INSULATED HDPE RINK
FLOOR TRANSMISSION MAINS.
(TYP. OF 2)
3/4" SCH 80 PVC CONDUIT AND
WIRE FOR RINK FLOOR TEMP.
SENSORS. (TYP. OF 2 PER
RINK)
SUBGRADE
1' - 4"1' - 4"1' - 4"
0' - 6"0' - 8"3' - 6"3' - 4"2' - 6"0' - 8"0' - 8"
PERIMETER CONCRETE.
SEE STRUCTURAL.
FIRST FLOOR
PLAN
100' -0"
3" HDPE SUBFLOOR TRANSMISSION
MAINS. (TYP. OF 2 PER RINK)
CLEAN SAND
8" INSULATED HDPE RINK FLOOR
TRANSMISSION MAINS. (TYP. OF 2)
3/4" SCH 80 PVC CONDUIT AND
WIRE FOR RINK FLOOR TEMP.
SENSORS. (TYP. OF 2 PER RINK)
SUBGRADE
1' - 4"0' - 8"0' - 8"3' - 6"3' - 4"2' - 6"PERIMETER CONCRETE. SEE STRUCTURAL.
FIRST FLOOR
PLAN
100' -0"2' - 0"0' - 8"0' - 6"
3" INSULATED HDPE
SNOWMELT
TRANSMISSION
MAINS (TYP. OF 2)
PERIMETER
CONCRETE. SEE
STRUCTURAL.
0' - 6"
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
1" = 1'-0"
ICE RINK DETAILS AND
SECTIONS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
R5.1
10-4-23
220025.00
1" = 1'-0"2 MAINS TRENCH SECTION - MERCYHEALTH ARENA HALLWAY
1" = 1'-0"3 MAINS TRENCH SECTION - MULTIPURPOSE ARENA
1" = 1'-0"1 MAINS TRENCH SECTION - MERCYHEALTH ARENA
1" = 1'-0"4 MAINS TRENCH SECTION - TO MERCYHEALTH ARENA HALLWAY
1" = 1'-0"5 SNOWMELT MAINS TRENCH SECTION
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
BEND PIPES IN RADII TO ALLOWFOR MAXIMUM PIPE COVERAGE(TYP.)PERIMETER RINK PIPEFACE OF DASHERSEXPANSION JOINT3" POLY HEADER PIPE1" POLY PIPING3" x 1" SADDLE FUSION FITTINGSUBGRADE (BY OTHERS)CONCRETEINSULATIONCLEAN SANDSEE RINKFLOOR SECTIONS1'-0"1'-0"3'-0"1'-6"PERIMETER CONCRETE1" POLY SUB-FLOOR HEATING PIPING#4 REBAR UNDER POLYPIPING @ ENDS AND RADIIZIP-TIES AT @ EACHINTERSECTION/ (TYP.)WIRE MESHCONCRETE RINK FLOORREBARBASE PLATEWIRE SUPPORTS3" MINIMUMSEE PLANSEE PLANCHAIR DIMENSIONS ASREQUIRED FOR CONCRETETHICKNESS AND 114" COVEROVER RINK PIPES.NOTE:PIPE AND REBAR SUPPORTS SHALL OVERLAP A MINIMUM OF (2) RINK PIPES.PIPE AND REBAR SUPPORT CHAIRS SHALL BE IN 6'-0" LONG SECTIONS.SECTIONELEVATION114" COVER114" COVERSEEPLANSEEPLANSEEPLANSEEPLANSEEPLANSEEPLANSEEPLANSEEPLANSEEPLANSEEPLANPERIMETER CONCRETEEXPANSION JOINT. SEE EXPANSION JOINT DETAIL.NYLON TIE. (TYP.)PERIMETER RINK PIPE1" PRE-MOLDED POLYSOCKET U-BEND FITTINGPERIMETER CONCRETEEXPANSION JOINT. SEE EXPANSION JOINT DETAIL.NYLON TIE. (TYP. OF 2)PERIMETER RINK PIPE1" POLY MOLDED SOCKETFUSION FITTINGS.3 1/2" (TYP.)3 1/2" (TYP.)COMPRESSION SEALRIGID POLYSTYRENEINSULATIONVAPOR BARRIERICE RINK FLOOR CONCRETEICE RINK FLOOR INSULATIONTHICKENED PERIMETERCONCRETE EDGE.SEE ICE RINKFLOOR SECTIONS1"LUBRICANT ADHESIVE (TYP. ALLSIDES)TO PERIMETER CONCRETE14"NOTE:1.EXPANSION JOINT SYSTEM SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.2.CONTRACTOR SHALL FIELD VERIFY WIDTH OF JOINT PRIOR TO ORDERING MATERIALS.12"34" ALUMINUM CONDUIT BODY STYLE TBWITH REMOVABLE FLAT TOP COVER PLATE ANDGASKET. RECESS 18" BELOW F.F. ELEVATION12" x 6" LONG GALV. NIPPLETREADED GALV. CAP34" x 12" BUSHINGRTD ELEMENTFOR SUB-FLOORSEAL PENETRATIONS W/EXPANDING FOAMRTD ELEMENT FORRINK FLOOR12" GALV. NIPPLESEAL ALL OPENINGSW/ DUCT PUTTY34" SCH. 80 PVC CONDUIT TOREFRIGERATION ROOM.CABLES TOREFRIGERATION ROOMSUB-FLOOR SAND LAYERRINK FLOOR INSULATIONRINK FLOOR CONCRETE12" PVC TO 12" STEELCONDUIT COUPLING34" x 12" REDUCERPOLY HEADER PIPES1" POLY SOCKETFUSION TEE FITTING1" POLY RINK PIPE1" POLY RINK PIPE8"x1" POLY SERVICESADDLE W/ RECTANGULARBASE & SOCKET OUTLETSECTIONELEVATION1'-4"HEADER TRENCHSEE FLOOR SECTIONSPERIMETER CONCRETEPOLY HEADER PIPESPOLY RETURN BENDS.SEE POLY RETURN BEND DETAIL.SEE HEADER CONNECTION DETAIL.1" POLY RINK PIPING1" POLY PERIMETER RINK PIPE312"8"4"(TYP.)FACE OF DASHER BOARDS ABOVEEXPANSION JOINT. SEE EXPANSION JOINT DETAIL.INSULATE END OF HEADER TRENCH WITH112" INSULATION BELOW EXPANSIONJOINT TO BOTTOM ON HEADER TRENCH.2'-0"TYPICAL RINK PIPING DETAIL @ RADIUSSCALE: N.T.S.ICE162ICE RINK HEADER PIPE CONNECTION DETAILSCALE: N.T.S.ICE50ICE RINK PIPE AND REBAR SUPPORT DETAILSCALE: N.T.S.ICE74ICE RINK EXPANSION JOINT DETAILSCALE: N.T.S.ICE81ICE RINK SUBFLOOR HEATING SYSTEM HEADER DETAILSCALE: N.T.S.ICE23ICE RINK SUBFLOOR HEATING SYSTEM PIPING DETAILSCALE: N.T.S.ICE24ICE RINK TEMPERATURE SENSOR DETAILSCALE: N.T.S.ICE83ICE RINK HEADER PIPE CONNECTION DETAILSCALE: N.T.S.ICE52ICE RINK PIPING DETAILSCALE: N.T.S.ICE76No:Consultant:Project:Location:Sheet:CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:AS INDICATEDDate:Project No.:Sheet No.:Revisions:(Owner) Project No.:10-4-2023220025.00Date:Description:2211 O' Neil Road - Hudson, WI 54016Phone: (651) 256-3090www.B32eng.comWOODMAN'S SPORTS &C2023-15R5.2ICE RINK DETAILS ANDSECTIONS10/13/2023Location:2510 Milton AvenueJanesville, WI 53545BID DOCUMENT SET
REFRIGERATIONMACHINERYROOMAUTHORIZED PERSONAL ONLY330-REFRIGERATIONMACHINERYSHUTDOWNEMERGENCY USEONLYCAUTIONEYE AND EARPROTECTION REQUIREDIN THIS AREAREFRIGERATIONMACHINERY ROOMVENTILATIONEMERGENCY USEONLYWHEN ALARMS ARE ACTIVATEDREFRIGERANT HAS BEEN DETECTED:1. LEAVE ROOM
IMMED
IATELY.2. DO
NOT ENTER EXCEPT BY
TRAINED
&
AUTHOR
IZED
PERSONNEL
.3. DO NOT ENTER W
ITHOUT
PERSONAL PROTECTIVE
EQU
IPMENT WARNING!CONTRACTOR NAMEADDRESSCITY, STATE
PHONE #
STATE
L
ICENSE
#
H
IGH
S
IDE
TEST
XXX
PSI
LOW SIDE TEST
XXX
PSI
SYSTEM CHARGE
XXX LBS
H
IGH
S
IDE
TEST
XXXX
H
IGH
S
IDE
TEST
XXXXFACILITY NAMECONTRACTOR NAMEADDRESSCITY, STATE PHONE # STATE LICENSE # HIGH SIDE TEST XXX PSI LOW SIDE TEST XXX PSI SYSTEM CHARGE XXX LBSNOTES:1. THIS DETAIL APPLIES TO ALL REFRIGERATION ROOM DOORS.2. ALL SIGNAGE SHALL BE PER ANSI/IIAR, IMC, ASHRAE, NFPA 704 AND ANSI Z535.2 GUIDELINES.3. SEE ALSO ARCHITECTURAL SIGNAGE REQUIREMENTS.4. FURNISH AND INSTALL "WARNING" SIGNAGE NEXT TO EACH STROBE/AUDIBLE ALARM FOR LEAK DETECTION SYSTEM REFRIGERANT XXXX LUBRICANT/QTY XXXXIN THE EVENT OF AN EMERGENCY:1. PUSH BUTTON FOR REFRIGERATION MACHINERY SHUTDOWN.2. PUSH BUTTON TO START REFR
IGERAT
ION MACHINERY ROOMVENTILATION.3. EVACUATE PREMISES AND CALL 911
.IN THE EVENT OF AN EMERGENCY:1. PUSH BUTTON FOR REFRIGERATION MACHINERY SHUTDOWN.2. PUSH BUTTON TO START REFRIGERATION MACHINERY ROOMVENTILATION.3. EVACUATE PREMISES AND CALL 911.VARIES
(SEE ICE EQUIPMENT SCHEDULE)VARIES(SEE ICE EQUIPMENT SCHEDULE)6"SCH. 80 PVC SPARGER LINE(SIZE BASE ON RELIEF LINE)PROVIDE 18" Ø HOLE ABOVE WATERLINE TO PREVENT WATER SIPHONNORMAL WATER LEVEL(PER CODE REQUIREMENTS)14" Ø HOLES @1" O.C. HORIZONTALLY& 112" O.C. VERTICALLY AND ASREQUIRED FOR SYSTEM CAPACITYAPPROX.13 TANK HEIGHTTANK COVER W/ ACCESS HOLEDRAIN LINEGALLONAGEMARKERS(TYP.)VENT LINE. MUST BEROUTED THROUGHFIRE RATED CHASEOUTSIDE OF ROOM.FLUID LEVELGAUGEC/L6" x 6" x 12" STAINLESS STEEL PLATEWELDED TO BOTTOM OF INSERT.CONCRETE RINK FLOOR14"14" STAINLESS STEEL FLOOR PLATE WITHHINGED COVER. SPORTS IMPORT KA-25F ORAPPROVED EQUAL.CONTINUOUS WELD. (TYP.)OFFSET RINK PIPES AS NECESSARY.14" LESS THAN FULL DEPTH OF RINK FLOOR.SHIM ANCHOR TO 18" BELOW FFE.DRILL HOLES IN OPPOSITE CORNERSOF ANCHOR PLATE FORINSTALLATION OF NAIL OR SCREWFOR ANCHORING. (TYP.)3 116" ID x .140" THICK STAINLESS STEEL PIPE INSERT.SPORTS IMPORTS KA25-S OR APPROVED EQUAL.ICE RINK FLOORCONCRETE HOUSEKEEPING PADW/ #4 BARS @ 12" O.C. EACH WAY@ MID DEPTH#3 @ 48" O.C. W/ STANDARD HOOK.DRILL AND EPOXY INTO CONRETESLAB USING HILTI HIT HY200 EPOXY(2" MIN. EMBEDMENT)#4 BARS CONTINUOUSAT PERIMETER34" CHAMFER. TYP.ROUGHEN CONCRETE SURFACEEXISTING CONCRETE SLABEQUIPMENT ANCHORS AND VIBRATION ISOLATION,PER MANUF. RECOMMENDATIONS.EQUIPMENT SIZE3"3"PER PLANPAINT ALL SIDES AND TOP 4"OF PAD SAFETY YELLOW PERSHU STANDARDS.TYPICAL SIGNAGE DETAILSCALE: N.T.S.ICE125PIPE INSULATION SCHEDULEPIPE SIZEINSULATION TYPEINSULATIONTHICKNESSJACKET TYPEJACKET COLORABOVE GROUNDCOLD BRINE / GLYCOL & REFRIGERANT PIPES< 1 14"51 1/2"2WHITE1 12" TO 4"52"2WHITE5" TO 8"52 1/2"2WHITE> 8"53"2WHITEVALVES5MATCH PIPE2WHITEWARM BRINE/GLYCOL PIPES (SUBFLOOR / SNOWMELT)< 1 14"51 1/2"2RED1 12" TO 4"52"2REDVALVES5MATCH PIPE2RED BELOW GROUNDCOLD BRINE / GLYCOL PIPES6" TO 8"5A/5B2 1/2"SEE SPECSEE SPEC10"5A/5B3"SEE SPECSEE SPECWARM BRINE / GLYCOL PIPES (SNOWMELT)2" TO 4"5A/5B2"SEE SPECSEE SPECEQUIPMENT / VESSEL INSULATION SCHEDULEITEMINSULATION TYPEINSULATIONTHICKNESSJACKETTYPEJACKETCOLORRINK PUMPS32"N/AN/ACHILLER / SURGE DRUM52"2WHITEWASTE HEAT RECOVERYHEAT EXCHANGERS52"2REDPIPE AND EQUIPMENT INSULATION SCHEDULESCALE: N.T.S.ICE163AMMONIA DIFFUSION TANK DETAILSCALE: N.T.S.ICE213SCALE: N.T.S.ICE204VOLLEYBALL NET INSERT DETAILNo:Consultant:Project:Location:Sheet:CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:AS INDICATEDDate:Project No.:Sheet No.:Revisions:(Owner) Project No.:10-4-2023220025.00Date:Description:2211 O' Neil Road - Hudson, WI 54016Phone: (651) 256-3090www.B32eng.comWOODMAN'S SPORTS &C2023-15R5.3ICE RINK DETAILS ANDSCHEDULEPUMP SCHEDULEN0.DESCRIPTIONMANUF.MODELGPMTDH (FT)MOTORRPMV/P/HZMIN. EFF.FLUIDP1MERCYHEALTHRINK PUMPP2RINK PUMPREMARKS EXPANSION, COMPRESSION AND OTHER TANKSN0.DESCRIPTIONMANUF.CAP.(GAL)SIZET1MERCYHEALTH RINKACCESSORIEST2TANK FITTINGSITE GLASSEXPANSIONCOMPRESSORSNO.C1C2C3TYPEMANUF.MODELCAPACITYTONSMOTORHPMOTORRPMSUCTIONTEMPCONDTEMPCONTROLSN0.DESCRIPTIONMANUF.MODELCAP.(MBH)HOT SIDECOLD SIDEH1HEAT RECOVERYGPMTEMPINTEMPOUTPSIMAXFLUIDCOND. TEMPREF.DIFFUSIONSEE DETAIL ICE-128REMARKSREMARKSREMARKSV/P/HZREF.MULTIPURPOSERINKP7WATERCONDENSERN0.MODELREFCONDTEMPWETBULBFANHPEVAPTEMPCU1TYPEMANUF.THR(MBH)REMARKSFANRPMV/P/HZVFDREMOTE SUMPSTRAINER, FLOAT, ETC.EVAPHEAT EXCHANGERSREMARKS1. SIZE CONDENSER FOR MINIMUM DRY OPERATION OF 2093 MBH @ 35F.EXPANSIONT6T7BAC35505 F96 F12535503550125460/3/60460/3/60460/3/605 F5 F96 F96 F125CHIL-CONBELL&GOSSETT100AFTLYESTHREE - 3" DIABELL&GOSSETT100AFTLYESNON/APOLYN/A--CHILLER SCHEDULE (INFORMATION BASED ON CHIL-CON VESSELS)NO.CAP(TN)NO.PASSESDIMENSIONSSHELLTUBEWIDTHLENGTHREF.TEMPTYPEMATERIALFLUIDGPMFPSPSIV1REMARKSINTEMPOUTTEMPINTEMPOUTSECONDARY CONDITIONSNO.DIA.LENGTHNO. OF RISERSV2REMARKSDIA. OF RISERSV1ADESCRIPTIONCAP. (LBS)TANK FITTINGSITE GLASSV3V4V1BSURGE DRUMOIL POTH.P. RECEIVER2R-7175.0FPLAIN35% EGSTEEL96.0FAFTLYES*PER MANUF. RECOM.RISER SIZED FOR 96F CONDHORIZONTAL18095851,00016.61490016.61424"156"1,90016.6148.110.416% EXCESS24"108"210"N/AN/AN/ASAME AS ABOVESAME AS ABOVE**N/AN/AN/AN/A35% EGBELL&GOSSETTe1510 5EB30HPPROVIDE VFDBACK-UP, PROVIDE VFD100075BELL&GOSSETT460/3/6010001770460/3/60BELL&GOSSETTR-71796 F78 F5 F1800460/3/60YES10PCC-0246-1012N010368435%R717E.G.48096 F75 F85 F108CA-08132-2102.6WATER460/3/605041,90013605'-6" x 5'-6" x6'-0" HT2000SCREWSCREWSCREWBITZERBITZERBITZEROSKA 8561-KOSKA 8561-KOSKA 8561-K61.161.161.1R717R717R717P3MULTIPURPOSERINK PUMPBELL&GOSSETT460/3/60900PROVIDE VFDH2HEAT RECOVERYTHERMASTORWATERR7178096 F---11-1A-H3HEAT RECOVERYTHERMASTORWATERR7178096 F-11-1A-V5PRIMARYOIL SEPARATORSIZED FOR FULL LOADH4HEAT RECOVERYTHERMASTORWATERR7178096 F-11-1A-T3MERCYHEALTHSUBFLOORBELL&GOSSETT60AFTLYES-P4SUBFLOOR MERCYHEALTHBELL&GOSSETT460/3/6080P5SUBFLOORMULTIPURPOSEBELL&GOSSETT460/3/6080VESSEL SCHEDULEPOLYPROVIDE VFD ON FAN W/BYPASS CONTACTORP6SNOW MELTBELL&GOSSETT460/3/6010835% EG35% EG35% EG35% EG35% EG30HP25HP17701770177017501750175010HP5HP5HP5HPN0.DESCRIPTIONMANUF.MODELCAP.(MBH)COLD SIDEHOT SIDEGPMTEMPINTEMPOUTPSIMAXFLUIDCOND. TEMPREF.REMARKSPLATE AND SHELL HEAT EXCHANGERH5OIL COOLERVAHTERUSR71747496 F175F115F*4HH-168/2/1*OILTHERMOSYPHON OIL COOLERT4 MULTIPURPOSESUBFLOOREXPANSIONBELL&GOSSETT60AFTLYES-T5SNOWMELTEXPANSIONBELL&GOSSETT60AFTLYES-EXPANSION5'-4" Ø12'-0" HTV6THERMOSYPHONRECEIVERSIZED FOR FULL LOAD474ACP COMPRESSOR PACKAGE83.5%e1532 1.5BC*** PER MANUFACTURES RECOMMENDATION4.33.419% EXCESS3.82.814% EXCESS----e1510 5BDe1510 4BDe1532 1.5BCe1532 1.5BC7583.5%6086.0%6458.2%6758.4%6460.1%4582.1%14" LESS THAN FULL DEPTH
OF FLOOR, SHIM TO 18" LESS
THAN FULL DEPTH OF FLOOR
4"x 4"x 1/2" THICK2 38" O.D.4"34"STEEL OR STAINLESSSTAINLESS STEEL SHAFT,THAT ACCEPTS 1 7/8"O.D. MARSH PEGS.CONTINUOUS WELD2" THREADED STAINLESSSTEEL PLUG. WHEN INSERTEDPLAN VIEWSECTION2" DEEP THREADS FOR CAP.STAINLESS STEEL SHAFT,THAT ACCEPTS 1 7/8"O.D. MARSH PEGS.2 38"CLCLCLSHALL BE FLUSH WITH RINKFLOOR SURFACE.SEE PLAN VIEW
316"4"STEEL BASE PLATE.4"x 4"x 1/2" THICKSTEEL OR STAINLESSSTEEL BASE PLATE.12"NOTE:1. INSTALL PLUG FLUSH WITHF.F. ELEVATION.GOAL POST INSERT DETAILSCALE: N.T.S.ICE200ALTERNATE BID #6SEE SPECSSEE SPECSSEE SPECSALTERNATE BID #6ALTERNATE BID #6e1510 5EBF.S. PACKINGMATERIAL MIN1" THICKCONCRETE OR CMU ASSEMBLY1-1/2, 2,AND 3 HR RATINGF.S. CAULK MIN 2" THICKWITH 2" INSUL. MIN 1" THICKWITH 1-1/2" OR LESSINSULATIONINSULATIONPIPEPIPEF.S. CAULKBACKER RODCONCRETE OR CMUASSEMBLY 2,3, AND4 HR RATINGPIPE PENETRATIONS AT FLOOR OR WALLSCALE: N.T.S.ICE115PIPE MARKINGS DETAILSCALE: N.T.S.ICE1173/4 to 1-1/481/2Outside Diameter ofPipe or Covering, (in.)Table 2Size of Legend LettersSize of LettersB, (in.)1-1/2 to 283/42-1/2 to 6121-1/48 to 10242-1/2over 10323-1/2LEGENDTable 1Examples of LegendsGLYCOL SUPPLYGLYCOL RETURNH.P. REF. RETURNABLength of ColorField A, (in.)LEGENDLEGENDSCALE: N.T.S.ICE105CONCRETE EQUIPMENT PAD10/13/2023Location:2510 Milton AvenueJanesville, WI 53545BID DOCUMENT SET
V1V2VENTDRAINDRAINVENT6" STEELSLOPE TOWARD SUMP1'-0"TO FLOOR DRAIN BYDIVISION 22 CONTRACTORCHARGINGVALVEVENT OUTSIDE OF BUILDING WITH DIFFUSERDUAL RELIEFVALVES (TYP)P7T71V3DRAINFLOOR2INSULATION8" PVC, SLOPE TOWARD SUMP (1/4 IN/FT MIN)1.5" NON-POTABLEWATER LINE BY DIVISION22 CONTRACTOR2" PVC6" STEEL4" PVC 4" PVCDRAIN 3/4" PIPENO INSULATION5T6CONNECT TO 1.5"WATER LINE1.5" COPPER CU122MEET CURRENT MECHANICALCODES FOR SEPARATION OFDIFFUSER FROM GROUND ANDOTHER OPENINGS AND EQUIPMENT.WALL/ROOF
INSULATIONNO INSULATIONINSULATIONNO INSULATION3/4"DIP TUBE CUTEND AT 45°8" CLEARSTEEL SUPPORTS3/4" DRAINLINEV43/4"LIFTING ROD LUG(TYP. OF 2) STEEL1" CROSSOVER LINE1COMBINATIONOIL SEPARATORV51HIGH LEVELFLOAT SWITCHC11C211TDV
STEELSTEELSTEELSTEELSTEEL
STEEL
STEEL FLOOR20 EQUALIZING LINE PERMANUFACTURERSRECOMMENDATIONSV6LEVELPROBEDRAIN3SLOPE TOWARDRECEIVEROPERATING LEVEL6' MIN.AS REQUIRED FOR THERMOSYPHON
H5C31VALVEPOSITIONINDICATOR1.THE REFRIGERATION FLOW DIAGRAM SHOWS GENERAL SYSTEM REQUIREMENTS ONLY. CONTRACTOR TO FURNISH AND INSTALL ALL MATERIALSAND EQUIPMENT FOR A COMPLETE OPERATING SYSTEM AND AS NECESSARY TO MEET CURRENT STATE AND LOCAL MECHANICAL CODES.2.PIPING MATERIAL AS SPECIFIED. INSULATE ALL PIPING AS SPECIFIED IN INSULATION SCHEDULE. SEE DETAIL ICE-1633. CHILLER ARRANGEMENT MAYBE DIFFERENT THAN PICTURED ABOVE. SEE ICE EQUIPMENT SCHEDULE.4. INSTALL PIPE UNIONS ON EACH SIDE OF ALL EQUIPMENT AND VALVES FOR MAINTENANCE.5. PROVIDE CRANKCASE OIL EQUALIZATION LINES BETWEEN COMPRESSORS WITH ALL ASSOCIATED VALVES, FLOATS, GAUGES, ETC. ASRECOMMENDED BY THE MANUFACTURER.6. ALL VALVES AND PIPING SPECIALTIES SHALL BE FULL LINE SIZE.7.ALL GAUGES SHALL BE MOUNTED AT EYE LEVEL WHERE POSSIBLE.8.LENGTH OF DRIP LEGS SHALL MEET LOCAL CODE REQUIREMENTS.9.THE CONTRACTOR IS RESPONSIBLE FOR PLACEMENT AND DESIGN OF ALL HANGERS AND SUPPORT SYSTEMS AND SHALL VERIFY THAT BUILDINGSTRUCTURE IS DESIGNED TO SUPPORT SYSTEM LOADS.10.1" CROSS OVER LINE MAY NOT BE REQUIRED IF INTERNAL TO COMPRESSORS.GENERAL NOTESCONTROL SYSTEM KEY NOTES123CONTROLLED BY COMPRESSOR OPERATION.(SEE SPECIFICATIONS FOR CONTROL REQUIREMENTS)3-WAY OIL TEMPERATURE VALVE TO MAINTAIN MIN. 115F OIL TEMPERATURE.STEEL
STEEL MFLOATSWITCH1/2" DRAINMBLEED WATERSAMPLING FORWATER TREATMENTSEESHEETR6.1PRESSURE SWITCH IN LOCK BOX ON EXTERIOROF BUILDING FOR MANUAL OPERATION OF THEEMERGENCY PRESSURE CONTROL SYSTEM.CLEARLY LABEL SWITCH WITH "AMMONIA - FIREDEPARTMENT - EMERGENCY CONTROL BOX"CONTROLLED BY COMMON DISCHARGE PRESSURE. PRESSURE SWITCH CONTROLLING SOLENOID VALVE SHALL OPEN SOLENOID AT 235 PSI. CONTROL RELAY FORCOMPRESSOR SHALL BE DE-ENERGIZED UPON OVER PRESSURIZATION. ISOLATION VALVES SHALL BE LOCKED IN THE OPEN POSITION.CONTROLLER34" FILL VALVE(TYP. OF 2)34EXTENTS OF ACP COMPRESSOR PACKAGE.CONTRACTOR TO VERIFY WITH MANUFACTURE.SITE GLASS @ EYE LEVEL4" HIGH CONCRETE CONTAINMENTCURB AROUND FLOOR DRAIN.LPVRLPVR
LPVR
LPVR
LPVRLPVR
LPVR
LPVR
HPLRHPLRHPLRHPVRHPVRHPVRHPVR
HPVRHPVRHPVR
ORLORLATVATVATVATV
ATV
ATV
LPLR LPLRLPLRHPLROCLOCLOCLOCLOCLOCLOCL
OCL
EQEQORLORLCR CRCSCSCS CSHPVRORL 1A1B1A1BPURGEVALVE(TYP).4CONTROLLED BY CHILLER FLOAT SYSTEM.5545PROVIDE STUB AND ISOLATION VALVE CAPPED FOR FUTURE CONNECTION IF ALTERNATE BID 6 IS NOT ACCEPTED.No:Consultant:Project:Location:Sheet:CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:AS INDICATEDDate:Project No.:Sheet No.:Revisions:(Owner) Project No.:10-4-2023220025.00Date:Description:2211 O' Neil Road - Hudson, WI 54016Phone: (651) 256-3090www.B32eng.comWOODMAN'S SPORTS &C2023-15R6.0AMMONIA FLOW DIAGRAM10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
V1V2VENTDRAINDRAINVENTT2SITEGLASSP-1P-2P-3FLOORTTDO NOT ISOLATE RINK FLOORFROM EXPANSION TANKS.8" STEEL2PSD8" STEEL
S2" FILL8" STEEL
8" STEEL
8" STEEL
8" STEEL
STEEL T1SITEGLASSSTDV 110" STEELPOLYSTEEL8" STEEL
8" STEEL
STEELTDV
TDV AVT10" STEELMERCYHEALTHRINK2" FILL8" POLY
8" STEEL8" STEEL312" TYP.N.C.N.C.MULTIPURPOSERINK8" STEEL T28" POLY8" POLY8" POLY8" POLY8" POLY
8" POLY
8" POLY
8" STEELPSDPSDFSCGRCGR
CGS
CGS
CGSCGSCGSCGS
CGR
CGSCGRCGR
CGR
CGSCGRCGS8" POLY8" POLY8" POLY10" STEELCGS8" STEELCGS8" STEELCGS8" STEELCGS8" POLY2" DRAIN (TYP 4)PRECAST WALL OPENINGAV8" POLY8" POLY8" POLY2TEMPORARYCHILLERCONNECTION (TYP 4)SCALE:SCALE:N.T.S.1SECONDARY REFRIGERANT FLOW DIAGRAM1.SEE SHEET R6.0.GENERAL NOTESKEY NOTES(SEE SPECIFICATIONS FOR CONTROL REQUIREMENTS)1.GLYCOL SUPPLY TEMPERATURE2.GLYCOL RETURN TEMPERATURE3.FLOW SWITCH. CONNECT TO CONTROL SYSTEM FOR MONITORING AND DISPLAYNo:Consultant:Project:Location:Sheet:CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:AS INDICATEDDate:Project No.:Sheet No.:Revisions:(Owner) Project No.:10-4-2023220025.00Date:Description:2211 O' Neil Road - Hudson, WI 54016Phone: (651) 256-3090www.B32eng.comWOODMAN'S SPORTS &C2023-15R6.1SECONDARY REFRIGERANTFLOW DIAGRAM10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
FLOORMERCYHEALTHRINKPOLYSTEELMULTIPURPOSERINK3" STEEL HEADER3" STEEL HEADERH11225AV3" STEEL HEADER3" STEEL HEADERP4T2 1/2" STEEL
TDVP5 T2 1/2" STEEL
TDV
T4S T3S
2 1/2" STEEL
2 1/2" STEEL
2 1/2" STEEL
3" STEEL
2 1/2" STEEL
2 1/2" STEEL
11P62 1/2" STEEL
2 1/2" STEEL2 1/2" STAINLESS STEEL SNOWMELT PIT COILSTEELSTAINLESS STEELSNOW MELT PITTDV
FLOORT5S
2 1/2" STEEL3" POLY3" POLY3" POLYWGSWGRATVATVHPLRLPLRLPLRWGR
WGR
WGR
WGR
WGS
WGR
WGR
WGSWGSWGRWGS
WGS WGSWGSWGSWGR
WGSWGRWGR
WGSWGSWGRWGS2 1/2" STEEL2"2"3" POLY3" POLY3" POLY3" POLY3" POLY3" POLY3" POLY
2 1/2" STEEL2 1/2" STEEL2 1/2" STEELDO NOT ISOLATE RINK FLOORSFROM EXPANSION TANKS.2 1/2" STEELSEE PLANS FOR ACTUALCONFIGURATION OFSNOW MELT PIPING.AVAVPOLYSTEEL2"2"FLOORPRECAST WALL OPENINGWGSWGR3" STEEL HEADER3" STEEL HEADER3" POLY3" POLY3" POLY3" POLY2"3" POLY3" POLY3" POLY3" POLY2"WGSWGRWGSWGRWGSWGRPOLYSTEELWGRWGRWGSWGS
WGSWGR2 1/2" STEEL
WGR
WGS
WGS
2 1/2" STEELWGSWGR WGR3" POLY3" POLYH3H2LPLR
LPLR 4HPVRsHPVRHPVRHPVR3120 GALHPVRHPVRHPVRNOTES:WATER TEMPERATURE SENSOR FORICE RINK CONTROL SYSTEM.TEMPERATURE SENSOR TO BECONNECTED TO THE THERMASTORMID-PORT CONNECTION.SOLENOID VALVE REGULATED BY ICERINK CONTROL SYSTEM. SEESPECIFICATION SECTION 131817 FORCONTROL SEQUENCE.COLD WATER PIPING. SEEMECHANICALHOT WATER PIPING. SEE MECHANICALEQUALIZATION PIPEABCDTABCCDDH4LPLR
CDEE120 GAL120 GALTATASCALE:SCALE:N.T.S.1SUBFLOOR/SNOWMELT - WASTE HEAT RECOVERY FLOW DIAGRAMSCALE:SCALE:N.T.S.2WATER PREHEAT WASTE HEAT RECOVERY FLOW DIAGRAM (ALTERNATE BID #6)1.SEE SHEET R6.0.GENERAL NOTESKEY NOTES(SEE SPECIFICATIONS FOR CONTROL REQUIREMENTS)1.TEMPERATURE CONTROL FOR 3-WAY VALVE.2.CONTROLLED BY COMPRESSOR OPERATION.No:Consultant:Project:Location:Sheet:CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com
TELEPHONE [414] 4 7 6 . 9 5 0 0
FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:AS INDICATEDDate:Project No.:Sheet No.:Revisions:(Owner) Project No.:10-4-2023220025.00Date:Description:2211 O' Neil Road - Hudson, WI 54016Phone: (651) 256-3090www.B32eng.comWOODMAN'S SPORTS &C2023-15R6.2WASTE HEAT RECOVERYFLOW DIAGRAM10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
HC
DN
11' - 0"11' - 0"7' - 0"7' - 6"7' - 6"31' - 10 1/2"31' - 10 1/2"5' - 0"32' - 0"8' - 0"8' - 0"8' - 0"32' - 0"5
2
1
4
5
88
8
8
8
8
7
6
7
51
4 51
1
5
1
5
1
5
5
3
9
9
5
2
1
5 6
7
6
7
8
3
5
2
4 51
41
1
5
1
1
DB5.0
__________
2
DB5.0
__________
3
DB5.1
__________
TO FACE OF DASHERS
85' - 0"6' - 0"6' - 0"2
DB5.1
__________
1
DB5.1
__________
5' - 0"
5' - 0"64' - 4"11' - 0"64' - 0"25' - 0"25' - 0"64' - 0"11' - 0"TO FACE OF DASHERS200' - 0"64' - 0"25' - 0"25' - 0"64' - 0"4
DB5.1
__________
5
DB5.1
__________
7
DB5.1
__________
10
10
10
10
5
6
DB5.1
__________
B
C
B
C
A
D
A
A
E
D
C
B B
B
C
C
BB
C
E
A
C
C
TO FACE OF DASHERS
85' - 0"TO FACE OF DASHERS200' - 0"T
O F
A
C
E
OF
D
A
S
H
E
R
S
R
2
8' - 0"
T
O
F
ACE
OF
D
A
S
H
E
R
SR 2
8' - 0"
16' - 0"
10
10
16' - 0"
MERCYHEALTH
ARENA
MULTIPURPOSE
ARENA
3
DB5.0
__________
2
DB5.0
__________
A
1
DB5.0
__________
4
DB5.1
__________
3
DB5.1
__________
8
DB5.1
__________
9
DB5.1
__________
6
DB5.1
__________
6
DB5.1
__________
6
DB5.1
__________
7
DB5.1
__________
8
DB5.1
__________
MERCYHEALTH ARENA KEYNOTES: X
GENERAL NOTES:
1. FIELD VERIFY ALL DIMENSIONS PRIOR TO MANUFACTURING.
2. SPECIFIED SHIELDING HEIGHT SHALL BE MEASURED FROM TOP OF
TOPSILL TO TOP OF SHIELDING.
3. RUBBER FLOORING TO BE FURNISHED AND INSTALLED IN ALL PLAYER,
PENALTY, CAMERA AND OFFICIALS BOXES. (TYP.) VERIFY COLOR WITH
ARCHITECT.
4. ANCHORS SHALL BE INSTALLED IN RINK FLOOR PRIOR TO PLACEMENT
OF CONCRETE. COORDINATE INSTALLATION WITH ICE RINK
CONTRACTOR.
5. SEE SPECIFICATIONS FOR ALTERNATE BID ITEMS.
1. 6'-0" HIGH TEMPERED GLASS SHIELDING WITH ALUMINUM SUPPORT
POST SYSTEM.
2. 6'-0" HIGH ALUMINUM SUPPORTED TEMPERED GLASS SHIELDING @
BACK AND SIDE WALLS OF PLAYERS BOXES. NO GLASS @ FRONT
WALL.
3. 6'-0" HIGH ALUMINUM SUPPORTED TEMPERED GLASS SHIELDING @
FRONT WALL, BACK AND SIDE WALLS OF PENALTY AND OFFICALS
BOXES.
4. 15'-0" HIGH BLACK NYLON NETTING AND SUPPORTS.
5. FULL BACKER PANEL AROUND ENTIRE PERIMETER OF RINK WITH
POLY GAP FILLER ALONG ALL RAISED SURFACES.
6. SCORERS BOX WITH 1'-8" X 7'-0" LONG POLY TABLE. SEE SECTION
FOR MORE DETAIL.
7. PENALTY BOX WITH 6'-0" LONG BENCH. SEE SECTIONS FOR MORE
DETAIL.
8. PLAYERS BOX WITH 25'-0" LONG BENCHES AND RAISED COACHES
WALKWAY. SEE SECTIONS FOR MORE DETAIL.
9. EXTERNAL SUPPORT POSTS ON EACH SIDE OF GATE. (TYP. OF 2)
10. CAMERA HOLE IN SHEILDING. (TYP. OF 4)
MULTI PURPOSE ARENA KEYNOTES: X
1. 6'-0" HIGH TEMPERED GLASS SHIELDING WITH ALUMINUM SUPPORT
POST SYSTEM.
2. 6'-0" HIGH ALUMINUM SUPPPORTED TEMPERED GLASS SHIELDING @
BACK AND SIDE WALLS OF PLAYERS BOXES. NO GLASS @ FRONT
WALL.
3. 6'-0" HIGH ALUMINUM SUPPORTED TEMPERED GLASS SHIELDING @
FRONT WALL ,BACK AND SIDE WALLS OF PENALTY AND OFFICIALS
BOXES.
4. 15'-0" HIGH BLACK NYLON NETTING AND SUPPORTS.
5. FULL QUICK RELEASE BACKER PANEL WITH POLY GAP FILLER ALONG
ALL RAISED SURFACES. ALTERNATE BID #5: ADD PERIMETER OF
RINK AS SHOWN.
6. SCORERS BOX WITH 1'-8" X 8'-0" LONG POLY TABLE. SEE SECTION
FOR MORE DETAIL.
7. PENALTY BOX WITH 6'-0" LONG BENCH. SEE SECTIONS FOR MORE
DETAIL.
8. PLAYERS BOX WITH 28'-0" LONG BENCHES AND RAISED COACHES
WALKWAY. SEE SECTIONS FOR MORE DETAIL.
9. EXTERNAL SUPPORT POSTS ON EACH SIDE OF GATE. (TYP. OF 2)
10. TWO 8FT REMOVABLE DASHER BOARD FRAMES FOR ARENA
SOCCER. (TYP. OF 2). FURNISH GAP FILLER FRAMES TO BE
INTERGRATED WITH DASHER BOARD SYSTEM AND 12FT X 4FT ROLL
IN PLACE TYPE SOCCER NET.
DASHER GATE SCHEDULE
GATE MARK GATE WIDTH THRESHOLD
HEIGHT
POLY
THICKNESS
3"3'-0"A
1 1/4"4'-0"D
1"
3/4"
9"3'-0"B 1"
9"2'-6"C 1"
2"10'-0"E 3/4"
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
As indicated
ICE RINK DASHER BOARD
PLAN
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
DB1.0
10-4-23
220025.00
1/8" = 1'-0"1 DASHER BOARD PLAN
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
FIRST FLOOR
PLAN
100' -0"
0' - 6"
2
1
24
4
22
3
26
1516
3/4" TREATED PLYWOOD
RUBBER FLOORING
20
2431
23
20
29
18
17
19
2' - 0"0' - 8"3' - 6"0' - 8"2' - 10"6' - 0"5' - 0"
1' - 2"1' - 0"6' - 0"24
0' - 6"
DB5.0
5
DB5.0
4
FIRST FLOOR
PLAN
100' -0"
2 1
24
4
22
3
26
16
20
24
31
23
20
29
18
17
19
15
17 6' - 0"3' - 6"0' - 6"0' - 8"2' - 0"1' - 0"
23
3/4" TREATED PLYWOOD
RUBBER FLOORING6' - 0"0' - 6"6' - 0"0' - 6"
5' - 0"
DB5.0
4 DB5.0
5
ELEVATION SECTION
40 SUCTION CUPS
46
42
48
41
50
47
45
SHIELDING
46
45
45
43484744
50
41
42
46
8
1
23
48 444043
49
SHIELDING SEAM
POLY CLIP
40
KEY NOTES:
40 3/16" COATED AIRCRAFT CABLE41
4042
4043
4044
4045
4046
4047
4048
4049
4050
1/8" COATED AIRCRAFT CABLE
BOUNDED EDGE
BRASS GROMMET
NETTING
CABLE CLAMP
CONTINUOUS RIGID CONDUIT
METAL CLIPS
EYE BOLT IN SUPPORT POST
ROOF STRUCTURE ITEM THICKNESS (IN.)WIDTH/HEIGHT (IN.)LENGTH (IN.)
BOX MATERIAL
KEY NOTE
POLYETHYLENE MATERIAL
ROUTED EDGE (IN.)COLOR *
FLOOR AND COACHES WALK:
BENCH SUPPORTS:
KEY
NOTE COMPONENT DIMENSIONS (INCHES) -MIN. REQ.SHAPE
ALUMINUM FRAME SYSTEM (BASE BID)
DIMENSIONS (INCHES) -MIN. REQ. SHAPE
STEEL SYSTEM
FACING
LINE MARKINGS
KICKPLATE
TOP SILL
BACKER
SCORER'S TABLE
BENCHES
1/2
1/2
1/2
3/4
3/8
1
FULL PANEL
2 GOAL, 12 OTHER
8
FULL PANEL INCL. FACE AND BACKER
FULL PANEL
20 x 96
12
FULL PANEL
FULL PANEL HEIGHT
FULL PANEL
FULL PANEL
FULL PANEL
FULL BOX
SEE DRAWING
1/4 TOP EDGE
1/4 TOP OF KICKPLATE
1/4 FRONT AND BACK
NONE
1/4 ON FRONT TOP
3/8 TOP EDGES, 1/4 BOTTOM EDGE
WHITE
PER PLAN
YELLOW
RED
WHITE
1 1/2 x 1 1/2 x 1/8 @ 16" O.C.TUBE
1 1/2 x 2 1/2 x 1/8 TUBE
2 1/2 x 2 1/2 x 1/8 ZINC PLATED STEEL HSS
3 1/2 x 3 1/2 x 1/4 ZINC PLATED STEEL ANGLE
1/8 x WIDTH OF BENCH PLANK
15 BASE FRAME
16 ADJUSTABLE LEGS
17 VERTICAL SUPPORTS (REMOVABLE WITH SLEEVE) 4'-0" O.C. MIN.
18 HORIZONTAL SUPPORTS
19 UNDERSTRUCTURE
TOP FRONT STRINGER, STRAIGHT SECTION (HORIZONTAL)
2
3
TOP BACK STRINGER (HORIZONTAL)
5
BOTTOM BACK STRINGER (HORIZONTAL)
END PLATES (VERTICAL)
1
INTERMEDIATE POSTS (VERTICAL)-PANELS OVER 48" IN LENGTHNOT SHOWN
1 TOP FRONT STRINGER, CURVED SECTION (HORIZONTAL.)
4
BOTTOM FRONT STRINGER (HORIZONTAL)
1 1/2 x 3 x 1/8 TUBE
1 1/2 x 3 x 1/8 TUBE
1/4 x 6 WITH 1 1/2 FLANGE FOR FRONT SIDE ONE
1 1/2 x 3 x 3/16
AND 3" FLANGE FOR GATE HARDWARE ON BACK.
TUBE
REINFORCED CORNERS, SLOTTED FOR SHIELDING.
PIECE
EXTRUSION
1 1/2 x 3 x 1/8
1 x 3 x 1/8 TUBE
1 1/2 x 3 x 3/16 CHANNEL
CHANNEL
10
ANCHOR PLATES (2 PER PANEL) 5 1/4 x 4 1/2 WITH 3/4 HOLE IN CENTER PLATE
INTERMEDIATE POST FOR BACKER PANELS
INTERMEDIATE POSTS (VERTICAL)-PANELS OVER 60" IN LENGTH
20
22
23
24
25
28
MIDDLE FRONT STRINGER, STRAIGHT SECTION (HORIZONTAL) TUBE1 1/2 x 3 x 1/8
MIDDLE BACK STRINGER, STRAIGHT SECTION (HORIZONTAL)TUBE1 1/2 x 3 x 1/8
6
11
BACKER 1/2 FULL PANEL FULL PANEL NONE WHITE
29
ANCHOR BOLTS AND WASHER (2 PER PANEL)5/8 x 2 BOLT
12
ANCHOR INSERT - THREADED 3 BOLT
13
GAP CLOSURE-POLY 1/4 3 X 3 SEE SPEC FRONT EDGE WHITE31
1 1/2 x 3 x 1/8
1 1/2 x 3 x 1/8
TUBE
TUBE
1 1/2
NOT SHOWN
NOT SHOWN
NOT SHOWN
WHITE
BLACK
WATER BOTTLE SHELVES WHITE
26
1/4 TOP EDGE
PRECAST ANCHOR INSERTS - THREADED FULL DEPTH OF FLOOR BOLT14
1/2 FULL PANEL FULL PANEL NONE
1 1/2 x 1 1/2 x 1/8 @ 16" O.C. TUBE
1 1/2 x 2 1/2 x 1/8 TUBE
2 1/4 x 2 1/4 x 12 GAUGE TUBE
3 1/2 x 3 1/2 x 1/4 ANGLE
ZINC PLATED STEEL
1/8 x WIDTH OF BENCH PLANK
ANGLE
TUBE
ANGLE
ANGLE
2 x 2 x 3/16
2 x 2 x 3/16
1 x 1 x 14 GAUGE
2 x 2 x 1/4
2 x 1 1/2 x 1/4 ANGLE
2 x 6 x 11 GAUGE W/ 3/4" CHANNEL
RETURN EDGES
5 x 5 x 1/2 PLATE
1 x 2 x 14 GAUGE TUBE
3 x 2 x 11 GAUGE TUBE
ANGLE2 x 2 x 3/16
ANGLE2 x 2 x 3/16
5/8 x 2 BOLT
3 BOLT
DASHER BOARD MATERIAL SCHEDULE
3/8"
6"
1/2"
8"
5
22
25
6
11
12
14
PERIMETER CONCRETE.
SEE STRUCTURAL
EXPANSION JOINT.
SEE DETAIL ICE-81
1/2"
6"
1/2"
5
25
6
13
11
12
25
FIRST FLOOR
PLAN
100' -0"
5' - 0"
0' - 6"
0' - 6"3' - 6"6' - 0"6' - 0"6' - 0"2 1
24
4
22
3
10
23
20
28
(3 TOTAL)
16
20
24
31
15
23
3/4" TREATED PLYWOOD
RUBBER FLOORING0' - 8"0' - 8"3" DIA. SPEAKER HOLE
5'-0" ABOVE ICE SURFACE
DB5.0
4 DB5.0
5
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
As indicated
ICE RINK DASHER BOARD
SECTIONS AND DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
DB5.0
10-4-23
220025.00
3/4" = 1'-0"1 MERCYHEALTH ARENA @ PLAYERS BOX
3/4" = 1'-0"2 MERCYHEALTH ARENA @ PENALTY BOX
3" = 1'-0"5 DASHER BOARD ANCHOR DETAIL
3" = 1'-0"4 DASHER BOARD ANCHOR DETAIL 2
3/4" = 1'-0"3 MERCYHEALTH ARENA @ OFFICALS BOX
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET
FIRST FLOOR
PLAN
100' -0"
0' - 6"0' - 8"3' - 6"6' - 0"2 1
24
4
22
3
23
20
DB5.0
5
FIRST FLOOR
PLAN
100' -0"
0' - 6"3' - 6"0' - 8"6' - 0"2 1
24
4
22
3
23
20
31BEGIN AT RAMPS IN CORNERS
DB5.0
5
FIRST FLOOR
PLAN
100' -0"2' - 10"0' - 6"0' - 8"3' - 6"6' - 0"2
1
24
4
22
3
23
20
31
DB5.0
5
FIRST FLOOR
PLAN
100' -0"
0' - 6"0' - 8"3' - 6"0' - 6"3' - 6"6' - 0"2' - 10"1' - 2"1' - 0"
1516
5' - 0"0' - 8"2' - 0"0' - 8"1' - 4"
2
1
24
4
22
3
26
1516
20
23
23
20
29
18
17
19
3/4" TREATED PLYWOOD
RUBBER FLOORING
ALTERNATE BID
AS SPECIFIED
24
DB5.0
4
DB5.0
5
FIRST FLOOR
PLAN
100' -0"
0' - 6"0' - 8"3' - 6"6' - 0"2 1
24
4
22
3
23
20
DB5.0
51' - 6"FIRST FLOOR
PLAN
100' -0"
0' - 6"0' - 8"3' - 6"6' - 0"2' - 0"2
1
24
4
22
3
23
20
DB5.0
51' - 6"FIRST FLOOR
PLAN
100' -0"
0' - 6"0' - 8"3' - 6"6' - 0"2 1
24
4
22
3
23
20ALTERNATE BID
AS SPECIFIED
DB5.0
5
FIRST FLOOR
PLAN
100' -0"
2 1
24
4
22
3
10
23
20
28
1615
5' - 0"
0' - 6"0' - 6"0' - 8"3' - 6"6' - 0"6' - 0"3' - 6"0' - 8"3/4" TREATED PLYWOOD
RUBBER FLOORING
2024
23
ALTERNATE BID
AS SPECIFIED
(3 TOTAL)
DB5.0
4 DB5.0
5
3" DIA. SPEAKER HOLE
5'-0" ABOVE ICE SURFACE
FIRST FLOOR
PLAN
100' -0"
15160' - 8"15162' - 0"0' - 6"
0' - 6"
1' - 0"0' - 8"6' - 0"3' - 6"5' - 0"
3' - 6"
0' - 6"3' - 6"6' - 0"2 1
24
4
22
3
26
20
24
23
20
29
18
17
19
17
23
3/4" TREATED PLYWOOD
RUBBER FLOORING
ALTERNATE BID
AS SPECIFIED
DB5.0
4
DB5.0
5
Consultant:
Project:
Location:
Sheet:
Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:
Date:
Project No.:
Sheet No.:
Revisions:
(Owner) Project No.:
No:Date:Description:
2211 O' Neil Road -Hudson, WI 54016
Phone: (651) 256-3090
www.B32eng.com
C2023-15
3/4" = 1'-0"
ICE RINK DASHER BOARD
SECTIONS AND DETAILS
WOODMAN'S SPORTS &
CONVENTION CENTER
(WSCC)
2500 Milton Avenue
Janesville, WI 53545
Bid Set Documents
DB5.1
10-4-23
220025.00
3/4" = 1'-0"1 MERCYHEALTH ARENA @ FLOOR (N)
3/4" = 1'-0"2 MERCYHEALTH ARENA @ FLOOR (S)
3/4" = 1'-0"5 MULTIPURPOSE ARENA @STADIA
3/4" = 1'-0"7 MULTIPURPOSE ARENA @ PLAYERS BOX
3/4" = 1'-0"3 MERCYHEALTH ARENA @ STADIA (E)
3/4" = 1'-0"4 MERCYHEALTH ARENA @ STADIA (W)
3/4" = 1'-0"6 MULTIPURPOSE ARENA @ FLOOR
3/4" = 1'-0"9 MULTIPURPOSE ARENA @ OFFICALS BOX3/4" = 1'-0"8 MULTIPURPOSE ARENA @ PENALTY BOX
10/13/2023
Location:
2510 Milton Avenue
Janesville, WI 53545
10/04/2023
BID DOCUMENT SET