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C2023-15 Addendum #3
CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER December 8, 2023 ADDENDUM NO. 3 Please note the following changes / clarifications to the bid documents. GENERAL This Addendum is issued to modify, explain, and amend the originally issued Specifications and Drawings dated 10/4/2023 and issued via QuestCDN on 11/3/2023 Addendum No. 1, issued and dated 11/20/2023 and Addendum No. 2 issued and dated 12/01/2023 and is hereby made a part of the Contract Documents. Please acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may result in Bidder disqualification. Please see Spec 13 18 11 – Ice Rink General Requirements – Section 1.02 – Quality Assurance B.1 for the list of the Approved Ice Rink Contractors, issued in this Addendum. This Addendum consists of 121 pages that contains the following attachments: 12 Substitution Requests 7 Specification Sections 1 FF&E Matrix 32 Drawing Sheets PLEASE INSERT THIS ADDENDUM IN THE PROJECT MANUAL SUBSTITUTION REQUESTS Substitution Request forms for approved and rejected substitutions are attached at the end of this narrative, as Exhibit A and are listed below by Specification Section: 03 30 10 – Moisture Vapor Reducing Admixture 03 35 00 – Concrete Hardener / Sealer 07 27 26 – Air and Vapor Retarder 08 71 00 – Door Hardware - cylinders – Sargent 08 71 00 – Door Hardware – mortise lock – Sargent 09 65 66.13 – Rubber Tile Athletic Flooring 09 67 00 – Fluid Applied Flooring 10 22 26 – Paired Panel Operable Partitions 11 40 00 – Food Service Equipment - Global Solutions 11 40 00 – Food Service Equipment - Infinity Metal 11 40 00 – Food Service Equipment - InSinkErator 11 40 00 – Food Service Equipment - TS Brass CITY OF JANESVILLE ADDENDUM NO. 3 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 2 of 7 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER BIDDER QUESTIONS The Equipment list on FS101 items 72, 74 and 79 indicate P.O.S Counter is to be provided by Millwork supplier. On Architectural sheets we find no section, call out, etc. to determine what these products or details are to be at Concessions and Beer Sales rooms. Please provide details and clarification of what these are to be. • This is a millwork countertop to be coordinated with the food service installation. See detail 16/A7.5 as provided in attached updated drawing sheet. Specification Item 72, 74,79 Serving Counter – Change to “BY OTHER” – Unit is to be provided by millwork contractor, cost should not be included in the bid. • This is a millwork countertop to be coordinated with the food service installation. See detail 16/A7.5 as provided in attached updated drawing sheet. On Sheet AD2.1 it states to “…provide an allowance for drain tile to be installed if required.” Please identify the value of allowance that is to be included in the bid so that all bidders carry the same amount. • No allowance needed as drain tile in not in project scope, note removed from AD2.1 in this Addendum. On the drawings we are unable to determine where the products called for in Specification Section 12 60 10 – Locker Room Seating and Section 12 60 30 – Locker Room Shelf, Coat Hooks are located at. Please confirm if these sections are applicable to the project and if so where these items are located at. • Specification 12 60 30 - Locker Room Shelving and Hooks as updated in Addendum 01 includes sports equipment hook product information. Item locations are noted on updated plan sheets in Addendum 01. On the FF&E matrix Room202 it states that Undercounter Refrigerator is to be Contractor Supplied and Installed. On elevation 4/A8.9 it states that the Undercounter Refrigerator is to be provided by Owner. Please clarify and if to be provided by Contractor please provide product details. • This refrigerator is to be Owner provided and installed. FF&E revised in this Addendum. The footer of section 09 65 66.13 Rubber tile Athletic Flooring indicated 09 65 00. Please consider correcting to avoid confusion. • Specification 09 65 66.13 is revised to correct the footer as attached in this Addendum. Specification section 07 53 23 Fully Adhered EPDM Roof System 1.9.C.5&6. The warranty needs to specify the included and excluded damages due to wind speeds, please specify. • Damages due to wind speeds up to 120 miles per hours ultimate wind speed. See Specification 07 53 23 as issued in Addendum 3. Part 1 General, 1.9 Warranty, C provides a complete list of inclusions/exclusions. Details 9, 13, 15, 16/A7.0 similar show <FLASH 04> terminating before reaching the interior/primary glazing seal and is also called for in the keynotes to “terminate in shim space”. Should <FLASH 04> terminate at the interior primary glazing seal for continuity of vapor barrier? • The dashed line <FLASH 04> is Tyvek, an air barrier as noted in the Base Bid. There is no vapor retarder when using sprayed polyurethane foam insulation. CITY OF JANESVILLE ADDENDUM NO. 3 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 3 of 7 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER All frames will be quoted as standard 5-3/4" overall depth. • Frames shall be quoted to fit in wall types detailed on A10.0 and as noted on overall, enlarged or detail plans as keyed on the Construction Documents. Specs are unclear on the FRP door brand (listed as curries but curries no longer makes FRP doors) and model number required. Can you provide any further information? • See Specification 08 16 13 - Fiber Reinforced Plastic Doors as revised and issued with this Addendum. Specification 102226 Operable Partitions do not include Pocket Doors, but they are drawn on the plans. Are Pocket Doors to be included? • Pocket doors are an included accessory. Please see Specification 10 22 26 Section 2.7, item A revised in Addendum 1. Specification 102226 Operable Partitions note single panels but are drawn as paired panels. Do we proceed with Paired Panels? • Please proceed with paired panels in the Multi-Use Convention Space and between Meeting Room A and B. See Specification 10 22 26 revised in Addendum 1. Specification 102226 Operable Partitions note 3” thick panels, but they need to be 4” thick for panels taller than around 16’ tall. Can we proceed with bidding 4” thick panels? • We have two different locations of paired panel operable partitions specified in section 10 22 26. The Meeting Rooms, which will be 10’ - 4” tall will be 3” thick, and the Multi-Use Convention Space (23’ -0” Tall) will be 4.25” thick. See Specification 10 22 26 Section 2.3 as issued in Addendum 1. It appears that the vast majority of the walls are block walls CMU and are unable to determine if any walls are stud frames on the interior except with the possibility at openings A131.1 and 133.2 - does that appear to be a correct assumption? • Wall types are called out on plans and enlarged plans. See A10.0 in the Base Bid for wall types. For Cast in place concrete stairs on precast stadia on S2.0a and S2.0b, I am following 2,3 and 4 on A7.3. I could not find anything on the structural pertaining to this • See detail 4/A7.3 as issued in original bid documents for cast in place stair connection to structural stadia risers. Looking through the drawings and specs for the Woodman's Sport & Convention Center, I could not find which type of insulation that you would like for the precast panels. I noticed it calls out for 4" rigid insulation. Would this be XPS or EPS foam? • In Specs 03 45 00 Section 2.01 – T indicates code required R value. Wall panel shall be net R = 20. Precast contractor shall provide isothermal analysis to determine expected R-values for wall panel system, accounting for cold-transfer of connectors between wythes and solid concrete block-outs. Provide rigid insulation as described in Specification 07 21 00 Building Insulation to meet the above request. CITY OF JANESVILLE ADDENDUM NO. 3 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 4 of 7 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER What is the quantity of the scoreboards? · Multi-Use Convention #156 - Provide (3) Wall mounted scoreboards (referred to as Gym in Spec Section 11 66 43) as shown on basketball court diagram on A8.2 in the Base Bid and (4) Wall mounted scoreboards as shown on A8.10 in Add Alternate 1, Key Noted 89a. · Multi-Purpose Area #154 (Referred to as Multipurpose in Spec Section 11 66 43) has (2) Wall mounted Scoreboards, Key Noted 89. · Mercy Health Arena #136 (Referred to as Hockey in Spec Section 11 66 43) has (2) Rail Mounted Scoreboards, Key Noted 89. · Provide 1 portable scoreboard per volleyball court as shown on volleyball court diagram on A8.2 in the Base Bid and A8.10 in Add Alternate 1 Are the scoreboards by others as noted in the plans? · Scoreboards are in Specification 11 66 43 of the Base Bid. Plan keynotes have been revised on the drawings in this Addendum to reflect the correct information. Can free air fire alarm cables be assumed as suitable for use above accessible ceilings? · Yes, it would be an acceptable installation per the specifications. Is there a particular reason that power branch circuits are not being fed from the closest electrical panel? Example E2.1c Room 112 Admin outlets are being feed from panel LP1. When LP2 is very close. Can we alter where loads are being feed from to be most efficient. · Yes, it would be acceptable to alter location from which circuits are sourced. Contractor to take full responsibility of altered source location and each modified panel’s total demand. SPECIFICATIONS 07 53 23 – Fully Adhered EPDM Roof System · Revise section 08 16 13 – Fiber Reinforced Plastic Doors · Revise section 09 65 66.13 – Rubber Tile Athletic Flooring · Revise section 09 90 00 – Painting & Coatings · Revise section 10 28 00 – Toilet Accessories · Revise section 13 18 11 – Ice Rink General Requirements · Delete section in its entirety. · Replace with the attached section. 13 18 16 – Ice Rink Dasher Board System and Accessories · Delete section in its entirety. · Replace with the attached section. CITY OF JANESVILLE ADDENDUM NO. 3 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 5 of 7 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER FF&E MATRIX Spreadsheet is revised in its entirety. DRAWINGS CIVIL SHEET C1.13 SITE PLAN – SOUTH • Approximate conduit locations have been added to the plans. • Full depth pavement limits have been adjusted based on locations of conduits. ARCHITECTURAL/INTERIORS A0.1 - TYPICAL MOUNTING HEIGHTS AND CLEARANCES • Body wash and shampoo dispenser mounting heights added in ADA shower detail AD2.1 - FIRST FLOOR DEMOLITION PLAN - OVERALL • Note regarding drain tile allowance deleted A2.1c - FIRST FLOOR PLAN - NW QUAD • Callout to detail 16/A10.2 has been deleted and replaced with CG1 note on finish plan A11.1. • Furring added to Family RR room 106 A3.1 - FIRST FLOOR REFLECTED CEILING PLAN • Removed acoustic baffle note A3.1a - FIRST FLOOR REFLECTED CEILING PLAN – NE QUAD • Removed acoustic baffle note • Addition of paired partition detail. • Scoreboard callouts clarified with keynote 89/89a A3.1b - FIRST FLOOR REFLECTED CEILING PLAN – SE QUAD • Scoreboard callouts clarified keynote 89 A3.1c - FIRST FLOOR REFLECTED CEILING PLAN – SW QUAD • Scoreboard callouts clarified keynote 89 A3.1d - FIRST FLOOR REFLECTED CEILING PLAN – NW QUAD • Removed acoustic baffle note • Addition of paired partition detail • Scoreboard callouts clarified with keynote 89/89a A4.0 - EXTERIOR ELEVATIONS • Smooth precast locations clarified. See keynotes E1, E1a, and E1b A4.5 - ELEVATIONS - PRECAST PANELS • Smooth precast and accent sealer precast locations clarified. A7.4 - INTERIOR DETAILS • Addition of paired panel operable partition details in views 11-13 • View 2 ice pit detail pit elevation corrected to show 96’ – 0” to match structural. A7.5 - INTERIOR DETAILS • Added typical food service counter detail • Revised skate rental desk details to show additional information A7.6 - INTERIOR DETAILS CITY OF JANESVILLE ADDENDUM NO. 3 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 6 of 7 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER • Drink rail details revised to show additional information A8.0 - ENLARGED FLOOR PLANS - RESTROOMS • Callout to detail 16/A10.2 has been deleted and replaced with CG1 note on finish plan A11.1 • Wall types added and revised on view 10 in room 106 A8.1 - ENLARGED FLOOR PLANS - ADMINISTRATION AND CONCESSIONS • Coiling door dimensions adjusted • Food service transaction counter section provided • Wall type B2 locations clarified A8.2 - ENLARGED FLOOR PLANS - SPORT COURTS • Keynote 89a added for clarity of location of scoreboard types • Keynote 89 wording revised for clarity A9.0 - INTERIOR ELEVATIONS • Sanitary napkin disposal locations clouded, see keynote T29 • Shampoo/body wash dispensers located, see keynotes T28 A9.1 - INTERIOR ELEVATIONS • Coiling door dimensions adjusted A10.1 - DOOR AND FRAME TYPES • Coiling door dimensions adjusted A10.2 - DOOR AND FRAME DETAILS • Delete detail 16 A11.1 - FIRST FLOOR FINISH PLAN - OVERALL • CG1 tag added in exchange of detail 16/A10.2 A2.4a - FIRST FLOOR PLAN - ADD ALT 1 - NW QUAD • Pocket sizes for paired partitions adjusted • Wall type B2 locations clarified • Added paired partition tags A3.3 - FIRST FLOOR REFLECTED CEILING PLAN - ADD ALT 1 • Pocket sizes for paired partitions adjusted • Added paired partition keynotes. • Changed ceiling heights in rooms 187 and 188 A3.3a - FIRST FLOOR REFLECTED CEILING PLAN - ADD ALT 1 - NW QUAD • Pocket sizes for paired partitions adjusted • Added paired partition detail callouts and keynotes. • Ceiling heights in rooms 187 and 188 changed. A8.10 - ENLARGED FLOOR PLANS - SPORT COURTS - ADD ALT 1 • Keynote 47/45 adjusted • Keynote 89a added for clarity of location of scoreboard types STRUCTURAL S1.0a – FOUNDATION PLAN – SE QUAD • Revise plan as noted S1.0d – FOUNDATION PLAN – SW QUAD • Revise plan as noted S2.1 – ROOF FRAMING PLAN AT ALTERNATE 1 & 2 CITY OF JANESVILLE ADDENDUM NO. 3 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 7 of 7 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER • Revise plan as noted S2.1c – ROOF FRAMING PLAN – NW QUAD • Revise plan as noted S5.5 – DETAILS • Revise detail #12 added & detail 13 as noted ELECTRICAL ES1.0 – ELECTRICAL SITE PLAN - NEW • Add plan general notes END OF ADDENDUM NO. 3 THIS PAGE INTENTIONALLY BLANK EXHIBIT A 220025.00 01 25 19 - 1 Substitution Request Form © Zimmerman Architectural Studios, Inc. DOCUMENT 01 25 19 SUBSTITUTION REQUEST FORM DATE: ________________, ____, 2024 TO: ATTENTION: PROJECT: 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product __________ __________ ____________________________________ Proposed Substitution: Reason for Substitution: 1.2 Product Data: Attach complete technical data for both the specified product and the proposed substitution. Include information on changes to Contract Documents that the proposed substitution will require for its proper installation. 1.3 Samples: ___ Attached ___ Will be furnished upon request Does the substitution affect dimensions shown on Drawings? ___ No ___ Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: November 28 Woodman's Sports and Convention Center (220055.00) Brian Hatzung Zimmerman Architectural Studios 033000 2.01 Spraylock SCP 327 SINAK VC-5 Improved standard warranty, accelerate schedule, zero VOC None Improved warranty, zero VOC 220025.00 01 25 19 - 2 Substitution Request Form © Zimmerman Architectural Studios, Inc. Manufacturer's warranties of the proposed substitution are: ___ Same ___ Different (explain) Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project: Project: Owner: Owner: Architect: Architect: Date Installed: Date Installed: Cost savings to be realized by Owner, if proposed substitution is approved: Change to Contract Time, if proposed substitution is approved: ___ No Change ___ Add ________ days ___ Deduct ________ days Submitted by Contractor: Signature Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. ___ Approved ___ Approved as Noted ___ Rejected Submit Additional Information: By: Date: SINAK (Manufacturer) warranty that does not require certified application and includes hydrostatic pressure VC-5 includes a standard 20-year NA N/A 23 Childrens Wisconsin Childrens Wisconsin Cannon Design Marshfield Clinic Marshfield Clinic 2022 - multiple phases Zimmerman / HDR 9/16/2016 SUBMITTAL REVIEW Conforms with Design Concept No Exceptions Taken Conforms with Design Concept Note Markings Engineer's review is for limited purposes of checking conformance with the design concepts and contract documents. Makings or comments shall not be construed as relieving the contractor from compliance with the project, plans, specifications, addenda, change orders,laws, codes, and regulations, nor departures there from. The contractor remains responsible fordetails, accuracy, means, and methods for conforming and correlating all quantities and dimensions for selecting fabrication processes for techniques of assembly, sequences, procedures, for performing work in a safe manner, and for timely coordination of work. Revise and Resubmit As Noted Rejected Date: 12/01/2023 Mandi K. HARWOOD ENGINEERING CONSULTANTS, LTD. 255 N 21 St, Milwaukee, WI 53233 Ph: 414.475.5554 Fx: 414.773.9299 Product not equal 220025.00 01 25 19 - 1 Substitution Request Form © Zimmerman Architectural Studios, Inc. DOCUMENT 01 25 19 SUBSTITUTION REQUEST FORM DATE: ________________, ____, 2024 TO: ATTENTION: PROJECT: 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product __________ __________ ____________________________________ Proposed Substitution: Reason for Substitution: 1.2 Product Data: Attach complete technical data for both the specified product and the proposed substitution. Include information on changes to Contract Documents that the proposed substitution will require for its proper installation. 1.3 Samples: ___ Attached ___ Will be furnished upon request Does the substitution affect dimensions shown on Drawings? ___ No ___ Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: November 28 Woodman's Sports and Convention Center (220055.00) Brian Hatzung Zimmerman Architectural Studios 033500 2.01 Hardener/Sealer SINAK LithoHard Ease of application, reduced waste None LithoHard's simple spray application requires no broom, squeegee, microfiber, or auto scrubber and leaves no residue or waste on the surface that will require disposal 220025.00 01 25 19 - 2 Substitution Request Form © Zimmerman Architectural Studios, Inc. Manufacturer's warranties of the proposed substitution are: ___ Same ___ Different (explain) Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project: Project: Owner: Owner: Architect: Architect: Date Installed: Date Installed: Cost savings to be realized by Owner, if proposed substitution is approved: Change to Contract Time, if proposed substitution is approved: ___ No Change ___ Add ________ days ___ Deduct ________ days Submitted by Contractor: Signature Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. ___ Approved ___ Approved as Noted ___ Rejected Submit Additional Information: By: Date: SINAK (Manufacturer) N/A $0.25 /sqft labor and material 0.5 X 12/1/2023Heather Wogsland 220025.00 00 43 25 - 1 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. DOCUMENT 00 43 25 SUBSTITUTION REQUEST FORM DURING PROCUREMENT DATE: ________________, ____, 2023 TO: ATTENTION: PROJECT: 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product __________ __________ ____________________________________ Proposed Substitution: Reason for Substitution: 1.2 Product Data: Attach complete technical data for both the specified product and the proposed substitution. Include information on changes to Contract Documents that the proposed substitution will require for its proper installation. 1.3 Samples: ___ Attached ___ Will be furnished upon request Does the substitution affect dimensions shown on Drawings? ___ No ___ Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: December 1 Zimmerman Architectural Studios Mark Natzke City of Janesville - Woodman's Sports and Convention Center 07 27 26 2.1 Fire Resistant Barritech NP NaturaSeal NS A250 LP Contractor's Request X X No effect on other trades. **differences found in side by side comparative data attached** X 12/05/2023Heather Wogsland 220025.00 00 43 25 - 1 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. DOCUMENT 00 43 25 SUBSTITUTION REQUEST FORM DURING PROCUREMENT DATE: ________________, ____, 2023 TO: ATTENTION: PROJECT: 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product __________ __________ ____________________________________ Proposed Substitution: Reason for Substitution: 1.2 Product Data: Attach complete technical data for both the specified product and the proposed substitution. Include information on changes to Contract Documents that the proposed substitution will require for its proper installation. 1.3 Samples: ___ Attached ___ Will be furnished upon request Does the substitution affect dimensions shown on Drawings? ___ No ___ Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: X X Competitive bidding None None November 10 Zimmerman Design Group Mark Natzke Woodman's Sports & Convention Center 08 71 00 2.14.A Schlage Everest Cylinders and Keys Sargent Degree Series Cylinders and Keys 220025.00 00 43 25 - 2 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. Manufacturer's warranties of the proposed substitution are: ___ Same ___ Different (explain) Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project: Project: Owner: Owner: Architect: Architect: Date Installed: Date Installed: Cost savings to be realized by Owner, if proposed substitution is approved: Change to Contract Time, if proposed substitution is approved: ___ No Change ___ Add ________ days ___ Deduct ________ days Submitted by Contractor: Signature Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. ___ Approved ___ Approved as Noted ___ Rejected Submit Additional Information: By: Date: X National and local distribution 20%-25% X Dawn Munoz ASSA ABLOY Door Security Solutions Mulva Convention Center, Appleton, WI Mulva Family Foundation Skidmore Owings & Merrill June 2023 Clow Hall & Nursing Education Renovation UW-Oshkosh Kahler Slater March 2023 Heather Wogsland X 12/4/2023 220025.00 00 43 25 - 1 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. DOCUMENT 00 43 25 SUBSTITUTION REQUEST FORM DURING PROCUREMENT DATE: ________________, ____, 2023 TO: ATTENTION: PROJECT: 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product __________ __________ ____________________________________ Proposed Substitution: Reason for Substitution: 1.2 Product Data: Attach complete technical data for both the specified product and the proposed substitution. Include information on changes to Contract Documents that the proposed substitution will require for its proper installation. 1.3 Samples: ___ Attached ___ Will be furnished upon request Does the substitution affect dimensions shown on Drawings? ___ No ___ Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: X X Competitive bidding None None November 10 Zimmerman Design Group Mark Natzke Woodman's Sports & Convention Center 08 71 00 2.7.A Schlage L9000 Series Mortise Locks Sargent 8200 Series Mortise Locks 220025.00 00 43 25 - 2 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. Manufacturer's warranties of the proposed substitution are: ___ Same ___ Different (explain) Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project: Project: Owner: Owner: Architect: Architect: Date Installed: Date Installed: Cost savings to be realized by Owner, if proposed substitution is approved: Change to Contract Time, if proposed substitution is approved: ___ No Change ___ Add ________ days ___ Deduct ________ days Submitted by Contractor: Signature Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. ___ Approved ___ Approved as Noted ___ Rejected Submit Additional Information: By: Date: X National and local distribution 20%-25% X Dawn Munoz ASSA ABLOY Door Security Solutions Mulva Convention Center, Appleton, WI Mulva Family Foundation Skidmore Owings & Merrill June 2023 Clow Hall & Nursing Education Renovation UW-Oshkosh Kahler Slater March 2023 X 12/4/2023Heather Wogsland DATE: TO: ATTENTION: PROJECT: DOCUMENT 01 25 19 SUBSTITUTION REQUEST FORM , 2024 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No.Paragraph Specified Product Proposed Substitution: Reason for Substitution: 1.2 Product Data: Attach complete technical data for both the specified product and the proposed substitution. Include information on changes to Contract Documents that the proposed substitution will require for its proper installation. 1.3 Samples: Attached Will be furnished upon request Does the substitution affect dimensions shown on Drawings? No Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: 220025.00 01 25 19 -1 Substitution Request Form © Zimmerman Architectural Studios, Inc. November 22, 2023 Zimmerman Architectural Studios, Inc. Brian Hatzung Woodman's SPorts & Convention Center 096500 SportFloor Stamina mat by North West Rubber 3/8"2.1A - 7 DynaFit 3/8" By Dynamic Sports Construction Competitive bidding X X no effect none - products are equal 09 65 66.13 Manufacturer's warranties of the proposed substitution are: Same Different (explain) Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project:Project: Owner:Owner: Architect:Architect: Date Installed:Date Installed: Cost savings to be realized by Owner, if proposed substitution is approved: Change to Contract Time, if proposed substitution is approved: No Change Add Submitted by Contractor: days Deduct days Signature Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. Approved Approved as Noted Rejected Submit Additional Information: By:Date: 220025.00 01 25 19 -2 Substitution Request Form © Zimmerman Architectural Studios, Inc. X Dynamic Sports Construction, Inc. Undetermined, but expected X Jackson Correctional HSR Associates June 2023 Black River Falls WI Kirby Foray, Regional Vice President Dynamic Sports Construction, Inc x Emma Hyder 12-6-23 X 12/05/2023Heather Wogsland 6XEVWLWXWLRQ5HTXHVW)RUP =LPPHUPDQ$UFKLWHFWXUDO6WXGLRV,QF '2&80(17 68%67,787,215(48(67)250 '$7( BBBBBBBBBBBBBBBBBBBB 72 $77(17,21 352-(&7 :HVXEPLWIRU\RXUFRQVLGHUDWLRQWKHIROORZLQJSURGXFWDVDVXEVWLWXWLRQIRUWKHVSHFLILHGSURGXFW 6HFWLRQ1R 3DUDJUDSK 6SHFLILHG3URGXFW BBBBBBBBBB BBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB 3URSRVHG6XEVWLWXWLRQ 5HDVRQIRU6XEVWLWXWLRQ 3URGXFW'DWD $WWDFKFRPSOHWHWHFKQLFDOGDWDIRUERWKWKHVSHFLILHGSURGXFWDQGWKHSURSRVHGVXEVWLWXWLRQ,QFOXGH LQIRUPDWLRQRQFKDQJHVWR&RQWUDFW'RFXPHQWVWKDWWKHSURSRVHGVXEVWLWXWLRQZLOOUHTXLUHIRULWVSURSHU LQVWDOODWLRQ 6DPSOHV BBB$WWDFKHGBBB:LOOEHIXUQLVKHGXSRQUHTXHVW 'RHVWKHVXEVWLWXWLRQDIIHFWGLPHQVLRQVVKRZQRQ'UDZLQJV" BBB1R BBB<HV H[SODLQ (IIHFWVRISURSRVHGVXEVWLWXWLRQRQRWKHU:RUN 'LIIHUHQFHVEHWZHHQSURSRVHGVXEVWLWXWLRQDQGVSHFLILHG3URGXFW December 4th Zimmerman Architectural Studios, Inc. 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SECTION 07 53 23 FULLY ADHERED EPDM (ETHYLENE-PROPYLENE-DIENE-MONOMER) ROOF SYSTEM PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Furnish and install a complete EPDM roofing system, including: a. Roofing Manufacturer's requirements for a 30 year warranty. Confirm with the Roofing System Manufacturer all steps required to complete the installation of a 30-year warranted roof. b. Preparation of roofing substrates c. Wood nailers for roofing attachment d. Vapor barrier (optional) e. Insulation f. Adhered EPDM membrane g. Metal roof edging and copings h. Flashings i. Walkway pads j. Other roofing-related items specified or indicated on the drawings or otherwise necessary to provide a complete weatherproof roofing system. 2. This specification includes requirements needed to ensure a 30-year warranty. The Contractor must confirm with the Roofing System Manufacturer all steps required to complete the installation of a 30-year warranted roof system prior to commencement of work. B. Related Sections: 1. Section 05 31 00 - Steel Decking: Placement of acoustical insulation for deck flutes. 2. Section 06 09 00 - Rough Carpentry: Wood nailers and curbs. 3. Section 07 62 00 - Sheet Metal Flashing and Trim: Counterflashings, reglets. 1.3 REFERENCE STANDARDS A. ASTM International (ASTM): 1. ASTM C728 - Standard Specification for Perlite Thermal Insulation Board 2017a. 2. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 2017. 3. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board 2022. 4. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-- Tension 2016 (Reapproved 2021). 5. ASTM D570 - Standard Test Method for Water Absorption of Plastics 1998 (Reapproved 2018). 6. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers 2000 (Reapproved 2020). 7. ASTM D746 - Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact 2020. 8. ASTM D1079 - Standard Terminology Relating to Roofing and Waterproofing. 9. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness 2015 (Reapproved 2021). 220025.00 07 53 23 - 2 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. 10. ASTM D4263 - Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method 1983 (Reapproved 2018). 11. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply Roof Membrane 2015 (Reapproved 2021). 12. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials 2021. 13. ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes 2019a. B. Other Standards: 1. FM (AG) - FM Approval Guide current edition. 2. FM DS 1-28 - Wind Design 2016. 3. NRCA (WM) - The NRCA Waterproofing Manual 2021 4. The NRCA Roofing Manual: Membrane Roof Systems. 5. UL (DIR) - Online Certifications Directory Current Edition. 1.4 DEFINITIONS A. Definitions in the current editions of ASTM D1079 and NRCA's “The NRCA Roofing Manual: Membrane Roof Systems” apply to work of this Section. 1.5 QUALITY ASSURANCE A. This roofing system must be installed by an Authorized Roofing Applicator of the Roofing System Manufacturer in compliance with shop drawings as approved by the Roofing System Manufacturer. B. Upon request, an inspection shall be conducted by a Field Service Representative of the Roofing System Manufacturer to ascertain that the membrane roofing system has been installed according to the Roofing System Manufacturer’s published specifications and details applicable at the time of bid. This inspection is to determine whether a warranty shall be issued. It is not intended as a final inspection for the benefit of the owner. C. For specific code approvals achieved with this system, refer to the Manufacturer’s EPDM Code Approval Guide, DORA (Directory of Roof Assemblies), FM Approvals or UL Fire Resistance Directory for Roofing Materials and Systems. D. The 2015 International Building Code (IBC), as modified by the State of Wisconsin Chapters SPS 361- 366 - Commercial Building Code, governs the requirements for products, materials, components, and systems that are indicated on the Drawings and specified in the Project Manual. 1.6 SUBMITTALS A. Submittals for this specification section must be 100% complete and in one (1) package. 1. Only the actual samples required shall be allowed as a separate submittal. 2. Non- complete submittals will be returned to the contractor without comment and stamped “rejected-resubmit”. 3. Contractors who knowingly want to submit non-complete submittals or break single system submittals into multiple submittals will be responsible to arrange with Architect, prior to submitting the submittal(s), and to compensate Architect for the extra work involved B. Submittal Package: 1. Product Data a. Provide membrane Manufacturer's printed data sufficient to show that all components of roofing system, including insulation and fasteners, comply with the specified requirements and with the membrane Manufacturer's requirements and recommendations for the system type specified; include data for each product used in conjunction with roofing membrane. 220025.00 07 53 23 - 3 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. b. Where UL or FM requirements are specified, provide documentation that shows that the roofing system to be installed is UL-Classified or FM-approved, as applicable. Include data itemizing the components of the classified or approved system. 2. Installation Instructions a. Provide Manufacturer's instructions to Installer, marked up to show exactly how all components will be installed. b. Where instructions allow installation options, clearly indicate which option will be used. 3. Shop Drawings a. Note: Shop drawings must be submitted to the Roofing System Manufacture by the manufacturer’s Authorized Roofing Applicator along with a completely executed Notice of Award for approval. Approved shop drawings are required for inspection of the roof and on projects where on-site technical assistance is requested. b. Provide roof plan indicating orientation of steel deck (if applicable), and fastener and/or adhesive layouts. c. Provide the roof membrane Manufacturer's standard details customized for this project for all relevant conditions, including flashings, base tie-ins, roof edges, terminations, expansion joints, penetrations, and drains. 4. Provide copy of Pre-Installation Notice to show that Manufacturer's required Pre-Installation Notice (PIN) has been accepted and approved by the Manufacturer. 5. Submit samples of each product to be used. 6. Specimen Warranty C. Closeout Submittals 1. Executed Warranty 2. Maintenance data 1.7 PRE-INSTALLATION CONFERENCE A. Before start of roofing work, Contractor shall hold a meeting to discuss the proper installation of materials and requirements to achieve the warranty. B. Require attendance with all parties directly influencing the quality of roofing work or affected by the performance of roofing work. C. Review methods and procedures related to roofing installation, including Manufacturer's written instructions. D. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. E. Examine deck substrate conditions and finishes, including flatness and fastening. F. Review structural loading limitations of roof deck during and after roofing. G. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that affects roofing system. H. Review governing regulations and requirements for insurance and certificates if applicable. I. Review temporary protection requirements for roofing system during and after installation. J. Review roof observation and repair procedures after roofing installation. K. Notify Architect well in advance of meeting. 220025.00 07 53 23 - 4 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in the original, unopened containers labeled with the manufacturer's name, brand name, and installation instructions. Deliver in sufficient quantity to permit work to continue without interruption. B. Discard and legally dispose of material that cannot be applied within its stated shelf life. C. Store materials clear of ground and moisture with weather protective covering. 1. Store curable materials (i.e., uncured flashing, adhesives, sealants, seam tapes, primers and pourable sealer) between 60°F and 80°F. Prolonged exposure of these materials to temperatures greater than 80°F will reduce the shelf life of the materials. When liquid adhesives and sealants are exposed to lower temperatures, restore to a minimum of 60°F before use. Do not store adhesive containers with opened lids due to loss of solvent that will occur from flash off. 2. Store insulation and underlayment so it is kept dry and protected from the elements. Store insulation on a pallet and completely cover with a breathable material such as tarp or canvas. If the insulation is lightweight, it shall be weighted to prevent possible wind damage. D. Keep combustible materials away from ignition sources. E. Handle and store roofing materials, and place equipment in a manner to avoid permanent deflection of deck and/or structural overloading. 1.9 WARRANTY A. Provide 30-year Roofing System Limited Warranty covering membrane, roof insulation, and system accessories. Comply with all warranty procedures required by Manufacturer, including notifications, scheduling, and inspections. B. Limit of Liability: No dollar limitation (NDL) C. Scope of Coverage: Repair leaks in the roofing system caused by 1. Ordinary wear and tear 2. Normal exposure to the elements 3. Manufacturing defect in Elevate materials. 4. Defective workmanship used to install these materials. 5. Damage due to winds up to 120 mph (Defined as ultimate wind speed per ASCE 7-10). 6. Not Covered: a. Damage due to winds in excess of 120 mph per code requirements. b. Hail c. Intentional damage d. Unintentional damage due to normal rooftop inspections, maintenance, or service D. Roofing Contractor shall guarantee workmanship for all roofing and flashing (not including sheet metal work) against all defects not caused by acts of God for a period of two (2) years from date of final acceptance. Any defects that might arise during the period of guarantee shall be repaired immediately upon receipt of proper notice at no cost to Owner. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers – Roofing System: 1. Basis of Design: Elevate roofing, lining, and wall systems, Nashville, TN, 26 Century Blvd, Suite 205, Nashville, TN, (800) 428-4442, http://www.holcimelevate.com 2. Carlisle SynTec Systems, 1285 Ritner Hwy, Carlisle, PA 17013, (800) 479-6832, www.carlislesyntec.com 220025.00 07 53 23 - 5 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. a. Roofing systems manufactured by others may be acceptable provided the roofing system is completely equivalent in materials and warranty conditions and the Manufacturer meets the following qualifications: 1) Specializing in manufacturing the roofing system to be provided 2) Minimum ten years of experience manufacturing the roofing system to be provided. 3) Able to provide a no dollar limit, single source roof system warranty for 30-years. 4) ISO 9001 certified 5) Able to provide polyisocyanurate insulation produced in own facilities. B. Manufacturer of Insulation and Cover Board: Same Manufacturer as roof membrane C. Manufacturer of Metal Roof Edging: Same Manufacturer as roof membrane 1. Metal roof edging products by other Manufacturers are not acceptable. 2. Field- or shop-fabricated metal roof edgings are not acceptable. D. Substitution Procedures: See Instructions to Bidders 1. Submit evidence that the proposed substitution complies with the specified requirements. 2.2 ROOFING SYSTEM DESCRIPTION A. Roofing System 1. Membrane: Ethylene propylene diene monomer (EPDM) a. Thickness: As specified elsewhere b. Membrane Attachment: Adhered 2. Slope: ¼:12 (2%) by means of tapered insulation. 3. Comply with applicable local building code requirements. 4. Provide assembly having Underwriters Laboratories, Inc. (UL) Class A Fire Hazard Classification 5. Provide assembly complying with Factory Mutual Corporation (FM) Roof Assembly Classification, FM Data Sheets 1-28 and 1-29, and meeting minimum requirements of FM 90 wind uplift rating. B. Vapor Barrier over deck/deck cover: 1. Membrane: High density polyethylene sheet with SBS modified bitumen adhesive 2. Attachment: Self-adhering C. Insulation (non-composite): 1. Total System R-Value: 25 or greater a. Maximum Board Thickness: 3″ (76.2 mm) b. Use as many layers as necessary to achieve required R-value c. Stagger joints in adjacent layers 2. Base Layer: Polyisocyanurate foam board, non-composite a. Attachment: Mechanical fastening. 3. Fill Layers: Polyisocyanurate foam board, non-composite (optional) a. Attachment: Mechanical fastening 4. Top Layer: Polyisocyanurate foam board, non-composite a. Attachment: Mechanical fastening 5. Gypsum-Based Cover Board a. Thickness 0.625″ D. EPDM Membrane Materials: 1. Roofing and Flashing Membrane: Black cured synthetic single-ply membrane composed of ethylene propylene diene monomer (EPDM) with the following properties: a. Thickness: 0.090" (2.29 mm) b. Reinforcement: Non-reinforced c. Nominal Thickness Tolerance: ±10% d. Sheet Width: Use widest sheet practical for jobsite conditions to minimize field seams e. Acceptable Products: 1) RubberGard™ Platinum EPDM Membrane by Elevate. 2) Sure-Seal EPDM Adhered Roofing System by Carlisle. 220025.00 07 53 23 - 6 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. 2. Membrane Fasteners: Type and size as required by roof membrane Manufacturer for roofing system and warranty to be provided; use only fasteners furnished by roof membrane Manufacturer. 3. Flashing Membrane: Self-curing, non-reinforced membrane composed of non-vulcanized EPDM rubber, complying with ASTM D 4811 Type II, and with the following properties: a. Thickness: 0.055″ (1.4 mm) b. Color: Same as field membrane 4. Self-Adhering Flashing Membrane: a. Semi-cured 45 mil EPDM membrane laminated to 35 mil (0.9 mm) EPDM tape adhesive. 5. Self-Adhering Accessories: a. EPDM accessories and tapes for a variety of flashing uses including corners, pipes, and patches. 6. Self-Adhering Batten Cover: a. Semi-cured 45 mil EPDM membrane laminated to 35 mil (0.9 mm) EPDM tape adhesive. 7. Self-Adhesive Lap Splice Tape: a. 35 mil (0.9 mm) EPDM-based, formulated for compatibility with EPDM membrane and high-solids primer. 8. Splice Adhesive: a. Synthetic polymer-based, formulated for compatibility with EPDM membrane and metal surfaces. 9. Bonding Adhesive: a. Formulated for compatibility with EPDM membrane and wide variety of substrate materials. 10. Adhesive Primer: a. Synthetic rubber-based primer formulated for compatibility with EPDM membrane and tape adhesive, with VOC content less than 2.1 lb./gal (250 g/L) 11. Seam Edge Treatment: a. EPDM rubber-based sealant, formulated for sealing exposed edges of membrane at seams. 12. Pourable Sealer: a. One-part polyurethane 13. Water Block Seal: a. Butyl rubber sealant for use between two surfaces, not exposed. 14. Metal Plates and Strips used for Fastening Membrane and Insulation: a. Steel with Galvalume coating; corrosion-resistance meeting FM 4470 criteria 15. Termination Bars: a. Aluminum bars with integral caulk ledge; 1.3″ (33 mm) wide by 0.10″ (2.5 mm) thick. 16. Roof Walkway Pads: a. EPDM, 0.30″ (7.6 mm) thick by 30″ x 30″ (760 mm x 760 mm) with EPDM tape adhesive strips laminated to the bottom. 17. Yellow Safety Strip: a. A 5.5″ (140 mm) by 100′ long (30 m) strip and nominal 30 mil (0.76 mm) thick yellow TPO membrane laminated to a white, cured, seam tape, compatible with TPO and EPDM E. Roof Insulation and Cover Boards 1. Polyisocyanurate Board Insulation: Closed cell polyisocyanurate foam with glass reinforced mat laminated to facers, complying with ASTM C 1289 Type II Class 1, with the following additional characteristics: a. Thickness: As indicated elsewhere b. Size: 48″ (1.22 m) by 96″ (2.44 m), nominal (if mechanically fastened) or 48″ (1.22 m) by 48″ (1.22 m), nominal (if adhered) c. R-Value (LTTR) per inch (25 mm): min. 6.2R at 40 °F (4.4 °C) and min. 5.7R at 75 °F (23.9 °C) d. Compressive Strength: 20 psi (138 kPa) e. Ozone Depletion Potential: Zero; made without CFC or HCFC blowing agents. f. Acceptable Product: 2. Gypsum-Based Cover Board: Non-combustible, water-resistant gypsum core with embedded glass mat facers, complying with ASTM C 1177/C 1177M, and with the following additional characteristics: a. Size: 48″ (1.22 m) by 96″ (2.44 m), nominal (if mechanically fastened) or 48″ (1.22 m) by 48″ (1.22 m), nominal (if adhered) b. Thickness: 0.5″ (12.7 mm) 220025.00 07 53 23 - 7 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. c. Surface Water Absorption: 2.5 g max., when tested in accordance with ASTM C 473 d. Surface Burning Characteristics: Flame spread of 0, smoke developed of 0, when tested in accordance with ASTM E 84 e. Combustibility: Non-combustible, when tested in accordance with ASTM E 136 f. Factory Mutual approved for use with FM 1-60 and 1-90 rated roofing assemblies g. Mold Growth Resistance: Zero growth, when tested in accordance with ASTM D 3273 for minimum of 4 weeks. 3. Insulation Fasteners: Type and size as required by roof membrane Manufacturer for roofing system and warranty to be provided; use only fasteners furnished by roof membrane Manufacturer. F. Vapor Barrier 1. Vapor Barrier Membrane: Comprised of SBS modified bitumen adhesive, factory-laminated to a tri-laminate woven, high-density polyethylene top surface. Release liner protecting adhesive. May be used as a temporary roof membrane for up to ninety (90) days. a. Thickness: 0.0325" (0.826 mm) minimum, when tested in accordance with ASTM D 5147 b. Max Load at Break at 73 °F (23 °C): 64 lbf/in, MD (11 kN/m) 88 lbf/in, XMD (15 kN/m) when tested in accordance with ASTM D 5147 c. Low Temperature Flexibility: -30 °F (-34 °C) when tested in accordance with ASTM D 5147 d. Moisture Vapor Permeance, 0.02 Perms (0.92 Ng/Pa•s•m2) maximum, when tested in accordance with ASTM E 96 e. Air Permeability: 0.00114 ft3/min•ft2 (0.007 L/sec•m2) maximum, when tested in accordance with ASTM E 2178 G. Metal Accessories: 1. Metal Roof Edging and Fascia: Continuous metal edge member serving as termination of roof membrane and retainer for metal fascia; watertight with no exposed fasteners; mounted to roof edge nailer. a. Wind Performance: 1) Membrane Pull-Off Resistance: 100 lbs./ft (1460 N/m), minimum, when tested in accordance with ANSI/SPRI ES-1 Test Method RE-1, current edition. 2) Fascia Pull-Off Resistance: At least the minimum required when tested in accordance with ANSI/SPRI ES-1 Test Method RE-2, current edition. 3) Provide product listed in current Factory Mutual Research Corporation Approval Guide with at least FM 1-270 rating. b. Description: Two-piece, 45° sloped galvanized steel sheet edge member securing top and bottom edges of formed metal fascia c. Fascia Face Height: 5″ (127 mm) d. Edge Member Height Above Nailer: 1 ¼″ (31 mm) e. Fascia Material and Finish: 24-gage, 0.024″ (0.06 mm) galvanized steel with Kynar 500 finish in Manufacturer's standard color; matching concealed joint splice plates; factory- installed protective plastic film f. Length: minimum of 120″ (3.048 m) g. Functional Characteristics: Fascia retainer supports while allowing for free thermal cycling of fascia. 2. Aluminum Bar: Continuous 6063-T6 alloy aluminum extrusion with pre-punched slotted holes; miters welded; injection molded EPDM splices to allow thermal expansion. 3. Anchor Bar Cleat: 20-gage, 0.036″ (0.9 mm) G90 coated commercial type galvanized steel with pre-punched holes. 4. Curved Applications: Factory modified. 5. Fasteners: Factory-provided corrosion resistant fasteners, with drivers; no exposed fasteners permitted. 6. Special Shaped Components: Provide factory-fabricated pieces necessary for complete installation, including miters, scuppers, and end caps; minimum 14″ (355 mm) long legs on corner pieces. 7. Scuppers: Welded watertight. 8. Accessories: Provide matching brick wall cap, downspout, extenders, and other special fabrications as shown on the drawings. 220025.00 07 53 23 - 8 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. 9. Parapet Copings: Formed metal coping with galvanized steel anchor/support cleats for capping any parapet wall; watertight, maintenance free, without exposed fasteners; butt type joints with concealed splice plates; mechanically fastened as indicated. a. Wind Performance: 1) At least the minimum required when tested in accordance with ANSI/SPRI ES-1 Test Method RE-3, current edition. 2) Provide product listed in current Factory Mutual Research Corporation Approval Guide with at least FM 1-90 rating. b. Description: Coping sections allowed to expand and contract freely while locked in place on anchor cleats by mechanical pressure from hardened stainless steel springs factory attached to anchor cleats; 8″ (200 mm) wide splice plates with factory applied dual non- Curing sealant strips capable of providing watertight seal. c. Material and Finish: 24-gage, 0.024″ (0.06 mm) thick galvanized steel with Kynar 500 finish in Manufacturer's standard color; matching concealed joint splice plates; factory- installed protective plastic film. d. Dimensions: 1) Wall Width: As indicated on the drawings. 2) Piece Length: Minimum 144″ (3.65 m). e. Curved Application: Factory fabricated in true radius. f. Anchor/Support Cleats: 20-gage, 0.036″ (0.9 mm) thick pre-punched galvanized cleat with 12″ (305 mm) wide stainless-steel spring mechanically locked to cleat at 72″ (1.82 m) on center. g. Special Shaped Components: Provide factory-fabricated pieces necessary for complete installation, including miters, corners, intersections, curves, pier caps, and end caps; minimum 14″ (355 mm) long legs on corner, intersection, and end pieces. h. Fasteners: Factory-furnished; electrolytically compatible; minimum pull out resistance of 240 lbs. (109 kg) for actual substrate used; no exposed fasteners. H. Accessory Materials 1. Wood Nailers: PS 20-dimension lumber, Structural Grade No. 2 or better Southern Pine, Douglas Fir; or PS 1, APA Exterior Grade plywood; pressure preservative treated. a. Width: 3 ½″ inches (90 mm), nominal minimum, or as wide as the nailing flange of the roof accessory to be attached to it b. Thickness: Same as thickness of roof insulation PART 3 - EXECUTION 3.1 GENERAL A. Install roofing, insulation, flashings, and accessories in accordance with roofing Manufacturer's published instructions and recommendations for the specified roofing system. Where Manufacturer provides no instructions or recommendations, follow good roofing practices and industry standards. Comply with federal, state, and local regulations. B. Obtain all relevant instructions and maintain copies at project site for duration of installation period. C. Do not start work until Pre-Installation Notice has been approved by Manufacturer as confirmation that this project qualifies for a Manufacturer's warranty. D. Perform work using competent and properly equipped personnel. E. Temporary closures, which ensure that moisture does not damage any completed section of the new roofing system, are the responsibility of the Applicator. Completion of flashings, terminations, and temporary closures shall be completed as required to provide a watertight condition. 220025.00 07 53 23 - 9 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. F. Install roofing membrane only when surfaces are clean, dry, smooth, and free of snow or ice; do not apply roofing membrane during inclement weather or when ambient conditions will not allow proper application; consult Manufacturer for recommended procedures during cold weather. Do not work with sealants and adhesives when material temperature is outside the range of 60 to 80 °F (15 to 25 °C). G. Protect adjacent construction, property, vehicles, and persons from damage related to roofing work; repair or restore damage caused by roofing work. H. Protect from spills and overspray from bitumen, adhesives, sealants, and coatings. I. Particularly protect metal, glass, plastic, and painted surfaces from bitumen, adhesives, and sealants within the range of wind-borne overspray. J. Protect finished areas of the roofing system from roofing related work traffic and traffic by other trades. K. Until ready for use, keep materials in their original containers as labeled by the Manufacturer. L. Consult membrane Manufacturer's instructions, container labels, and Safety Data Sheets (SDS) for specific safety instructions. Keep all adhesives, sealants, primers, and cleaning materials away from all sources of ignition. 3.2 EXAMINATION A. Examine roof deck to determine that it is sufficiently rigid to support installers and their mechanical equipment, and that deflection will not strain or rupture roof components or deform deck. B. Verify that surfaces and site conditions are ready to receive work. Correct defects in the substrate before commencing with roofing work. Verify that roof openings and penetrations are in place, curbs are set and braced, and roof-drain bodies are securely clamped in place. C. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. D. Examine roof substrate to verify that it is properly sloped to drains. E. Verify that the specifications and drawing details are workable and not in conflict with the roofing Manufacturer's recommendations and instructions; start of work constitutes acceptance of project conditions and requirements. 3.3 PREPARATION A. Prior to proceeding, prepare roof surface so that it is clean, dry, and smooth, and free of sharp edges, fins, roughened surfaces, loose or foreign materials, oil, grease, and other materials that may damage the membrane. B. Fill all surface voids in the immediate substrate that are greater than 1/4″ (6 mm) wide with fill material acceptable to membrane Manufacturer. C. Seal, grout, or tape deck joints, where needed, to prevent seepage into building. 3.4 VAPOR BARRIER INSTALLATION A. All substrates (except metal decks) must be primed prior to application. Use only primer supplied by membrane Manufacturer. 220025.00 07 53 23 - 10 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. B. Expanded Polystyrene, Extruded Polystyrene, Common Polyisocyanurate, Fiberglass, Wood Fiber, Perlite, and existing single-ply roofs are not acceptable substrates for SBS bitumen adhesive. C. Application can be made at ambient temperatures as low as 25 °F (-4 °C) as long as membrane has been stored in a heated area so that it will be between 50 °F (10 °C) and 100 °F (38 °C) at the time of application. D. Install with minimum 3" (76.2 mm) side laps and 6" (152.4 mm) end laps. E. Roll in with a 75 lb. (34 kg) roller to fully mate each roll to substrate, including all lap areas. 3.5 INSULATION AND COVER BOARD INSTALLATION A. Install insulation in configuration and with attachment method(s) specified in PART 2, under Insulation. B. Install only as much insulation as can be covered with the completed roofing system before the end of the day's work or before the onset of inclement weather. C. Lay roof insulation in courses parallel to roof edges. D. Neatly and tightly fit insulation to all penetrations, projections, and nailers, with gaps not greater than ¼″ (6 mm). Fill gaps greater than ¼″ (6 mm) with acceptable insulation. Do not leave the roofing membrane unsupported over a space greater than ¼″ (6 mm). E. Mechanical Fastening: Using specified fasteners and insulation plates engage fasteners through insulation into deck to depth and in pattern required by Factory Mutual for specified FM Class and membrane Manufacturer, whichever is more stringent (if applicable). F. Do not lay more insulation than can be covered by elastomeric membrane roofing in same day. Install water cut offs at end of each days work over exposed edges of insulation, using membrane. Keep insulation dry at all times. 3.6 SINGLE-PLY MEMBRANE INSTALLATION A. The following are general guidelines for installation of fully adhered EPDM roofing system. Following membrane manufacturer's instructions if different from those specified herein. B. Application: 1. Beginning at low point of roof, place membrane without stretching over substrate and allow to relax at least 30 minutes before attachment or splicing; in colder weather allow for longer relax time. 2. Lay out the membrane pieces so that field and flashing splices are installed to shed water. 3. Install membrane without wrinkles and without gaps or fishmouths in seams, and bond and test seams and laps in accordance with membrane Manufacturer's instructions and details to meet Platinum™ warranty requirements. 4. Bond membrane sheet to substrate using membrane Manufacturer's recommended bonding material, application rate, and procedures. 5. Edge Securement: Secure membrane at all locations where membrane terminates or goes through an angle change greater than 1:12 inches (8.3%) using mechanically fastened reinforced perimeter fastening strips, plates, or metal edging as indicated or as recommended by roofing Manufacturer. Exceptions: Round pipe penetrations less than 18″ (460 mm) in diameter and square penetrations less than 4″ (200 mm) square. 6. Metal edging is not merely decorative; ensure anchorage of membrane as intended by roofing Manufacturer and compliant with code requirements. 220025.00 07 53 23 - 11 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. 3.7 FLASHING AND ACCESSORIES INSTALLATION A. Install flashings, including laps, splices, joints, bonding, adhesion, and attachment, as required by membrane Manufacturer's recommendations and details to meet Platinum™ warranty requirements. B. Metal Accessories: Install metal edgings, gravel stops, and copings in locations indicated on the drawings, with horizontal leg of edge member over membrane and flashing over metal onto membrane. 1. Follow roofing Manufacturer's instructions. 2. Remove protective plastic surface film immediately before installation. 3. Install water block sealant under the membrane anchorage leg. 4. Flash with Manufacturer's recommended flashing sheet unless otherwise indicated. 5. Where single application of flashing will not completely cover the metal flange, install additional piece of flashing to cover the metal edge. 6. If the roof edge includes a gravel stop and sealant is not applied between the laps in the metal edging, install an additional piece of self-adhesive flashing membrane over the metal lap to the top of the gravel stop; apply seam edge treatment at the intersections of the two flashing sections. 7. When the roof slope is greater than 1:12 (8.3%), apply seam edge treatment along the back edge of the flashing. C. Scuppers: Set in sealant and secure to structure; flash as recommended by Manufacturer. D. Roofing Expansion Joints: Install as shown on drawings and as recommended by roofing Manufacturer. E. Flashing at Walls, Curbs, and Other Vertical and Sloped Surfaces: 1. Install weathertight flashing at all walls, curbs, parapets, skylights, and other vertical and sloped surfaces that the roofing membrane abuts to; extend flashing at least 8″ (200 mm) above membrane surface. 2. Use the longest practical flashing pieces. 3. Evaluate the substrate and overlay and adjust installation procedure in accordance with membrane Manufacturer's recommendations. 4. Complete the splice between flashing and the main roof sheet with specified splice adhesive before adhering flashing to the vertical surface. 5. Provide termination directly to the vertical substrate as shown on roof drawings. F. Roof Drains: 1. Taper insulation around drain to provide smooth transition from roof surface to drain. Use specified pre-manufactured tapered insulation with facer or suitable bonding surface to achieve slope; slope not to exceed Manufacturer's recommendations. 2. Position membrane, then cut a hole for roof drain to allow ½″ to ¾″ (12 to 19 mm) of membrane to extend inside clamping ring past drain bolts. 3. Make round holes in membrane to align with clamping bolts; do not cut membrane back to bolt holes. 4. Apply sealant on top of drain bowl where clamping ring seats below the membrane 5. Install roof drain clamping ring and clamping bolts; tighten clamping bolts to achieve constant compression. G. Flashing at Penetrations: Flash all penetrations passing through the membrane; make flashing seals directly to the penetration. H. Pipes, Round Supports, and Similar Items: Flash with specified pre-molded pipe flashings wherever practical; otherwise use specified self-curing elastomeric flashing. I. Pipe Clusters and Unusual Shaped Penetrations: Provide penetration pocket at least 2″ (50 mm) deep, with at least 1″ (25 mm) clearance from penetration, sloped to shed water J. Structural Steel Tubing: If corner radii are greater than ¼″ (6 mm) and longest side of tube does not exceed 12″ (305 mm), flash as for pipes; otherwise, provide a standard curb with flashing. K. Flexible and Moving Penetrations: Provide weathertight gooseneck set in sealant and secured to deck, flashed as recommended by Manufacturer. 220025.00 07 53 23 - 12 Fully Adhered EPDM Roof System ©Zimmerman Architectural Studios, Inc. 3.8 WALKWAY INSTALLATION A. Install walkways at access points to the roof, around rooftop equipment that may require maintenance, and where indicated on the drawings. 1. Use specified walkway pads unless otherwise indicated. 2. Walkway Pads: Adhere to the roofing membrane, spacing each pad at minimum of 1″ (25 mm) and maximum of 3″ (75 mm) from each other to allow for drainage. 3. If installation of walkway pads over field fabricated splices or within 6″ (150 mm) of a splice edge cannot be avoided, adhere another layer of flashing over the splice and extending beyond the walkway pad a minimum of 6″ (150 mm) on either side. 4. Prime the membrane, remove the release paper on the pad, press in place, and walk on pad to ensure proper adhesion. 3.9 FIELD QUALITY CONTROL A. Inspection by Manufacturer: Provide final inspection of the roofing system by a Technical Representative employed by roofing system Manufacturer specifically to inspect installation for warranty purposes (e.g., not a sales representative). B. Perform all corrections necessary for issuance of warranty. 3.10 CLEANING A. Clean all contaminants generated by roofing work from building and surrounding areas, including bitumen, adhesives, sealants, and coatings. B. Repair or replace building components and finished surfaces damaged or defaced due to the work of this section; comply with recommendations of Manufacturers of components and surfaces. C. Remove leftover materials, trash, debris, equipment from project site and surrounding areas. 3.11 PROTECTION A. Where construction traffic must continue over finished roof membrane, provide durable protection, and replace or repair damaged roofing to original condition. END OF SECTION 220025.00 08 16 13 - 1 Fiber Reinforced Plastic Doors ©Zimmerman Architectural Studios, Inc. SECTION 08 16 13 FIBER REINFORCED PLASTIC DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Fiberglass reinforced polyester (FRP) clad non-rated doors. B. Related Sections: 1. Section 08 11 00 – Hollow Metal Doors and Frames 2. Section 08 70 00 - Door Hardware. 1.3 REFERENCE STANDARDS A. ASTM International (ASTM): 1. ASTM D256 - Determining the Pendulum Impact Resistance of Notched Specimens of Plastics. 2. ASTM D543 - Evaluating the Resistance of Plastics to Chemical Reagents. 3. ASTM D570 - Water Absorption of Plastics. 4. ASTM D638 - Tensile Properties of Plastics. 5. ASTM D790 - Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 6. ASTM D1308 - Effect of Household Chemicals on Clear and Pigmented Organic Finishes. 7. ASTM D2583 - Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor. 1.4 PERFORMANCE REQUIREMENTS A. General: Provide door assemblies that have been designed and fabricated to comply with specified performance requirements, as demonstrated by testing manufacturer's corresponding standard systems. B. Impact Strength, FRP Doors and Panels, Nominal Value, ASTM D256: 15.0 foot-pounds per inch of notch. C. Tensile Strength, FRP Doors and Panels, Nominal Value, ASTM D638: 14,000 psi. D. Flexural Strength, FRP Doors and Panels, Nominal Value, ASTM D790: 21,000 psi. E. Water Absorption, FRP Doors and Panels, Nominal Value, ASTM D570: 0.20 percent after 24 hours. F. Indentation Hardness, FRP Doors and Panels, Nominal Value, ASTM D2583: 55. G. Abrasion Resistance, Face Sheet, Taber Abrasion Test, 25 Cycles at 1,000 Gram Weight with CS-17 Wheel: Maximum of 0.029 average weight loss percentage. 220025.00 08 16 13 - 2 Fiber Reinforced Plastic Doors ©Zimmerman Architectural Studios, Inc. H. Stain Resistance, ASTM D1308: Face sheet unaffected after exposure to red cabbage, tea, and tomato acid. Stain removed easily with mild abrasive or FRP cleaner when exposed to crayon and crankcase oil. I. Chemical Resistance, ASTM D543. Excellent rating. 1. Acetic acid, Concentrated. 2. Ammonium Hydroxide, Concentrated. 3. Citric Acid, 10%. 4. Formaldehyde. 5. Hydrochloric Acid, 10% 6. Sodium hypochlorite, 4 to 6 percent solution. 1.5 QUALITY ASSURANCE A. Manufacturer's Qualifications: 1. Continuously engaged in manufacturing of doors of similar type to that specified, with a minimum of 25 years successful experience. 2. Door and frame components from same manufacturer. 3. Evidence of a compliant documented quality management system. B. The 2015 International Building Code (IBC), as modified by the State of Wisconsin Chapters SPS 361-366 - Commercial Building Code, governs the requirements for products, materials, components, and systems that are indicated on the Drawings and specified in the Project Manual. 1.6 SUBMITTALS A. General: Submittals for this specification section must be 100% complete and in one (1) package. 1. Only the actual samples required shall be allowed as a separate submittal. 2. Non- complete submittals will be returned to the contractor without comment and stamped “rejected-resubmit”. 3. Contractors who knowingly want to submit non-complete submittals or break single system submittals into multiple submittals will be responsible to arrange with Architect, prior to submitting the submittal(s), and to compensate Architect for the extra work involved B. Submit the following as one complete submittal: 1. Product Data: Submit manufacturer's product data, including description of materials, components, and installation. 2. Shop Drawings: Submit manufacturer's shop drawings, including elevations, sections, and details, indicating dimensions, tolerances, materials, components, and fabrication. 3. Test Reports: Submit certified test reports from qualified independent testing agency indicating doors comply with specified performance requirements. 4. Manufacturer's Project References: Submit list of successfully completed projects, including project name and location, name of architect, and type and quantity of doors manufactured. 5. Maintenance Manual: Submit manufacturer's maintenance and cleaning instructions for doors, including maintenance and operating instructions for hardware. 6. Warranty: Submit manufacturer's standard warranty. C. Samples: 1. Door: Submit manufacturer's sample of door showing face sheets, core, finish, and vision lites. 2. Color: Submit manufacturer's samples of standard colors of doors. 1.7 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying opening door mark and manufacturer. B. Storage: Store materials in clean, dry area indoors in accordance with manufacturer's instructions. 220025.00 08 16 13 - 3 Fiber Reinforced Plastic Doors ©Zimmerman Architectural Studios, Inc. C. Handling: Protect materials and finish from damage during handling and installation. 1.8 WARRANTY A. Warrant doors and factory hardware against failure in materials and workmanship, including excessive deflection, faulty operation, defects in hardware installation, and deterioration of finish or construction in excess of normal weathering. B. Warranty Period: Ten years. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Doors by the following manufacturers which meet performance requirements of this specification and which provide frame caps frames are also approved: 1. Special-Lite Commercial Doors a. Substitutions: See Section 01 60 00 - Product Requirements. 2.2 FIBERGLASS REINFORCED PLASTIC DOORS A. Required Rating: See Door and Frame Schedule. B. Door Opening Size: As indicated on the Drawings. C. Construction: 1. Door Thickness: 1-7/8 inches at door edge. 2. Stiles and Rails: Stainless steel channel secured with stainless steel screws every 10 inches. 3. Corners: Welded. D. Face Sheets: 1. Material: Fiberglass Reinforced Plastic. 2. Thickness: 0.120 inch. 3. Surface: Abuse-resistant engineered surface. 4. Color: As selected by Architect from manufacturer's standard colors. 5. Sheet Type: Class A FRP E. Core: 1. Material: Mineral. 2. Density: Minimum 30 pounds per cubic foot. 3. Perimeter blocking: Minimum 1-1/2 inches wide. F. Cutouts: 1. Manufacture doors with cutouts for required vision lites. 2. Factory install vision lites. G. Door Perimeter Channel: Type 304 stainless steel, 3/4 inch by 1-7/8 inches by 0.062 inch. H. Fasteners: 1. Material: Aluminum, 18-8 stainless steel, or other noncorrosive metal. 2. Compatibility: Compatible with items to be fastened. 3. Exposed Fasteners: Screws with finish matching items to be fastened. I. Hollow Metal Frames: As specified in Section 08 11 00. 220025.00 08 16 13 - 4 Fiber Reinforced Plastic Doors ©Zimmerman Architectural Studios, Inc. 2.3 FABRICATION A. Sizes and Profiles: Required sizes for door and profile requirements shall be as indicated on the Drawings. B. Coordination of Fabrication: Field measure before fabrication and show recorded measurements on shop drawings. C. Assembly: 1. Complete cutting, fitting, forming, drilling, and grinding of metal before assembly. 2. Remove burrs from cut edges. D. Fit: 1. Maintain continuity of line and accurate relation of planes and angles. 2. Secure attachments and support at mechanical joints with hairline fit at contacting members. 2.4 DOOR HARDWARE A. Hardware shall be fire rated. B. Premachine doors in accordance with templates from specified hardware manufacturers and hardware schedule. C. Factory install hardware, except field apply gaskets and seals. D. Hardware Schedule: As specified in Section 08 70 00 – Door Hardware. E. Finish: As specified in Section 08 70 00 – Door Hardware. F. Gaskets and Seals supplied by manufacturer: 1. Gaskets: Pemko S88. 2. Smoke Seals: Pemko HSS2000, 1/2-inch wide. 3. Smoke Seals, Pair Doors, Meeting Stile: Pemko S77. 2.5 VISION LITES A. Vision Lite Kit: Stainless steel. B. Factory Glazing: 3/16-inch NGP Firelite NT, clear. C. Size: See Door Types 2.6 ALUMINUM DOOR FRAMING SYSTEMS A. Insert Framing System: 1. Model: Special-Lite, SL-1030 Series. 2. Insert frame using integral stop fitted with weatherstripping. 3. Corner joints of miter design, secure with furnished aluminum clips, and screw into place. 4. Hardware: a. Premachine and reinforce insert frame members for hardware in accordance with manufacturer's standards and hardware schedule. b. Factory install hardware. 5. Anchors: a. Anchors of suitable type to fasten insert framing to existing frame materials. b. Minimum of 5 anchors on jambs up to 7'-4" height, 3 anchors on headers, and 1 additional anchor for each additional foot of frame. 220025.00 08 16 13 - 5 Fiber Reinforced Plastic Doors ©Zimmerman Architectural Studios, Inc. B. Frame Capping: 1. Special-Lite Model: SL-70. 2. Capping: With insert frame as indicated on the Drawings. 3. Finish: Match framing. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive doors. Notify General Contractor of conditions that would adversely affect installation or subsequent use. Do not proceed with installation until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Ensure openings to receive frames are plumb, level, square, and in tolerance. 3.3 INSTALLATION A. Install doors in accordance with manufacturer's instructions. B. Install hollow metal frames as specified in Section 08 11 00. C. Install insert framing system and frame capping. D. Install doors plumb, level, square, true to line, and without warp or rack. E. Install gaskets and seals to doors in accordance with manufacturer's instructions. F. Repair minor damages to finish in accordance with manufacturer's instructions and as approved by Architect. G. Remove and replace damaged components that cannot be successfully repaired as determined by Architect. 3.4 ADJUSTING A. Adjust doors, hinges, and locksets for smooth operation without binding. 3.5 CLEANING A. Clean doors promptly after installation in accordance with manufacturer's instructions. B. Do not use harsh cleaning materials or methods that would damage finish. 3.6 PROTECTION A. Protect installed doors to ensure that, except for normal weathering, doors will be without damage or deterioration at time of substantial completion. END OF SECTION 220025.00 09 65 66.13 - 1 Rubber Tile Athletic Flooring ©Zimmerman Architectural Studios, Inc. SECTION 09 65 66.13 RUBBER TILE ATHLETIC FLOORING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Rubber Tile athletic flooring installed over concrete subfloor. B. Related Sections: 1. Refer to written Manufacturer’s Installation Manual for complete information on receiving, installing, and maintaining SportFloor® Stamina. Material not recommended for environments where the product will be exposed to animal fats, vegetable oils, or petroleum-based materials 2. Section 03 30 00 – Cast-In-Place Concrete 3. Section 07 13 00 – Membrane Waterproofing (Under Concrete Slab). 4. Section 11 66 23 – Gymnasium Equipment 1.3 QUALITY ASSURANCE A. The 2015 International Building Code (IBC), as modified by the State of Wisconsin Chapters SPS 361-366 - Commercial Building Code, governs the requirements for products, materials, components, and systems that are indicated on the Drawings and specified in the Project Manual. 1.4 SUBMITTALS A. General: Submittals for this specification section must be 100% complete and in one (1) package. 1. Only the actual samples required shall be allowed as a separate submittal. 2. Non- complete submittals will be returned to the contractor without comment and stamped “rejected-resubmit”. 3. Contractors who knowingly want to submit non-complete submittals or break single system submittals into multiple submittals will be responsible to arrange with Architect, prior to submitting the submittal(s), and to compensate Architect for the extra work involved B. Submittal Package: 1. Product Data: For each type of product indicated. 2. Submit 12 in. x 12 in.)sample pieces of each type of product indicated. 3. Submit layout drawing of flooring layout showing installation details and locations of borders, patterns, game lines, locations of floor inserts and seams for review prior to starting any work. C. Close out submittals 1. Provide maintenance data for each type of product indicated for incorporation into O & M Manual. 2. Manufacturer material warranty. 3. Installer installation warranty. 220025.00 09 65 66.13 - 2 Rubber Tile Athletic Flooring ©Zimmerman Architectural Studios, Inc. 1.5 EXTRA MATERIALS A. Provide 5% of each color, pattern and type of rubber flooring required for project for maintenance use. B. Extra materials to be in one piece and from same production run as installed materials. C. Clearly identify each product and each container of adhesive. D. Deliver to Owner upon completion of the work of this section. E. Store where directed by Owner. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver flooring undamaged with manufacturer’s labels intact. B. Store flooring in a protected area on site a minimum of 48 hours prior to installation in order to acclimatize to room conditions. (Extreme cold or hot climate may require additional time.) C. Store Stamina materials flat, blocked off floor. D. Prevent damage or contamination from water, moisture, freezing, excessive heat, direct sunlight and construction dust or dirt. E. Protect flooring materials from construction activities. Provide tarpaulins or plastic coverings blocked to allow ventilation and prevent contamination from dust or debris. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not install when the moisture vapor emission rate (MVER) exceeds 2.27 kg per 92.9 m2 (5 lbs per 1,000 sq.ft) per 24 hours, when using the anhydrous calcium chloride test (ASTM F1869) B. Do not install when the relative humidity of concrete slabs exceeds 75% (ASTM F2170). C. Use only when the substrate temperature is between 10°C and 32°C (50°F and 90°F), and when the ambient relative humidity is below 65%. 1.8 WARRANTY A. Supply manufacturer’s standard limited warranty against defects in materials or workmanship for 5 years from date of purchase. B. Warranty is void if damaged or irregular materials have been installed without prior notification and adjustments made by manufacturer. C. Warranty is not applicable in heavy use areas, (i.e., players’ benches, penalty boxes, pivot points or other areas where excessive wear will occur because of the nature of use). 220025.00 09 65 66.13 - 3 Rubber Tile Athletic Flooring ©Zimmerman Architectural Studios, Inc. PART 2 - PRODUCTS 2.1 SOURCE QUALITY CONTROL A. Rubber Flooring Mat: 1. Construction: 100% recycled vulcanized rubber throughout 2. Size: 4 ft x 6 ft. (1.22 m x 1.83 m) (subject to temperature variance) a. Interlock for non-adhesive installation: 44.3” x 66.5” x ½” [1.13 m x 1.69m x 12mm] 3. Thickness: 10mm (⅜ in) Tolerance: ± 0.8mm(1/32 in). 4. Texture: Smooth top, textured bottom 5. Color: Color as specified in Color and Material Schedule. 6. Material Properties: Hardness Shore A ASTM D2240 80 Wear Layer Thickness ASTM F410 >.050 (Passes) Static Load Resistance ASTM F970 0.002 (Passes) Resistance to Chemicals ASTM F925 Good Resistance to Heat ASTM F1514 4.29 (Passes) Abrasion Resistance ASTM D3389 0.16 gr. (Passes) Dimensional Stability ASTM F2199 Across (Passes) Critical Radiant Flux ASTM E648-03 No Class Co-efficient of Friction ASTM C1028 >.80 dry >.64 wet Moisture Absorption ASTM D570 0.27% Thickness ASTM F386 Passes Size ASTM F2055 Passes Squareness ASTM F2055 Passes Quality of Cut ASTM F511 Passes Qualifies for LEED Points Yes Anti-microbial/Anti-fungal Properties Yes 7. Acceptable product: SportFloor® Stamina mat as manufactured by: North West Rubber, 33850 Industrial Avenue, Abbotsford, BC Canada V2S 7T9 Phone: 1-800-663-8724 Fax: 1-604-859-2009 E-mail: sales@northwestrubber.com 2.2 ACCESSORIES A. Beveled Edging: Black rubber transition ramp edging as available from flooring manufacturer. B. Adhesive: 2-part Urethane Adhesive as recommended by manufacturer. 1. See warranty regarding alternate adhesives. 220025.00 09 65 66.13 - 4 Rubber Tile Athletic Flooring ©Zimmerman Architectural Studios, Inc. PART 3 - EXECUTION 3.1 SITE VERIFCATION OF CONDITIONS A. Installation should not begin until the work of all other trades has been completed, especially overhead trades. B. Moisture Mitigation System: 1. The flooring contractor shall include in its bid, the moisture mitigation system under all specified products of this section as an allowance. If it is found that the floor does not need a moisture mitigation system, it will be removed from the project by change order. C. Examine floor areas to be covered and report any deficiencies to the contractor. Do not proceed with installation until substrates and conditions comply with manufacturer’s requirements for installation. D. Ensure floor substrate is clean and dry by using test methods recommended by flooring manufacturer. E. Ensure building area for flooring application is maintained at minimum 15°C (60°F), maximum 24°C (75°F) and at maximum 65% relative humidity for minimum 48 hours before installation, during installation and for minimum 72 hours after completion of work. 3.2 WOOD FLOOR PREPARATION A. Prepare sub floor in accordance with Manufacturer’s instructions in the printed Installation Manual 3.3 CONCRETE FLOOR PREPARATION A. Prepare sub floor in accordance with Manufacturer’s instructions in the printed Installation Manual B. Perform moisture test recommended by flooring manufacturer on concrete floor. 1. Test shall be in accordance with ASTM F-1869* Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. 2. One test should be conducted for every 92.9030m2 (1000 sq.ft.) of flooring and the results not exceed 5 lbs. per 1000 sq.ft. in 24 hours. a. If test results exceed limitations or if hydrostatic pressure exists, the installation must not proceed until the problem has been corrected or an approved vapor barrier underlayment is installed. b. If lightweight concrete has been used in construction do not use the F1869 test. Use ASTM F2170, the Relative-Humidity Test, as an alternate in these cases. c. If poured-gypsum underlayment has been used, check with the underlayment manufacturer on how to test for dryness. Never use calcium chloride testing with gypsum underlayment. 3.4 APPLICATION: FLOORING A. Refer to Manufacturer’s printed Installation Manual 220025.00 09 65 66.13 - 5 Rubber Tile Athletic Flooring ©Zimmerman Architectural Studios, Inc. 3.5 CLEANING AND MAINTENANCE A. Initial Cleaning: Refer to Manufacturer’s printed Installation Manual for cleaning procedures. Do not proceed with cleaning until 72 hours minimum for glued down installations. If product is interlocked, cleaning can begin immediately after installation. 1. Do not proceed with cleaning until 72 hours minimum for glued down installations. 2. If product is interlocked, cleaning can begin immediately after installation. B. Floor Finishing: Complete if required in project. A finish may alter the surface characteristic of the mat. Apply floor finish for rubber flooring according to instructions and application rate recommended by manufacturer. C. Regular Cleaning: Refer to Manufacturer’s printed Installation Manual for regular cleaning procedures. 3.6 PROTECTION A. Protect and cover new floors from damage until final inspection. B. Prohibit foot traffic on floor for 24 hours after installation. Prevent heavy vehicle (forklift) traffic from accessing floor for at least 72 hours. C. Provide ventilation to installation area during installation and for minimum 72 hours after completion of work. END OF SECTION 220025.00 09 90 00 - 1 Painting & Coatings ©Zimmerman Architectural Studios, Inc. SECTION 09 90 00 PAINTING & COATINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Surface preparation. 2. Interior painting and coating systems. 3. Scope: a. Finish surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: 1) Interior: a) Concrete, Walls: Poured concrete and precast concrete. b) Concrete Ceilings: Precast concrete. c) Masonry CMU: Concrete , smooth. d) Metal: Galvanized. e) Metal, Galvanized: Exposed ductwork. f) Metal: Structural steel columns, joists, trusses, beams, miscellaneous and ornamental iron, structural iron, and ferrous metal. g) Drywall: Ceilings, gypsum board, and similar items. h) Game-line and marker paint. B. Related Sections: 1. Section 055000 - Metal Fabrications: Shop-primed items. 2. Section 099600 - High-Performance Coatings. 1.3 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency current edition. B. SSPC-SP 1 - Solvent Cleaning 2015, with Editorial Revision (2016). C. SSPC-SP 2 - Hand Tool Cleaning 2018. D. SSPC-SP 6 - Commercial Blast Cleaning 2007. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: Company specializing in performing the type of work specified with minimum 3 years experience and approved by manufacturer. B. The 2015 International Building Code (IBC), as modified by the State of Wisconsin Chapters SPS 361-366 - Commercial Building Code, governs the requirements for products, materials, components, and systems that are indicated on the Drawings and specified in the Project Manual. 220025.00 09 90 00 - 2 Painting & Coatings ©Zimmerman Architectural Studios, Inc. 1.5 MOCK-UPS A. Provide one accent wall as directed by Architect to demonstrate color and finish. B. Provide door and frame assembly indicating paint color, texture, and finish. C. Locate where directed by Architect. D. Mock-up may remain as part of the work. 1.6 SUBMITTALS A. Product Data: Provide complete list of products to be used, with the following information for each: 1. Product characteristics. 2. Surface preparation instructions and recommendations. 3. Primer requirements and finish specification. 4. Storage and handling requirements and recommendations. 5. Application methods. 6. Clean-up information. B. Samples: Submit paper draw down samples, 8-1/2 by 11 inches (216 by 279 mm) in size, illustrating range of colors available for each finishing product specified. C. Certification: By manufacturer that paints and finishes comply with VOC limits specified. D. Applicator's qualification statement. E. Maintenance Data for close out submittal: Submit coating maintenance manual including finish schedule showing where each product/color/finish was used, product technical data sheets, safety data sheets (SDS), care and cleaning instructions, touch-up procedures, repair of painted and finished surfaces, and color samples of each color and finish used. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, product name, product code, color designation, VOC content, batch date, environmental handling, surface preparation, application, and use instructions. C. Paint Materials: Store at a minimum of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions. D. Handling: Maintain a clean, dry storage area to prevent contamination or damage to materials. 1.8 FIELD CONDITIONS A. Do not apply materials when environmental conditions are outside the ranges required by manufacturer. B. Follow manufacturer's recommended procedures for producing the best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. 220025.00 09 90 00 - 3 Painting & Coatings ©Zimmerman Architectural Studios, Inc. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design Products: Refer to color and material schedule for specified manufacturers. 2.2 PAINTINGS AND COATINGS A. General: 1. Provide factory-mixed coatings unless otherwise indicated. 2. When required, mix coatings to correct consistency in accordance with manufacturer's instructions before application. 3. Do not reduce, thin, or dilute coatings or add materials to coatings unless specifically indicated in manufacturer's instructions. B. Volatile Organic Compound (VOC) Content: 1. Provide paints and finishes that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site, or other method acceptable to authorities having jurisdiction. C. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of painted surfaces. 2.3 PAINT SYSTEMS – EXTERIOR A. Exterior Hollow Metal Doors, Prefinished Metal Overhead Doors: 1. Two (2) coats exterior enamel paint 2. Paint hollow metal doors both sides and all edges. Paint overhead doors exterior side only. 3. Exterior Enamel (Alkyd VOC compliant): a. Benjamin Moore, "Impervo Enamel 133" b. Hallman/Lindsay, “311 "Duraguard High Solids Alkyd Enamel" c. PPG Paints,"HPC Industrial Allyd Urethane Gloss, 4308H Series" d. Sherwin-Williams, "Industrial Enamel B54Z Series" / “Industrial Urethane Alkyd”, B54-150 Series. B. Unfinished galvanized sheet metal work, exterior ductwork, ventilators, louvers, bollards, railings and other exterior, galvanized miscellaneous metal work. 1. One (1) coat galvanized metal primer 2. Two (2) coats exterior enamel. 3. Galvanized Metal Primer: a. Carboline "Carbocrylic 120" b. Hallman/Lindsay, Metalguard DTM Acrylic Primer/Finish, #338. c. PPG Paints, “Pitt-Tech Plus Interior/Exterior Direct To Metal Primer, 4020” d. Sherwin Williams “Pro Industrial Pro-Cryl Universal Primer, B66-1310 Series”. e. Valspar Bonding Elastomer 13-B-6 4. Exterior Enamel (Alkyd VOC compliant): a. Benjamin Moore, "Impervo Enamel 133" b. Hallman/Lindsay, “311 "Duraguard High Solids Alkyd Enamel" c. PPG Paints,"HPC Industrial Allyd Urethane Gloss, 4308H Series" d. Sherwin-Williams, "Industrial Enamel B54Z Series" / “Industrial Urethane Alkyd”, B54-150 Series. C. Exposed structural steel, metal deck and all other miscellaneous ferrous metal items: 220025.00 09 90 00 - 4 Painting & Coatings ©Zimmerman Architectural Studios, Inc. 1. One (1) coat exterior metal primer. 2. Two (2) coats Alkyd Exterior Enamel 3. Exterior Metal Primer: a. Benjamin Moore, "Retard-X #162 R.I. Inhibitive Latex Primer" b. Diamond Vogel, "V-Cote 200 Maintenance Primer/Finish, MC-Series" c. Hallman/Lindsay, Metalguard DTM Acrylic Primer/Finish, #338. d. PPG Paints, “Pitt-Tech Plus Interior/Exterior Direct To Metal Primer, 4020" e. Pratt and Lambert, "Tech-Gard Acrylic Metal Primer". f. Sherwin Williams, “Pro Industrial Pro-Cryl Universal Primer, B66-1310”. 4. Exterior Enamel (Alkyd VOC compliant): a. Benjamin Moore, "Impervo Enamel 133" b. Hallman/Lindsay, “311 "Duraguard High Solids Alkyd Enamel" c. PPG Paints,"HPC Industrial Allyd Urethane Gloss, 4308H Series" d. Sherwin-Williams, "Industrial Enamel B54Z Series" / “Industrial Urethane Alkyd”, B54-150 Series. D. Exposed Gypsum Board Soffits: 1. One (1) coat latex primer. 2. One (1) coat latex house paint. 3. Exterior Stain Blocking Primer: a. Diamond Vogel, "Sure Grip Exterior Latex Primer, BU-Series" b. Hallman Lindsay, "Stainguard 526" 100% Acrylic Stain Blocker/Primer. c. PPG Paints, "Seal Grip Interior/Exterior Universal Acrylic Prime, 17-921XI". d. Pratt and Lambert, "Supreme 1" Z/F1001, 100% Acrylic Multi-Purpose Primer. e. Sherwin Williams, “Multi-Purpose Latex Primer, B51W450.” 4. Exterior Paint (Finish Coats) flat finish: a. Benjamin Moore, "Moorlife #N105 Exterior Flat House Paint" b. Diamond Vogel, "Permacryl Exterior Flat Latex, BA-Series" c. Hallman/Lindsay, "Primer Guard" #112 Latex Acrylic Primer and "Weatherguard" #176 100% Acrylic Latex Flat Paint. d. PPG Paints, "Sun Proof Exterior Latex Flat Finish, 72-110XI Series" e. Pratt and Lambert, "Accolade". f. Sherwin Williams "A80 Series Superpaint Exterior Latex Flat" E. Exterior Concrete Surfaces: 1. Two (2) coats exterior concrete coating applied in accordance with manufacturer's instructions. 2. Exterior Concrete Coating: (Elastomeric) a. Diamond Vogel, "Permaflex Elastomeric Coating, MC-Series" b. Hallman/Lindsay, "Elastaguard Series #180" c. MasterProtect® C 350 Hydrophobic Coating d. PPG Paints, “Perma-Crete Pitt Flex Elastomeric Coating , 4-110XI Series” e. Sherwin-Williams, “Conflex Sherlastic Elastomeric Coating, CF16 Series”. 2.4 PAINT SYSTEMS - INTERIOR A. Concrete, Walls: Poured concrete, precast concrete. 1. Latex Systems: a. Semi-Gloss Finish: 1) 1st Coat masonry/concrete: a) Sherwin-Williams Loxon Concrete and Masonry Primer Sealer, LX02W50 Series b) Hallman/Lindsay, Gripcrete Masonry Surfacer, #179. c) 8 mils wet, 3.2 mils dry per coat. 2) 2nd and 3rd Coat: a) Sherwin-Williams ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series b) Hallman/Lindsay, Pro Kote Zero-VOC Interior Latex Semi-Gloss, 296. c) 4 mils wet, 1.5 mils dry per coat. 220025.00 09 90 00 - 5 Painting & Coatings ©Zimmerman Architectural Studios, Inc. B. Concrete Ceilings: Precast concrete. 1. Dryfall Waterborne Topcoats: a. Egg-Shel Finish: 1) 1st and 2nd Coat: Sherwin-Williams Pro Industrial Waterborne Acrylic Dryfall, B42-82 Series 2) Hallman/Lindsay, "Fast Dry Latex Dryfall Flat 251" 3) 6 mils wet, 1.9 mils dry per coat. C. Masonry CMU: Concrete, smooth, high density. 1. Latex Systems: a. Semi-Gloss Finish: 1) 1st Coat: Sherwin-Williams PrepRite Block Filler, B25W25 2) Hallman/Lindsay, Gripcrete Block Filler, #184. 3) 75 to 125 sq ft/gal (1.8 to 3.1 sq m/L). b. 2nd and 3rd Coat: 1) Sherwin-Williams ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series 2) Hallman/Lindsay, Pro Kote Zero-VOC Interior Latex Semi-Gloss, 296. 3) 4 mils wet, 1.5 mils dry per coat. D. Metal: Galvanized, hollow metal doors and frames. 1. Alkyd Systems, Water Based: a. Semi-Gloss Finish: 1) 1st Coat: Sherwin-Williams Pro Industrial Pro-Cryl Universal Primer, B66-1310 Series a) 5 mils wet, 2 mils dry per coat. 2) 2nd and 3rd Coat: Sherwin-Williams Pro Industrial Water Based Alkyd Urethane Enamel Semi-Gloss, B53-1150 Series a) 4 to 5 mils wet, 1.4 to 1.7 mils dry per coat. E. Metal, Galvanized: Exposed ductwork and conduit. 1. Dryfall Waterborne Topcoats: a. Egg-Shel Finish: 1) 1st and 2nd Coat: Sherwin-Williams Pro Industrial Waterborne Acrylic Dryfall, B42-82 Series a) 6 mils wet, 1.9 mils dry per coat. F. Metal: Structural steel columns, joists, trusses, beams, miscellaneous and ornamental iron, structural iron, and ferrous metal. 1. Alkyd Systems, Water Based: a. Semi-Gloss Finish: 1) 1st Coat: Sherwin-Williams Pro Industrial Pro-Cryl Universal Primer, B66-1310 Series 2) 2nd and 3rd Coat: Sherwin-Williams Pro Industrial Water Based Alkyd Urethane Enamel Semi-Gloss, B53-1150 Series a) 4 to 5 mils wet, 1.4 to 1.7 mils dry per coat. G. Dryfall Waterborne Topcoat: 1. Egg-Shel Finish: 1) 1st Coat: Sherwin-Williams Pro Industrial Pro-Cryl Universal Primer, B66-1310 Series a) 5 mils wet, 2 mils dry per coat. 2) 2nd and 3rd Coat: Sherwin-Williams Pro Industrial Waterborne Acrylic Dryfall, B42-82 Series. a) 6 mils wet, 1.9 mils dry per coat. H. Drywall: Ceilings, walls, gypsum board, and similar items. 1. Latex Systems: a. Semi-Gloss Finish: 1) 1st Coat: a) Sherwin-Williams ProMar 200 Zero VOC Interior Latex Primer, B28W2600 b) Hallman/Lindsay, Pro Wall Primer/Sealer, 227. 220025.00 09 90 00 - 6 Painting & Coatings ©Zimmerman Architectural Studios, Inc. c) 4 mils wet, 1.5 mils dry per coat. 2) 2nd and 3rd Coat: a) Sherwin-Williams ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series b) Hallman/Lindsay, Pro Kote Zero-VOC Interior Latex Semi-Gloss, 296. c) 4 mils wet, 1.5 mils dry per coat. b. Egg-Shel Finish: 1) 1st Coat: a) Sherwin-Williams ProMar 200 Zero VOC Interior Latex Primer, B28W2600 b) Hallman/Lindsay, Pro Wall Primer/Sealer, 227. c) 4 mils wet, 1.5 mils dry per coat. 2) 2nd and 3rd Coat: a) Sherwin-Williams ProMar 200 Zero VOC Eg-Shel, B20-2600 Series b) Hallman/Lindsay, Pro Kote Zero-VOC Interior Latex Eggshell, 284. c) 4 mils wet, 1.7 mils dry per coat. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially effect proper application. C. Test shop-applied primer for compatibility with subsequent cover materials. 3.2 PREPARATION A. Clean surfaces thoroughly and correct defects prior to application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove mildew from impervious surfaces by scrubbing with solution of water and bleach. Rinse with clean water and allow surface to dry. D. Masonry: Remove efflorescence and chalk. E. Gypsum Board: Fill minor defects with filler compound; sand smooth and remove dust prior to painting. F. Galvanized Surfaces: 1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1. 2. Prepare surface according to SSPC-SP 2. G. Ferrous Metal: 1. Solvent clean according to SSPC-SP 1. 2. Shop-Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Prime bare steel surfaces. 3. Remove rust, loose mill scale, and other foreign substances using methods recommended by paint manufacturer and blast cleaning according to SSPC-SP 6. Protect from corrosion until coated. 220025.00 09 90 00 - 7 Painting & Coatings ©Zimmerman Architectural Studios, Inc. 3.3 APPLICATION A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical components and paint separately. B. Apply products in accordance with manufacturer's written instructions. C. Apply coatings at spread rate required to achieve manufacturer's recommended dry film thickness. D. Regardless of number of coats specified, apply additional coats until complete hide is achieved. 3.4 PRIMING A. Apply primer to all surfaces unless specifically not required by coating manufacturer. Apply in accordance with coating manufacturer's instructions. B. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to top coat manufacturers. 3.5 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. B. Clean surfaces immediately of overspray, splatter, and excess material. C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously removed. 3.6 PROTECTION A. Protect finished coatings from damage until completion of project. END OF SECTION THIS PAGE INTENTIONALLY BLANK 220025.00 10 28 00 - 1 Toilet Accessories ©Zimmerman Architectural Studios, Inc. SECTION 10 28 00 TOILET ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Furnish and deliver all miscellaneous toilet accessories. B. Related Sections: 1. Section 04 20 00 - Unit Masonry 2. Section 09 21 16 - Gypsum Board Assemblies 3. Section 09 30 00 - Tiling 4. Section 10 21 13 - Toilet Partitions 5. Section 10 28 25 - Electric Hand Dryer C. Installation: Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section. 1.3 QUALITY ASSURANCE A. The 2015 International Building Code (IBC), as modified by the State of Wisconsin Chapters SPS 361-366 - Commercial Building Code, governs the requirements for products, materials, components, and systems that are indicated on the Drawings and specified in the Project Manual. 1.4 SUBMITTALS A. General: Submittals for this specification section must be 100% complete and in one (1) package. 1. Only the actual samples required shall be allowed as a separate submittal. 2. Non- complete submittals will be returned to the contractor without comment and stamped “rejected-resubmit”. 3. Contractors who knowingly want to submit non-complete submittals or break single system submittals into multiple submittals will be responsible to arrange with Architect, prior to submitting the submittal(s), and to compensate Architect for the extra work involved B. Submit the following: 1. List of items proposed to be provided in this Sections. 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage and interface of the work of this section with the work of adjacent trades. 220025.00 10 28 00 - 2 Toilet Accessories ©Zimmerman Architectural Studios, Inc. PART 2 - PRODUCTS 2.1 GRAB BARS A. 1 1/4" O.D. stainless steel grab bars of various types and configurations as required. Grab bars shall be complete with returns to walls, plaster flanges and cover plates. 1. Manufacturer: a. Bobrick Washroom Equipment, "No. B-5806 Series" b. Bradley Corporation "Model 832" c. American Specialties, Inc. "3700" Series d. A&J Washroom Accessories, "UG202" 2.2 MISCELLANEOUS ACCESSORIES A. Toilet Paper Holders: 1. Furnish at all toilets. 2. Two roll capacity: a. Bobrick, "B-4288" b. Bradley Corp. "Model 5402" c. American Specialties, Inc. "0030” d. A&J Washroom Accessories, "U840" 3. Partition mounted multi-roll stainless steel toilet tissue dispenser serving two toilet compartments: a. Bobrick, "No. B-386" b. Bradley, "Model 5422" c. American Specialties, "No. 0032" d. A&J Washroom Accessories, "U842A" B. Soap Dispensers: 1. Surface mounted vertical soap dispenser of type 304 stainless steel, 40 fl. oz. capacity, refill window, vandal resistant. Concealed wall fastening; hinged filler-top requires special key to open. a. Bobrick "No. B-2111" b. Bradley "Model 6563" c. American Specialties, "20363" d. A&J Washroom Accessories, "Model U126" C. Robe Hooks: 1. Stainless steel extending 2" from wall, 2" x 2" flange, satin finish. Provide one in each toilet room without toilet partitions, one for each shower and at other locations where required. a. Bobrick, "No. B-6717" b. Bradley, "Model 9114" c. American Specialties, "No. 7340-S" d. A&J Washroom Accessories D. Hat and Coat Hooks: 1. Satin stainless steel. 2" x 2" Flange. Hook 1" W, 6 1⁄2" H; projects 31⁄16" from wall. Concealed wall plate. a. Bobrick, "No. B-6827 b. Bradley, "Model 9134" c. American Specialties, "Model 7382-S" d. A&J Washroom Accessories, "Model UX116-SF" E. Utility Hooks: 1. Four hook unit fabricated from Type 304 stainless steel, satin finish. Four (4)Hooks, 10" apart. are 1" W, 6 1⁄2" H; project 2 1⁄4" from wall. Mounting strip is minimum 3" high with 1⁄4" return x 36" long. a. Bradley, "Model 9944" b. American Specialties, "Model 1307-4" c. A&J Washroom Accessories 220025.00 10 28 00 - 3 Toilet Accessories ©Zimmerman Architectural Studios, Inc. F. Towel Pins: 1. Provide one for each shower. Satin finish stainless steel towel hook. Satin finish. a. Bradley, "Model 9314" b. Bobrick, "Model B-6777" c. A&J Washroom Accessories, " UX111-SF G. Towel Bars: 1. 18 gauge Type 304 satin finish stainless steel, 1" diameter, 24" long a. Bobrick, "No. B-530" b. Bradley, "Model 852" c. American Specialties, "No. 7355" d. A&J Washroom Accessories, H. Shower Rods: Break-Away 1. Heavy duty shower rod, 18 gauge, type 304 stainless steel, satin finish, 1" diameter. Provide "Break-Away" flanges which will release shower rod if excessively loaded a. Rods: 1) Bobrick, "No. B-6107" 2) Bradley, "Model 953" 3) American Specialties, "No. 1214-2" 4) A&J Washroom Accessories, "UX1" b. Flanges: Spring loaded will release shower rod when excessively loaded. Accepts 1" rod. 1) Brey Krause Mfg., Bethlehem, PA, 610.867.1401, " S-4650-SS" 2) approved equal I. Shower Curtain and Hooks: 1. Provide at each shower. Opaque, white matte vinyl curtain containing antibacterial and flame retardant agents. 2. Color: White. Non-corrosive grommets along top edge. Bottom and sides hemmed. Width as required by shower opening. Hooks shall be fabricated from Type 304 stainless steel. a. Bobrick, "No. 204-2" shower curtain with "No. 204-1" shower curtain hooks. b. Bradley, "Model 9533" shower curtain with "Model 9536" shower curtain hook. c. American Specialties, "No. 1200-V shower curtain with "No. 1200-SHU" shower curtain hooks. d. A&J Washroom Accessories, "UX250P" with "UX169" Shower 3. Curtain Rings J. Shower Seats: (L-Shaped) 1. Folding shower seat with frame and mounting brackets of type 304 stainless steel and self-locking mechanism. Solid phenolic seat with drainage slots. Provide left-hand or right-hand seat, as required. a. Bobrick, "No. B5181" and "No. B5171" solid phenolic b. Bradley, "Model 9569 c. American Specialties, "No. 8206-R" and "No. 8206-L" K. Shower Seats: (Rectangular)(01/10) 1. Folding shower seat constructed of water-resistant, 5/16" thick solid phenolic. Type 304 stainless steel frame and mounting bracket with self-locking mechanism. Seat shall support up to 500 lb. when properly installed. 18" wide, projecting 15-13/16" from wall. Universal/Barrier-Free Mtg. a. Bobrick, "No. B-5191" b. Bradley, "Model 9562" c. American Specialties, "No. 8203" L. Shower Shower Soap Dispenser: 1. Surface mounted vertical soap dispenser of type 304 stainless steel, 40 fl. oz. capacity, refill window, vandal resistant. Concealed wall fastening; hinged filler-top requires special key to open. Provide (2) per shower. a. Bobrick "No. B-2111" b. Bradley "Model 6563" c. American Specialties, "20363" d. A&J Washroom Accessories, "Model U126" 220025.00 10 28 00 - 4 Toilet Accessories ©Zimmerman Architectural Studios, Inc. M. Paper Towel Dispenser: 1. Surface mounted, stainless steel paper towel dispenser. 2. 22 gauge, all welded stainless steel construction. 3. Capacity: 400 C-fold or 525 multifold paper towels. a. Bobrick, "No. B-262" b. Bradley, "Model 250 15" c. American Specialties, "No. 0210" d. A&J Washroom Accessories, "U180" N. Paper Towel Dispenser/Waste Receptacle: 1. Recessed mounted 22 gauge stainless steel paper towel dispenser and waste disposal. 2. Towel dispenser with capacity for 600 C-fold or 800 multifold paper towels. 3. Removable stainless steel waste container with 12 gallon capacity locked into cabinet. 4. Doors secured to cabinet with full length piano hinge. a. Bobrick, "No. B-3944" b. Bradley Corp. "Model 234" c. American Specialties, "No. 0469" d. A&J Washroom Accessories, "U650" O. Recessed Sanitary Product Dispenser: 1. Recessed for 4" deep wall. Stainless steel welded construction with satin finish on exposed surfaces. 18 gauge door with tumbler lock keyed alike: Brand name advertising on face of unit not permitted. 2. Mechanism shall permit dispensing of all popular brands of napkins and tampons. 3. Vendor shall be equipped with coin operated mechanism as directed. a. Bobrick, "No. B 3706" b. Bradley Corp. "Model 407" c. A&J Washroom Accessories, "U510" P. Sanitary Product Disposers: 1. Partition mounted stainless steel napkin disposal with removable receptacle serving two compartments. a. Bobrick, "No. B 354" b. Bradley, "Model 4721" c. American Specialties, "No. 0472-1" d. A&J Washroom Accessories, "U580" Q. Partition mounted/wall mounted stainless steel napkin disposal with removable receptacle. 1. For use in end unit when odd number of compartments occur. Provide surface mounted unit for partition mounting and recessed unit for wall mounting. a. Bobrick, "No. B-353" and "B 254" b. Bradley, "Model 4731-15" and "Model 4722" c. American Specialties, "No. 0473" "No. 0473-A" d. A&J Washroom Accessories, "U581" and "U582" R. Mop Strip: 1. Furnish and install in each janitor's closet, stainless steel mop strip with three () rubber cam mop holders. a. Bobrick, "No. B-223 x 36" b. Bradley, "Model 9954" c. American Specialties, "No. 8215-4 d. A&J Washroom Accessories, "UJ12B" 2.3 FRAMELESS MIRRORS A. Mirror: first quality 1/4" float glass, silver coated and hermetically sealed with a uniform coating of electrolytic copper plating. B. Surface mount to wall using hardware supplied by installer. 220025.00 10 28 00 - 5 Toilet Accessories ©Zimmerman Architectural Studios, Inc. C. 15 year guarantee against silver spoilage. D. Custom Sizes as noted on Drawings. E. Basis of Design Manufacturers: 1. American Specialties, "8287" 2. Other manufacturers as approved by architect. 2.4 BABY CHANGING STATIONS A. Horizontal and vertical design, as noted, with integral antimicrobial protection fabricated from molded plastic with reinforced, full length steel-on-steel hinges and multiple 11 gauge steel mounting supports. Unit shall extend no more than 4" from wall when closed. Unit shall withstand static load of up to 250 pounds. Hidden pneumatic gas spring mechanism. 1. Koala Kare Products, Div. of Bobrick Washroom Equipment, Inc., Englewood CO 800-764-3454 "Models KB200 and KB201" 2. Foundations Worldwide, Inc., Medina, OH "Model 100-EH" 3. Safestrap Company, Inc., Old Tappan, NJ "Diaper Depot" Vertical and Horizontal 4. Diaper Deck and Company, Inc. – Vertical and Horizontal Diaper Deck 5. A&J Washroom Accessories "U944" 2.5 CHILD PROTECTION SEAT A. Child Protection Seats: 1. Materials: FDA approved blow-molded high-density polyethylene (HDPE). 2. Capacity: Static loads of 50 lb. 3. Operation: Seat folds flat against back. 4. Hinge Mechanism: Steel pivot rod secured in metal tube. 5. Seat and Frame Support: Steel rod. 6. Safety Straps: Replaceable, snap-lock, nylon protective holding straps; extend over child’s shoulders and between legs. 7. Seat: Textured seat surface. 8. Mounting: Surface-mounted. Manufacturer-provided hardware kit with four threaded plugs with head holes, four 1/4 inch screws and washers for partition mounting. 9. Approved Manufacturers: Basis of Design. a. Koala Kare "KB102" b. Similar products by the following are also approved: 1) Foundations Worldwide, Inc., Medina, OH "Model 5806086" 2) Safestrap Company, Inc., Old Tappan, NJ " Diaper-Depot Safe-Sitter" 3) Diaper Deck and Company, Inc. " I'll-Hold-the-Baby " PART 3 - EXECUTION 3.1 INSTALLATION A. Grab Bars: 1. Furnish and install suitable wallplates anchored to wall as required and engineered to provide strength specified. 2. All grab bars shall be able to support over 300 lbs. without pulling loose from wall. B. Install toilet accessories in accordance with manufacturer's installation instructions anchoring firmly into position for long life under hard use. END OF SECTION Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-1 SECTION 13 18 11 ICE RINK GENERAL REQUIREMENTS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Quality assurance - prequalification criteria. B. General description of ice system requirements including ice rink floor, refrigeration system, and waste heat recovery systems. C. Reinspection. D. Submittal and project closeout requirements. E. Electrical requirements. F. General concrete requirements. G. Breathing apparatus. H. Floor drain containment systems. I. Start-up and shutdown procedures. J. Building first ice sheet. K. Demolition work. L. Emergency Preparedness Planning Assistance. 1.02 QUALITY ASSURANCE A. To demonstrate the qualifications to perform the Work, the Ice Rink Contractor shall submit the information requested below on or before December 6, 2023 at 12pm CT to Zimmerman Architectural Studios, Inc., Mark Natzke, Project Architect, 414-918-1463, Mark.Natzke@zastudios.com. Ice Rink Contractor is defined as the contractor responsible for completing all Division 13 work and all work shown on the “R” drawings. Subcontractors performing the work identified below shall also meet the qualifications. Qualification document submitted by the low bidder will be evaluated after the bid opening to determine if the Ice Rink Contractor meets these qualifications. 1. As evidence and assurance of the contractor’s ability to construct the project and support the Owner’s system with service the contractor installing and constructing the primary and secondary refrigeration systems must have successfully installed and constructed ammonia refrigeration systems and ice rink floors for five (5) ice rink construction projects that are similar to this project and completed within the past five (5) years. Submit information on each project. Submittal shall be on company letterhead, signed by an authorized representative of the company and include project description, portion of project completed by the company, location, construction cost, completion date, owner's name, owner's representative, phone number and completion date of work. 2. As evidence and assurance of the contractor’s concrete subcontractor’s ability to construct the project the contractor placing and finishing the concrete must have successfully completed the placement and finishing of concrete on eight (8) concrete ice rink floor construction projects within the past five (5) years. Submit information on each project. Submittal shall be on company letterhead, signed by an authorized representative of the company and include project description, portion of project completed by the company, location, construction cost, completion date, owner's name, owner's representative, phone number and completion date of work. 3. As evidence and assurance of the contractor’s controls subcontractor’s ability to construct the project the control subcontractor must have successfully completed the programming and installation of two (2) ice rink construction projects that are similar to this project that were completed within the past five (5) years. Submit information on each Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-2 project. Submittal shall be on company letterhead, signed by an authorized representative of the company and include project description, portion of project completed by the company, location, construction cost, completion date, owner's name, owner's representative, phone number and completion date of work. 4. As evidence and assurance of the contractor’s expansion joint subcontractor’s ability to construct the project the ice rink floor expansion joint subcontractor must have successfully completed twenty (20) construction projects that use the same type of joint. Submit information on each project. Submittal shall be on company letterhead, signed by an authorized representative of the company and include project description, portion of project completed by the company, location, construction cost, completion date, owner's name, owner's representative, phone number and completion date of work. 5. Submit the name of at least one (1) person employed by the company that will supervisor the fusion welding process along with their certifications, training and qualifications for performing the fusion welding process for high density polyethylene pipe (HDPE). B. Approved Ice Rink Contractors: 1. Rink Tec International Inc., CIMCO Refrigeration, Total Mechanical Services Inc., Commercial Refrigeration Systems Inc., Ice Builders Inc., Serv-Ice Refrigeration Inc., American Arena, LLC. 2. Approved Ice Rink Contractors are required to provide all qualification documentation as described under Section 1.02.A for verification. 3. Ice Rink Contractors seeking approval shall submit all prequalification documentation as described under Section 1.02.A. 1.03 GENERAL PROJECT DESCRIPTION A. The following is a general description of the project and may not include all materials and labor required or covered elsewhere in the contract documents. 1. Furnish and install a complete ice system including refrigeration system, ice rink floor, and waste heat recovery systems for sub-floor heating and snow melting. 2. Furnish and install an indirect refrigeration system including equipment, piping, insulation, valves, refrigerant, brine, gas monitoring system, controls, motor control center, electrical, accessories and all other necessary materials and labor required for a complete operating system. 3. Furnish and install two (2) concrete ice rink floors including floor insulation, vapor barrier, pipe supports, piping, reinforcement, concrete, expansion joint, accessories and all other necessary materials and labors required for a complete operating system. 4. Furnish and install waste heat recovery systems for sub-floor heating and snow melting including sand, piping, coil for pit, heat exchanger, pumps, valves, glycol, controls, electrical, accessories and all other necessary materials and labor required for complete operating systems. 5. Schedule and pay for all testing and start up services required by the contract documents pertaining to the ice system. 1.04 REINSPECTION A. In addition to the Engineer’s standard site visits throughout the project, the Engineer will be on- site at the end of the project to generate a list of uncompleted, or unsatisfactorily completed items, (i.e., punch list) after the project is reported complete by the Contractor and prior to the project’s required completion date. If the items are not satisfactorily completed and should additional site visits be required to follow up on uncompleted items, the Engineer shall be compensated at the typically hourly rate for each person involved in the re-inspection. The Contractor will be back charged the amount of the additional inspections. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-3 1.05 RELATED SECTIONS A. Division 0, Division 1, General and Supplementary Conditions. B. Section 131812 - Ice Rink Refrigeration System. C. Section 131813 - Ice Rink Floor System. D. Section 131814 - Ice Rink Piping, Valves and Accessories. E. Section 131815 - Ice Rink Waste Heat Recovery Systems. F. Section 131817 – Ice Rink Central Control System. 1.06 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 305 - Hot Weather Concreting. C. ACI 306 - Cold Weather Concreting. D. ACI 309 - Recommended Practices for Consolidation of Concrete. E. ASHRAE/ANSI - 15 Safety Code for Mechanical Refrigeration. F. ASME B31.5 - Refrigeration Pressure Piping Code. G. IEEE Standard 112 - Standard Test Procedure for Polyphase Induction Motors and Generators (Method B). H. NECA - Standard of Installation. I. NEMA ICS2 - Industrial Control Devices, Controllers and Assemblies. J. NEMA -MG - Motor and Generators. K. NEMA TC2 - Electrical Plastic Tubing (EPT) and Conduit (EPC-40 and EPC-80). L. NEMA-WC5 - Thermoplastic Insulated Wire and Cable. M. NEMA -WC7 - Cross Linked Thermosetting Poly Insulated Wire and Cable. N. NEMA 250 - Enclosures for Electrical Equipment. O. NFPA 70 - National Electrical Code. P. UL-83 - Thermoplastic - Insulated Wires and Cables. Q. UL 360 - Liquid-Tight Flexible Steel Conduit. R. UL 508 - Industrial Control Equipment. S. UL 651 - Schedule 40 and 80 PVC Conduit. T. UL 797 - Electrical Metallic Tubing. U. UL 810 – Capacitors. V. UL 845 - Control Panels. W. International Fire Code. X. International Building Code. Y. International Mechanical Code. 1.07 CODES AND STANDARDS A. All parts of the project shall be performed in accordance with the most recent version of the following codes and standards and all amendments: 1. State Building Codes. 2. State Electrical Codes. 3. State Mechanical Codes. 4. National Fire Protection Association Codes. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-4 5. ANSI/ASHRAE 15 -Safety Code for Mechanical Refrigeration. 6. ASHRAE 34-Number Designations and Safety Classification of Refrigerants . 7. OSHA. 8. American Standard Code for Pressure Piping ASA B31.1. 9. American Standard Code for Refrigeration Piping ASA B31. 10. American Standard Code for Pressure Vessels. 11. ANSI/IIAR Standard. 1.08 SUBMITTALS A. See General Conditions, Division 0 and additional requirements below. B. The Contractor’s approval stamp is required on all submittals and indicates that the Contractor has reviewed all materials and has a completed understanding of the specifications and requirements. Contractor shall clearly mark all deviations from the contract documents on all submittals. C. Progress Schedule. Submit progress schedule before project begins. D. Shop Drawings. All submittals shall conform to the requirements the General Conditions and these specifications. E. Test Reports. Submit one (1) electronic copy of test reports to the Engineer when specified. F. Certifications. Submit one (1) electronic copy of certifications to the Engineer when specified. G. Operation and Maintenance Manuals 1. Submit one (1) electronic copy for initial review. After reviewed by the Engineer and all changes are made, submit three (3) final electronic copy and three (3) final printed copies for the Owners use. 2. Prepare manuals, instructions and data by personnel experienced in maintenance and operation of described products. 3. Prepare data in form of an instructional manual. 4. Binders: Commercial quality, 8 ½ x 11-inch text pages, three D size, 3 ring binders with durable plastic covers, 2-inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. 5. Provide tabbed dividers for each separate product and system, with typed description of product and major component parts of equipment. 6. Sheets: Printed sheets in Part 1 shall have page protectors for each sheet. Printed sheets at the start and end of each additional section of the manual shall have page protectors. 7. Drawings: Provide with reinforced edges. 8. Manual covers to have printed title “OPERATION AND MAINTENANCE INSTRUCTIONS”, title of project, and subject matter of manual when multiple manuals are required. 9. Contents of Manuals: a. Table of Contents: Provide for each volume with each product or system identified, typed on white paper. b. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, subcontractors, and major equipment suppliers for each product or system. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-5 c. Part 2: Operation and maintenance instructions arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of subcontractors and suppliers. Identify the following: 1) Provide logical sequence of instructions for each procedure, incorporating manufacturer’s instructions. 2) Description of each unit, equipment or system. 3) Significant design criteria, normal operating characteristics and limiting conditions for each equipment and system. Include performance curves, engineering data and tests. 4) Operating Procedures: Include start-up, break-in, routine normal operating instructions, sequences, and shutdown of the system including, but not limited to, system checks, controls, stopping, valve number references, typical fluid levels in all vessels, emergency instructions, etc. Include winter, summer, and any other special operating instructions. 5) Start-up and shut-down procedure description including a step by step written description of how to start up and shutdown the system including, but not limited to, system checks, safety device checks, valves number references, typical levels in vessels, etc. 6) Instructions of care and maintenance instructions for equipment and systems including, but not limited to, manufacturer’s recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance. 7) Maintenance Requirements: Include routine maintenance procedures and guide for preventative maintenance and troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. 8) Detailed description of control system including a step-by-step written description of how to operate the control system. See Section 131817 - Ice Rink Control System for additional requirements. 9) List of equipment. 10) Parts list for each component. 11) Valve list that includes valve number, description, manufacturer, operation (normal closed or open, etc.). Provide schematic drawing of refrigeration system that shows locations of each valve. 12) Servicing and lubrication schedule, list of lubricants required. 13) Troubleshooting information. d. Part 3: Project documents and certificates, including the following: 1) Approved shop drawings and product data. 2) Manufacturer’s printed operation and maintenance instructions. 3) Detailed wiring diagrams of all electrical and control systems and all other electrical and control information. 4) Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. 5) Air and water balance reports. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-6 6) Test records a) Material and fluid tests for concrete, sand, glycol, etc. b) Pipe pressure tests for refrigeration system piping, rink floor piping, and transmission mains. 7) Certifications of inspections by regulatory agencies. 8) Warranties. Including project warranty and all equipment and material warranties. 9) Maintenance Drawings – Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. 10) Record Drawings including pipe routing, joint locations on all underground transmission mains, wiring diagrams, equipment layout, valve locations, etc. Reduce to half size and insert into back of manual 11) Training and reporting forms. a) Provide daily checklist form for recording operation of refrigeration system. 1.09 WARRANTY/GUARANTY A. In addition to the standard manufacturer's warranty on all equipment and materials, the contractor shall provide a standard one-year materials and labor warranty on all work performed for this project. 1.10 PRODUCT DELIVERY, STORAGE AND HANDLING REQUIREMENTS A. Transport, handle, store and protect products in accordance with manufacturer's recommendations. Secure products at all times. B. Store products with seals and labels intact and legible. C. Store products in a secure environment at all times. D. Provide adequate labor to handle products and prevent damage. E. All damaged materials and equipment will be rejected. PART 2 - PRODUCTS 2.01 ELECTRICAL A. See requirements in Section 131812 - Ice Rink Refrigeration Systems. 2.02 GENERAL CONCRETE REQUIREMENTS A. This section refers to all concrete work outside the ice rink floor unless otherwise noted. For concrete ice rink floor see Section 131813 - Ice Rink Floor. B. Concrete Mix: 1. Submit mix design fourteen (14) business days prior to placement. 2. Concrete shall be produced by a Ready-Mix Plant approved by the Engineer. Concrete shall meet the requirement of ASTM C94 - Standard Specifications for Ready Mix Concrete. 3. Mix Design Requirements Minimum 28-day compressive strength 4000 psi Coarse aggregate size 3/4 inch to #44 (ASTM C33 No. 67) Maximum water to cement ratio 0.45 Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-7 C. Material Requirements 1. Cement: Shall meet ASTM C150, Type 1 2. Aggregates: Shall meet ASTM C33 3. Water: Shall be clean, potable water. 4. Admixtures: a. Air Entrainment: Shall meet ASTM C260 b. Water Reducing Agent: Shall meet ASTM C494, Type A c. Fly Ash: Shall meet ASTM C618 class C or F. D. Reinforcement and Formwork 1. Formwork shall meet ACI 347 - Recommended Practice for Concrete Formwork. 2. Reinforcement shall be tagged and conform to ASTM A615 Grade 60. Installation shall meet ACI 315. 3. Tire wire: Shall be 16-gauge black annealed wire or heavier. E. Related General Materials 1. Polyethylene Sheeting: Shall conform to ASTM C171. 2. Finishing Compound: Thoroseal by Thoro System Products or equal. 3. Expansion Joint: Bituminous fiber type meeting ASTM D1751. 4. Joint Sealant: Two part - self leveling, polyurethane sealant. MasterSeal SL2 by BASF or equal. 5. Anchor Adhesive: For anchoring dowels. Hilti HIT Doweling Adhesive C-100 by Hilti Fastening Systems, Powers Pure 110+, or equal. 2.03 BREATHING APPARATUS A. Owner to provide form fitted equipment. 2.04 FLOOR DRAIN CONTAINMENT SYSTEMS A. Floor Drain Covers 1. Approved manufacturers: CPLabSafety (California Small Business #58199) or equal. 2. Provide one Drain Seal product for each of the floor drains in the ammonia refrigeration room. 3. Size: shall be 6” larger than the outside of the drain grate or as required by the manufacturer. 4. Material: The Drain Seal system shall be water-tight, Ultra-Tech flexible, 2-hour rated, non-absorbing urethane material, shall resist oil and ammonia, and maid with reinforced and tear resistant mesh. System shall seal using either side of material the material. 5. Color: orange Maximum pozzolan content 25% of cement content Minimum cement plus pozzolan content 564 lbs/cy Slump 3 inches +/- 1 inch Entrained air content 6% +/- 1.5% Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-8 PART 3 - EXECUTION 3.01 CONSTRUCTION UTILITIES AND FACILITIES A. Unless specified elsewhere, all temporary utilities and facilities required to complete the project shall be the responsibility of the contractor and costs for these utilities and facilities shall be incidental to the project costs. 3.02 INSPECTION A. The Contractor shall notify the Engineer a minimum of seven (7) business days prior to the following phases of the work: 1. Completion of subgrade preparation. 2. Start of sub-floor heating system piping. 3. Completion of transmission main installation 4. Start of floor insulation. 5. Completion of floor insulation. 6. Start of rink piping and header piping. 7. Completion of rink piping and header piping. 8. Final flushing of all piping systems. 9. Start of concrete placement. 10. Start of refrigeration piping insulation installation. 11. Start and completion of all pressure tests. 12. Start up and Training B. See Section 1.04 of this section for requirements regarding re-inspection of uncompleted or unsatisfactorily completed items. 3.03 CLEANING, PAINTING AND RESTORATION A. Contractor shall be responsible for cleaning the immediate construction area including the rink floor, perimeter concrete where work or demolition is conducted and the mechanical rooms where work is being performed. B. Patch and paint all holes caused or left by construction and demolition work. Match adjacent textures and colors. C. Clean all equipment and piping to original condition after project has been completed. D. Touch up all equipment paint, using paint provided by the manufacturer, after the installation is complete. E. All piping, valves, and other items related to the ice system resulting from required demolition shall be removed and disposed of off-site by the contractor unless specifically designated to be salvaged. F. Clean out snow melt pit. 3.04 CONCRETE WORK A. Reinforcement shall be installed with a minimum of 2" of cover. Adequately support reinforcement with concrete blocks or wire/plastic chairs. Splices shall be installed with minimum lapping distances shown on the plans and bars wired tightly together. B. Concrete Placement: shall conform to ACI 309 - Consolidation, ACI 306 - Cold Weather Placement, ACI 307 - Hot Weather Placement. C. All new concrete adjacent to the ice rink floor shall be placed at the same tolerance as specified for the ice rink floor and shall use the same benchmark, unless otherwise noted. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-9 D. Finishing: Apply float finish and uniform textured surface to all interior slabs. Apply broom finish to exterior slabs. Edge or chamfered the edge of all concrete that is adjacent an expansion or construction joint. E. Joints: Install control and construction joints as follows unless otherwise stated elsewhere: 1. Install control joints every 10 feet o.c. in each direction. 2. Install construction joints with expansion material and caulk at any new cold joints. F. Curing: Cover with burlap-polyethylene and damp cure for a minimum of 7 days. G. Testing: Contractor shall hire a testing agency to perform the following tests and shall pay for all testing and laboratory costs. Tests shall include air content (ASTM C 231), slump (ASTM C143) and compressive strength (ASTM C31, C39) for all concrete placed. Three (3) copies of the results shall be submitted to the Engineer. 3.05 START-UP AND FOLLOW UP SERVICES A. The refrigeration system shall not be started until all local and state governing authorities have inspected and provided written approval for all systems related to, and including the refrigeration, piping, controls, ventilation, ice equipment room and building and all other related systems; and all alarms and controls have been thoroughly tested for all conditions and modes of operations. B. Provide documentation of all piping pressures tests and vacuum tests on systems. All tests shall be witnessed by Owner or Owner’s representatives. C. After all piping systems have been tested according to the specifications and current codes and have been thoroughly cleaned, fill all piping systems with a complete charge of the specified primary and secondary refrigerants. Remove all free air from the systems. The contractor shall be responsible for removing air from the system throughout the warranty period of the project. The contractor shall take every precaution to fill the piping system in such a manner that results in maximum air removal and avoids trapping air in the system (for example, the ice rink floor). If air becomes trapped in the piping system, the contractor shall remove the fluid and refill the system as many times as required until the air is removed. Provide field report for each site visit where air is removed, or systems checked clearly detailing processes and observations. D. Provide all additional primary and secondary refrigerants necessary to maintain fully charged systems throughout the warranty period of the project. Test all refrigerants at frequency specified in Section 131812 – Ice Rink Refrigeration System and provide final test reports of each refrigerant (including moisture content, inhibitor concentration, solids, refrigerant content, etc.). E. Provide a factory trained technician for a minimum of 30 hours to completely check the operation of the refrigeration system and equipment and all associated systems and equipment during start up. Provide documentation and certification from trained technician with completed, detailed, check list. F. Concrete ice rink floors shall cure a minimum of 28 days prior to lowering the temperature of the ice rink floor. After the 28-day cure, lower the temperature of the ice rink floor at a maximum rate of 1-degree F per hour until a slab temperature of 34 degrees F and then 1-degree F every 2 hours until a slab temperature of 16-18 degrees F or as desired by the Owner. Apply water only after the desired operating temperature is reached. Provide documentation that procedure was witnessed by Owner or Owner representative. G. Provide the Owner's operating staff with twenty (20) hours of hands-on instructions on the safe operation of the entire ice system. This shall be provided in a minimum of three (3) separate days. Include detailed instructions on how to build the first ice sheet. Operation and Maintenance Manuals must be completed and approved at by this time so they can be reviewed during the training sessions. Provide a minimum of fourteen (14) days’ notice for all training sessions. Training sessions shall be coordinated with Owner’s schedule. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-10 H. Demonstrate that all control and alarm systems are working as required by code and specified in the contract documents. All necessary adjustments, additions, and electrical modifications shall be made to provide these systems. Provide documentation that procedure was witnessed by Owner or Owner representative. I. The Contractor shall provide the following follow-up services, at minimum. The cost of these services shall be incidental. 1. Forty-Eight (48) hours after the system has been operating, shutdown the system and remove the construction bags from the compressor and clean strainers and screens on the compressor and rink pump that has been operating throughout this period. Clean strainers and screens on all other valves and equipment. Start operation of second compressor and rink pump. 2. Forty-Eight (48) hours after the second compressor and rink pump start up, shutdown the system and remove the construction bags from the compressor and clean the screens on the compressor and rink pump that has been operating throughout this period. Repeat this step for additional equipment. Provide field report and documentation of all work performed and observations. 3. Provide compressor package start-up and post start-up maintenance/service as specified under Section 131812 Paragraph 2.06. Provide documentation of work. 4. Site visits during the warranty period as required to make adjustments to control settings, equipment functions, and any other parts of the system as required to optimize the operation of the ice system. J. Variable Frequency Drives: Provide start up services by a certified manufacturer’s representative to provide an additional 1-year warranty. Provide field report and documentation of all work performed and observations. K. Build the first ice sheet on each ice rink floor. The ice sheet shall be built in thin layers of water and in accordance with industry standard practices. This includes: 1. Build the black ice layer of ice (ice layer prior to painting). 2. Dasher board manufacturer to provide and install the ice markings. Coordinate installation of ice markings with Dasher Board System Contractor during the ice making process. 2. Build the ice over the ice markings to the ice thickness desired by the Owner. 3. Train the Owners staff in building the first ice sheet. L. Assist the Owner in preparing an Emergency Preparedness Plan, Process Hazard Assessment, or related documents by providing the Owner’s planning consultant with the required information on the ice system as requested and take part in a planning session with the Owner via teleconference. 3.06 SHUTDOWN SERVICES A. Provide the Owner's operating staff with ten (10) hours of hands-on instructions on the shutdown procedures of the system after the first ice season has finished. Provide a minimum of fourteen (14) days’ notice for all training sessions. Training sessions shall be coordinated with Owner’s schedule. 3.07 COORDINATION OF WORK A. The contractor shall be responsible for coordinating all work in Division 13 – Ice Rink. The contractor shall also work closely with the other subcontractors on the project and help coordinate all associated structural, electrical and mechanical systems. 3.08 PERMITS A. The contractor shall apply for and obtain all permits required to construct the project at no additional cost to the Owner unless specified otherwise. Woodmans Sports and Convention Center Janesville, WI Ice Rink General Requirements Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 11-11 END OF SECTION 131811 Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-1 SECTION 13 18 16 ICE RINK DASHER BOARD SYSTEM AND ACCESSORIES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Quality assurance - prequalification criteria. B. Approved manufacturers. C. Dasher board system materials. D. Floor anchors. E. Advertisement panels. F. Accessories G. ALTERNATE BID: As specified herein and on the drawings 1.02 QUALITY ASSURANCE A. Contractors wishing to bid/quote on this project must submit, with their bid, the following prequalification criteria. 1. Submit a list of five (5) ice rink construction projects the company has completed that are similar to this project and that were completed within the past five (5) years. Submittal shall be on company letterhead, signed by an authorized representative of the company and include project description, portion of project completed by the company, location, construction cost, completion date, owner's name, owner's representative, phone number and completion date of work. 2. Contractors/manufacturers listed as approved manufacturers in section 2.1 are not required to submit the prequalification material described in paragraph A.1 of this section. 3. Contractors/manufacturers seeking approval shall supply a sample panel section representative of all components to be used in the dasher board section if requested by the Owner. 1.03 RELATED SECTIONS A. Section 007200 - General Conditions. B. Section 007300 - Supplementary Conditions. 1.04 CODES AND STANDARDS A. All parts of the project shall be performed in accordance with the most recent version of the following codes and standards and all amendments: 1. State Building Codes. 2. National Fire Protection Association Codes. 3. OSHA. 1.05 SUBMITTALS A. Shop Drawings. All submittals shall conform to the requirements of the General Conditions. Shop Drawings shall include product information on all materials, color samples of all standard colors for top sill, facing, kick plate, backer panels, benches, and tables. Shop Drawings shall clearly highlight and note any materials, dimensions, etc. that do not match the contract documents. Samples shall be representative of thickness of material that will be supplied. B. Structural Calculations: If requested, the manufacturer shall supply structural engineering calculations for the dasher board system. C. Progress Schedule. Submit progress schedule before project begins. Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-2 D. Certifications. Submit four (4) copies of certifications to the Engineer when specified. E. Project closeout documents: 1. Provide all documents required by the General Conditions and these specifications. F. Payments for all submittals shall be incidental to the cost of the project. 1.06 WARRANTY/GUARANTY A. In addition to the standard manufacturer's warranty on all equipment and materials, the contractor shall provide a standard two-year materials and labor warranty on all work performed for this project. 1.07 PRODUCT DELIVERY, STORAGE AND HANDLING REQUIREMENTS A. Transport, handle, store and protect products in accordance with manufacturer's recommendations. Secure products at all times. B. Store products with seals and labels intact and legible. C. Store products in a secure environment at all times. D. Provide adequate labor to handle products and prevent damage. E. Protect top sill from becoming scratched or marked up during installation. 1.08 ALTERNATE BIDS A. Definition: Work that is added or deducted from the Base Bid amount if the Owner decides to accept the corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. B. The cost or credit for each alternate is the net addition to, or deduction from, the Contract Sum to incorporate the alternate into the Work. No other adjustments are made to the Contract Sum. C. Alternates may be accepted by the Owner in any order and may be used to determine the low bidder. D. The bidder shall bid on each alternate specified as part of the specifications. Alternates not specifically requested will not be considered unless prior approval has been granted by the Engineer. E. Description of Alternate Bids: 1. ALTERNATE BID 5 :Provide quick release fastener system on backer panels at additional locations shown for the Multipurpose Arena. PART 2 - PRODUCTS 2.01 APPROVED MANUFACTURERS OF DASHER BOARD SYSTEM A. Becker Arena Products/Sports Systems/Athletica/Cascadia, Riley Manufacturing, Rink Systems, Welmar Recreational Products, or others by prior approval. 2.02 FRAME A. All dasher panels whether straight, curved or gated shall have the same design and similar construction. Panels shall be all welded construction. B. Standard Sizes: Panel Section Height Length Width Straight 41” 96” 6” Curved 41” 88” 6” Back of Players Boxes See plan 96” 6” Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-3 C. Materials: 1. Aluminum: Shall be structural alloy 6005A-T6. Architectural alloy is not acceptable. Shall meet ASTM B221 and Federal Specifications QQA200-9. 2. Systems shall be constructed with either aluminum or steel materials, not a combination of the two. 3. Height of systems shall be modified if ice retainers is used. D. Components: See drawings. E. Connections: Panels shall be fastened together through end plates at a minimum of three (3) locations with 1/2" diameter (minimum) bolts. F. Other Supports: Provide additional supports where required and to accommodate systems such as quick release backer panels, gap closures, material, taller panels, etc. G. All holes used in the framing system shall be pre-punched with slotted holes to allow for expansion and contraction in the polyethylene materials. H. Systems that require external support posts on the back side of the dasher panel section are not acceptable unless specified or noted on the drawings. 2.03 SHIELDING A. Shielding shall be as specified herein and shown on the drawings. B. Tempered Glass Material: Shall be clear float tempered glass. Material shall conform to CAN2- 12.1-M79, Type 2 or equivalent. All edges shall be ground or beveled to minimize breakage. C. Acrylic Material: Shall be cell cast acrylic sheeting as manufactured by Rink Shield, CrystaPlex 590 or equal. All sheets shall be clear and colorless. Material shall conform to ASTM D4802-88. D. Dimensions: 1. Height of shielding: As shown on the drawings. Specified height of shielding shall be measured from top of top sill to top of shielding. 2. Thickness of shielding in inches: As shown in table below with nominal dimensions shown in (): Type Sides Ends Radius Acrylic 0.545-0.620 0.545-0.620 0.545-0.620 Glass 0.472 (1/2) 0.591 (5/8) 0.591 (5/8) 3. All shielding shall be equal widths wherever possible, so the panels are interchangeable. 4. The top two corners of each piece of shielding shall be rounded to ½” radius. E. Other: 1. Provide one (1) 2.5” diameter speaker hole(s) in shielding in front of scorer's box. All edges of hole shall be routed smooth. 2. Custom Camera Holes and Covers. Provide custom camera holes in shielding at locations noted on the drawings. Holes shall be rectangular and approximately 4” high x 6” long with rounded corners. Holes shall be covered by a ½” acrylic shielding cover fastened to the shielding with heavy duty Velcro fastening system and braided nylon safety string. The bottom of the hole should be located 5” above the caprail per NHL standards. 3. Provide extra pieces of shielding as stated below. Thickness to match specifications for specified area. Location Height (inches) Material No. of Pieces Seamless system 72 Tempered glass 2 Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-4 Support system 72 Tempered glass 1 4’ Access gate 72 Tempered glass 1 3’ Access gate 72 Tempered glass 1 Equipment gate 72 Tempered glass 1 Emergency Repair 72 0.591” thick Acrylic 2 TOTAL 8 2.04 SHIELDING SUPPORTS A. Material: Shall be structural alloy 6005A-T6 conforming to ASTM B221 and Federal Specifications QQA200-9 or architectural alloy 6061-T6. B. As specified in Article 2.02 – Frame, in this Section. C. Construction: 1. Supports: a. Between Shielding: Two-piece design with ice side piece to have a flat face. Round construction on ice side will not be accepted. Shall be screwed assembly. b. End/Terminations: One-piece channel design at all glazing terminations, gates, and 90-degree corners. c. Finish: Manufacturer’s standard 202R1 clean anodized finish. d. Supports shall fit snuggly through top sill and secured at bottom of the middle stringer as shown on the drawings. D. Gaskets: Continuous polyethylene gasket to hold shielding in place. Thickness of gasket shall vary for varying thickness of shielding to provide snug fit between the shielding and the support. E. Hardware: All hardware shall be made of extruded aluminum alloy 6005A or 6351-T-6. All fasteners shall be recessed flush with surface of support. All fasteners and hardware shall be removable for easy replacement of shielding and disassembling for removal and reinstallation. F. Height: As indicated on the drawings or 1" max. distance below top of shielding if not indicated on the drawings. G. Spacing: Nominally 4'-0" on center. H. Other: Eye bolts shall be provided on each support on ends and radius for connection of netting. I. Provide 3 extra Polycarbonate H sleeves for each different height of shielding. 2.05 POLYETHYLENE A. Material: High impact, high density, stress relieved, virgin polyethylene. Reprocessed polyethylene is not acceptable. B. Dimensions: See drawings. C. Colors: 1. As stated in material schedules on drawings. “Owner” means color shall be selected by Owner from the standard colors of white, black, royal blue, red, gold, yellow. It does not include the premium colors of light blue, green, navy blue, and some shades of grey or custom colors. 2. All like colors shall match. 3. White: Shall be Bright white in color. Natural white is not acceptable. D. Fasteners: See Article 2.07 in this section. E. Top Sill: 1. Dimensions – see drawing. Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-5 2. When supported acrylic shielding system is being used, a 3/8” deep continuous channel shall be routed in top sill to support shielding. F. Kick Plate: 1. Shall be fastened to facing of dasher board system. G. Facing Panels: 1. Shall be one piece, cut to match dimension of frame. 2. Line Markings: a. Shall be installed at locations shown on the drawings and shall be installed flush with dasher board facing. b. Facing shall be routed ¼” deep so ¼” colored line marking material can be inserted into facing panel. H. Backer Panels: 1. Shall be one piece, cut to match dimensions of frame. 2. In the player's boxes, backer panels shall cover all exposed framing and shall only be cut out for water bottle shelf opening. 3. Provide polyethylene trim pieces between each section of back panel. 4. Quick Release System (Multipurpose Arena ONLY). a. Install a quick release system on for bleacher backer panels 1) ALTERNATE BID 5 – Install backer panel in the locations as shown on the drawings. b. System shall allow panels to be removed without removing fixed fasteners by using three spring latches at the top of the framing per panel. c. Spring latches shall be accessed through a ¼” access hole in top sill. d. A zinc plated bracket shall secure backer panel at the base of the framing system. e. Provide an extra 1 ½” x 3” support welded to dasher frame at mid-point to support quick release backer panels. I. Officials Table 1. Shall be one piece. 2. Shall be fastened to dasher board system on three side. J. Thresholds: 1. Thresholds for equipment gates shall be constructed of a metal frame and a polyethylene top piece. Frame height shall be as required to provide an overall height shown in the table on the drawings. See drawings also for thickness of polyethylene. Frame material shall meet the requirements of Article 2.02 and polyethylene shall meet the material requirements of this article. 2. All equipment gate thresholds shall be easily removable for dry floor event access and for easy replacement. 2.06 FASTENERS FOR POLYETHYLENE MATERIAL A. The fasteners specified in this article shall be used for securing the facing, backing, top sill and kick plate materials. B. Material: Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-6 Framing Material Fastener Size and Type Aluminum ¼ “-20 Type F zinc – self tapping, color to match poly material Steel ¼” Phillip flat head machine screw, flat washers, ¼” nylon insert lock nuts C. Construction: 1. The heads of the screws shall be painted to match the facing color. 2. Fasteners for bottom row of kick plate shall be stainless steel. For outdoor rinks, all fasteners shall be stainless steel. 3. Spacing shall not exceed 10 inches on center. 4. Screw holes in poly material shall be large enough to allow for expansion and contraction. 5. Thresholds: All fasteners on thresholds shall be counter-sunk ½”. 2.07 PLAYERS, PENALTY, SCORER, CAMERA BOXES A. Dimensions: As shown on the drawings. B. Framing Systems: Shall be constructed of same material as the dasher frame, conforming to material requirements of Article 2.02, and as shown on the drawings. 1. Components: See drawings. 2. Benches shall be constructed so that they can be easily removed including tube supports built into flooring to support the bench supports. C. Flooring. Shall be constructed with 3/4" fire treated plywood screwed to framing. Provide coaches walk as shown in the drawings for the full length of the player's benches. All exposed surfaces shall be covered with 1/2” black resilient flooring material as manufactured by Humane or equal. D. Scorers Box Table(s) and Benches: 1. Provide table(s) and benches with dimensions shown on the drawings. 2. Framing material as specified in this article. 3. Bench material as specified in Article 2.07 of this specification. Thickness as specified on the drawings. E. Fasteners: Fasteners that come in contact with pressure treated or fire-retardant treated wood shall be hot-dipped galvanized steel with a minimum rating of G-185 (1.85 oz. of zinc/sq.ft. of metal) meeting ASTM A153, stainless steel, or silicon bronze as required by the International Building Code Section 2303.1.8.5. Plain finish elsewhere. Electroplated galvanized fasteners shall not be used for exterior applications. Fasteners for benches shall be 3/8” carriage bolts. F. Backing: Specified in Article 2.07 of these specifications. G. Other: Incorporate a water bottle shelf in player's boxes and penalty boxes as shown on the drawings. Shelf shall run full length of player's box. Material thickness as shown on the drawings. Color of shelf material shall be white to match color of backer. H. Other: All electrical power and AV components shall be recessed into the dasher board system for a flush finish. 2.08 PLAYERS AND ACCESS GATES A. Provide access and players gates with openings as shown on the drawings. B. Gates shall be integrated into the standard 8’ long panel sections and shall be Left or right swing as directed by the Owner. C. Gate panel framing shall be similar construction as dasher framing. Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-7 D. Gate Latches: Shall be solid, steel welded construction, with a single 3/8” thick x 2” wide steel flat bar, easily opens with glove hand. Fastened to framing with 3/8” x 1 ¼” hex head bold and 3/8” nylon locking nut. Shall latch by gravity and latch on their own when gate is closed. E. Gate Hinges: Shall be two lift off type hinges welded. All hinge assemblies shall have grease fittings for easy lubrication or use nylon bushings. Piano type hinges, 10 GA, non greasable, bolted to frame, are acceptable where shielding is not used. Hinges shall be adjustable. F. Doorstop: All gates shall have a steel door stop welded to the frame with minimum dimensions of 3/8” x 3 ½” x 4 ½ long”. G. Ice Side Release Devices: All players and access gates with shielding shall have push button releases located on in the top sill, on the ice side, so that the gate can be opened from the ice side. H. Finger hold: Route a 3/8” deep x 3/4” wide area in top sill at all access gates with glass shielding to be used as a finger hold to close doors from the ice side of the board system. I. Gate shall be constructed so top of threshold is located as follows: Type of Gate Distance Above Finished Floor (in) Players 9 Access 3 Access (Main Entrances) 1 1/4 Equipment 2 J. Casters: For gates over 42” wide, provide 5” diameter, spring loaded, adjustable, zinc plated framing, polyurethane tires. Provide casters on each leaf. 2.09 EQUIPMENT GATES A. Shall be double leaf gates with opening sizes as shown on the drawings. B. Materials: Framing materials to meet requirements of Article 2.02 of this specification and be of similar construction. C. Latch: Shall be the sliding steel tube with minimum dimensions of 2 ¼” x 2 ¼” x 12 gauge or 2" diameter solid steel rod with large handle (push down). Zinc plated all components. Provide two (2) latches per gate. D. Lock: Each leaf of gate shall lock into concrete perimeter slab with 3/4" diameter x 12” long solid steel, zinc plated cane bolts. E. Hinges: Zinc plated, heavy duty, manufactured using 3/8” thick steel components and ¾” minimum diameter hinge pins, adjustable, lift off type welded to frame. Shall have grease fittings for easy lubrication. Two hinges per door. F. Casters: 5” diameter, spring loaded, adjustable, zinc plated framing, polyurethane tires. Provide casters on each leaf. G. Fasteners: Shall be zinc plated and color to match where necessary. 2.10 GOAL LIGHT SYSTEM (WIRELESS) A. Goal Lights: Furnish and install two (2) complete wireless goal light systems and support system. B. Approved manufacturer: OES Scoreboards, Nevco, or equal to match the scoreboard. The Dasher Board manufacturer shall check with the scoreboard manufacturer for complete compatibility of the wireless goal light system prior to ordering the wireless goal light system. Notify the Engineer of any discrepancies or questions. C. Features and Materials: 1. Green and red lighting systems including light assembly and protective cover, shell, end cap, cover plate and mounting hook. Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-8 2. Wireless transmitter that is compatible with the existing scoreboard and remote activation switch. 3. Goal light switch and cable for manual activation 4. Support system to securely mount goal light system independent of flexible shielding systems. 2.11 GAP CLOSURES A. Furnish and install material to fill the gap between the back of the dasher board panel and the bleachers, stairs, ramps, and all other raised structures. B. Material: 1. Polyethylene: 3/8” thick x 3” x 3” angle x width shown on drawings. Length of each piece shall be minimum of 8 feet or longest possible for area of application. Material shall be high impact, high density, stress relieved, virgin polyethylene. Reprocessed polyethylene is not acceptable. Router top edge on opposite side of the bleachers to provide a radius. Furnish and install all additional framing and supports required for fastening to dasher framing and for solid support over gap length. Framing and support material shall match dasher panel framing material. Color selected by Owner from standard colors of white, gold, dark blue, light blue, red, green and yellow. The color of all material shall match. C. Fasteners: See Article 2.07 in this section. D. Construction: Gap closure system shall be mounted to the dasher board system only and not to the adjacent structure. 2.12 FLOOR ANCHORS AND INSERTS A. Anchors components include bolts, inserts, washers, threaded rod, and hold down plate as shown on the drawings and as follows: 1. Where dasher board system is located on the perimeter concrete: New holes shall be drilled for each anchor. Anchors shall be 5/8" x 3” zinc plated inserts by Hilti-HFA 200, Hilti HY 150, or equal. Expansion anchors are not acceptable. 2. Where the dasher board system is located on the ice rink slab: Anchor assembly shall be as detailed on the drawings or equal and shall be cast in place into the concrete ice rink floor. If material type is not shown on the drawings, then insert material shall be: a. For removable panels: Anchor inserts, and washers shall be 303 stainless steel, base plate may be 303 Stainless steel or carbon steel and bolts shall be zinc plated material. B. Bolts shall be 5/8” diameter. Material shall be as stated herein. C. Hold down plate shall be sized as shown on the drawings. D. Anchoring Adhesive (for drilled in anchors) 1. Approved Manufacturers: Hilti HIT Doweling Adhesive HIT HY-150 MAX, Red Head A7 Adhesive, Simpson Strong-Tie AT-High Strength or equal. 2. Properties: a. ASTM C881 Type IV, Grade 3, Class A, B, C. b. Bond Strength: ASTM C 882: 2900 psi min. at 2 days. c. Compressive Strength: ASTM D 695: 9200 psi min. at 7 days. d. Water Absorption: ASTM D 570: 0.23% (24 hours). E. Plug Materials: Furnish and install threaded plugs for each insert. Brass for the dasher board inserts. Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-9 2.13 ADVERTISEMENT PANELS A. Furnish and installed by others. 2.14 PROTECTIVE SPECTATOR NETTING SYSTEM A. Size and Location: Netting shall be installed where shown on the drawings. The netting shall extend from 6” below the top of the shielding supports to the height specified on the drawings. The net shall be custom made to fit the exact length and height required. B. Material: 1. Nylon. #420 knotless High Tenacity Polypropylene (HTPP) Pylon, 1 1/2" square mesh x 1.8mm twine, 125 lb. minimum break strength, UV and weather resistant and treated with fire retardant coating. Perimeter edging shall be reinforced vinyl, double sewn with #2 brass grommets. Grommets locations shall be a maximum of 24" on center. Color will be black or white as selected by the Owner. C. Support System: 1. The top of the netting shall be supported with a continuous rigid conduit or rigid bar system (10-foot minimum length sections) formed to the radius dimensions of the rink. Rigid supports shall be installed at the bottom of the netting at all equipment and access gates. Conduit supports shall be galvanized steel. 2. Support Cables: 3/16" galvanized steel cable to roof structure. 3. Fasteners: Netting shall be attached to top of shielding with cable system and metal clips or nylon tie straps. Every 4’ o.c., centered on each sheet of shielding, cable shall be attached to shielding with suction cups if supportless shielding, fasteners shall be attached to poly clips at top of shielding. Nylon ties shall be 1/8" wide, UL recognized and a minimum tensile strength of 100 lbs. 4. Provide all other cables, clamps, turnbuckles, eyebolts, suction cups, plastic ties, etc. as required for a complete, clean and neat installation. 2.15 ACCESSORIES A. Glass Handler Suction Cups. 1. Furnish one (1) pair of suction cup devices for glass handling to aid in removal of tempered glass or acrylic shielding, 8” diameter with Lexan handle, 125-pound capacity as manufactured by Wood’s Power Grip or equal. B. Glass and Acrylic Cleaning Kits as manufactured by Novus (www.novuspolish.com, 800.548.6872) or equal: 1. Furnish one (1) cleaning starter kit that includes the following: a. One (1) 8 oz. bottle of Polish 1 - Clean and Shine. b. One (1) 8 oz. bottle of Polish 2 - Fine Scratch Remover. c. One (1) 8 oz. bottle of Polish 3 - Heavy Scratch Remover. d. Two (2) NOVUS Polish Mates 2. Furnish one (1) package of ten (10) polish mates: a. Size: 13” W x 13” L each. b. Re-usable and washable. c. Microfilament, highly absorbent, extra durable. d. soft and abrasion resistant. 3. Furnish one (1) buffing kit that includes the following: Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-10 a. One (1) wool applicator pad. b. One (1) wool buffing pad. c. One (1) back plate adapter. d. One (1) ¼” spindle adapter. e. One (1) Instruction sheet. C. Glass Handling Device. 1. Model P1-1104 power frame or equal. 2. Lift Capacity: 700 lbs minimum. 3. Unit shall tilt from vertical to flat position as well as 180 degrees of edgewise rotation. Unit shall be equipped with four suction cups and a push-button switch for operation. 4. Provide forklift attachment assembly. 2.16 ICE MARKINGS A. Furnish and install a complete ice marking set for each rink. Each set shall include but not limited to: 1. Paint for: a. Approved Manufacturers: Lumin’ Ice Pro, Crystal-Ice, Jet Ice or equal b. Entire surface of ice: white in color c. Ice Markings: Includes circles, lines, dots and goal crease as shown on drawings. d. Ice Logos: Owner to provide. PART 3 - EXECUTION 3.01 INSTALLATION A. Prior to delivering materials to the site and beginning installation, verify that the rink floor has been released for lift access and that the expansion joint has been installed and inspected. B. The manufacturer shall provide all materials and labor for a complete dasher board system and installation. The dasher board system shall be shop fabricated as much as possible prior to delivering to job site. C. Installation shall be completed under the direct supervision of an experienced representative from the manufacturer. D. Installation shall be performed per the manufacturers recommended requirements and instructions. System shall be securely anchored in place. Provide all trim, shims and other accessories required for a complete, level and plumb, installation. E. Any material that is scratched, marked up, chipped, dented or damaged in any way shall be replaced. F. All parts of the system shall be thoroughly tested and adjusted, as necessary. Walk through the system with the Owner and make all adjustments necessary for the Owner's satisfaction. G. Nylon ties used to attach netting at top of shielding and elsewhere shall be cut off or trimmed in such a manner, and with the appropriate tools, to eliminate all sharp edges. H. All supportless shielding systems shall be installed with a maximum 3/8” wide space between any two pieces of shielding. 3.02 ANCHORS AND INSERTS A. The dasher board manufacturer shall be on-site prior to and during the concrete rink floor pour to install, protect and adjust the anchors and inserts when the dasher board system is being installed on the rink floor. Woodmans Sports and Convention Center Janesville, WI Ice Rink Dasher Board System and Accessories Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 16-11 B. Field verify the location of goal inserts in the concrete floor (if applicable) to assure alignment with the goal line markings on the dasher board system. 3.03 RESILIENT FLOORING IN BOXES A. Cut rubber flooring to fit neatly and tightly around fixed objects and perimeter. Provide flush surfaces at sills and gates. Flooring to be loose laid over plywood substrate on the main box level. Flooring to be securely fastened on coaches raised platform and other raised floor levels within the box areas. All other exposed aluminum or steel to be covered by rubber flooring (horizontal surfaces) or poly (vertical surfaces). 3.04 ADVERTISEMENT PANELS A. Installation by others. 3.05 ICE MARKINGS A. The dasher board manufacturer shall supply and install the paint and ice markings as shown on the drawings and/or specified herein. Coordinate installation with the ice rink contractor and/or Owner when they are making the ice sheet. B. Paint shall be applied at rates recommended by the paint manufacturer and supplier (3 coats minimum for the white paint) and to achieve full uniform coverage of the ice surface, marking areas, etc. C. Painting shall be performed by a company or crew that has painted a complete set of ice markings for a minimum of ten (10) ice rinks. D. Logos shall be furnished and installed by the Owner. 3.06 CLEANING A. Clean all surfaces thoroughly prior to leaving the job site. The systems shall not be cleaned until all punch list items have been addressed. 3.07 START-UP SERVICES A. After all systems have been tested and thoroughly cleaned provide the Owner’s operating staff with a minimum of 4 hours of hands-on instructions on the operation and maintenance of the system. 3.08 COORDINATION OF WORK A. The contractor shall be responsible for coordinating all work specified herein and shall work closely with other subcontractors on the project. 3.09 PERMITS A. The contractor shall apply for and obtain all permits required to construct the project at no additional cost to the Owner unless specified otherwise. END OF SECTION 131816 Owner Supplied Contractor Installed (or vendor specific) Contractor Supplied & Installed City Procured & Installed, Owner Supplied & Installed 100 VESTIBULE Benches (2) Dining chairs (8) Dining tables (4) Lounge chairs (10) End tables (6) Lounge - serpentine (2) Coffee table (2) Benches (8) 101 (A) LOCKER ALCOVE Lockers X Tables (10) Trash cans (2) X Task chairs (20) TV monitor mounts X ProAudio Racks X Folding partition X Tables (10) Trash cans (2) X Task chairs (20) TV monitor X 104 STOR 105 FIRST AID Cot/Training table Wall mtd chairs (2) 106 TOILETS Desks (6) Computers (4) X Task chairs (5) Copier/printer X Skate sharpener X Skate racks (9) X Tables (3) TV monitor X Dining chairs (12) Refrigerator X Coffee maker X Microwave X Trash cans (2) X Guest Chair (2) Task chairs (1) Computer X Desk File cabinet Task chairs (1) Computer X Desk Guest Chair (2) Conf table (1) File cabinet (2) Task chairs (3) Computers X Workstations (3) Lockers X Lateral File (1) Copier X Storage Cabinet (1) TV monitor X Trash cans (2) X 113 ELECTRICAL 114 JAN X Large trash cans (6) X iPads (3) X Shelving units (5) X Short refrigerator (5) X Large refrigerator (3) X Warming cabinet X Toaster ovens (2) X Coffee maker X 115 (C) DRY STORAGE Shelving units (3) X Large trash cans (2) X iPads (2) X Shelving units (2) X Large refrigerator (2) X Rectangle dining tables (10) Trash cans ? Round dining tables (3) Coffee tables (2) End tables (3) Benches (1) Dining chairs (12) Lounge chairs (6) Lounge - serpentine (2) 118 VESTIBULE Benches 119 WELLNESS ROOM City to procure direct from vendor, take out of GC specs Equipment Furniture (Designer to provide specs/quantities, all coordination by owner) ROOM NAMEROOM NUMBER GC CONTRACT ICE ARENA LOBBY117 MAIN LOBBY101 MEETING ROOM (A)102 BEER SALES116 115 (A) & 115 (B)FOOD PREP & CONCESSIONS MEETING ROOM (B)103 CHECK-IN/RENTAL107 SKATE RENTAL108 112 ADMIN COPY AREA112 (A) BREAKROOM109 OFFICE110 OFFICE111 120 FAMILY RESTROOM 121 WOMEN 121 (A) WELLNESS ROOM Lounge chair (1) 122 MEN 123 WET TEAM ROOM 4 Coat hook strips X Benches built-in plans 124 WET TEAM RR 125 WET TEAM ROOM 3 Coat hook strips X 126 TEAM ROOM 5 Coat hook strips X 127 TEAM ROOM 4 Coat hook strips X 128 UNISEX TLT Stool Clinic Sponsored Exam tables (2)X Guest chair Clinic sponsor Ice caddy X 130 PASSAGE 131 LAUNDRY Washer/dryer (2) X TV monitor X Jets to pay for Stick rack X Lockers X 133 MAIN COACH TV monitor X Jets to provide 133(A) CLOSET Stick rack X Jets to pay for 134 ELEC Ice rink bumpers X Skate assist storage X Training tires X Mounting hooks (?) Hocket nets (10) X Goal stations X Padding X Volleyball nets X Pickelball nets X Soccer nets X Scoreboards x Skate Harness System X X 136 (A)MERCYHEALTH ARENA NORTH SEATING 136 (B) MERCYHEALTH ARENA SOUTH SEATING 137 Y.H. STORAGE JYH Shelving units (27) X Paid, assembled, installed by JYH 138 WET TEAM ROOM #1 Coat hook strips X Benches 139 WET TEAM RR 140 WET TEAM ROOM #2 Coat hook strips X Benches 141 UNISEX TLT 142 JAN Shelving & trash cart X Computers X Furn by youth hockey 144 PASSAGE 145 REFEREE Round table (1) Lockers X Side Chairs (4) 146 REFEREE RR 147 TEAM ROOM 1 Coat hook strips X Benches 148 TEAM ROOM 2 Coat hook strips X Benches 149 TEAM ROOM 3 Coat hook strips X Benches 150 IT Need equipment 151 ICE RINK CIRCULATION 152 ELEV 153 ELEV EQ Goal stations X Padding X Volleyball nets X Pickelball nets X Soccer nets X Scoreboards X Portable Scoreboards X 1 Per volleyball court Basketball hoops (9 hoops, 2 courts) X Skate Harness System X Possible future install by owner 154 (A) MULTIPURPOSE SEATING Bench seating X Ice rink bumpers X Confirm youth hockey Skate assist storage X Needed for city open skate? Brought over from late arena 155 LOBBY / LINK Basketball hoops (3) X Share sports equipment specs Portable Scoreboards X 1 Per volleyball court Gym Scoreboards X Folding partitions (4) X 157 ELECTRIC 157 (A) AV CLOSET Add equipment Share sports equipment specs Share sports equipment specs, list quanitites, review lacrosse. YH COACH143 ICE RINK CIRCULATION135 STORAGE135(A) MERCYHEALTH ARENA136 TRAINING129 MAIN TEAM ROOM132 MULTI-PURPOSE AREA154 MULTIPURPOSE ARENA CIRCULATION154 (B) MULTI-USE CONVENTION SPACE156 Owner Supplied Contractor Installed (or vendor specific) Contractor Supplied & Installed City Procured & Installed, Owner Supplied & Installed Equipment Furniture (Designer to provide specs/quantities, all coordination by owner) ROOM NAMEROOM NUMBER GC CONTRACT 158 STORAGE Refrigerators (6) X counter top with stove (1) X sinks on countertops (6) X Microwave (1) X Sinks on wall (2) X Sink mop (1) X Turbochef (1 or 2 ?) X Working center tables (5) X double door storage closets (3)X Stacking chairs (300) Storage transportation carts X Folding tables Moveable platform storage X Steps/ramps storage X Misc. gym equipment X 162 FAMILY TLT 163 JAN Shelving & trash cart X 164 MALL CONNECTION 165 WOMEN'S 166 MEN'S Large Hockey Nets (4) X Per JLG plan, quantities & sizes. Verify where and how many of these are being brough over vs bought new Temp Boards (24) X 167 (B) AV CLOSET 168 MECHANICAL 169 ELECTRICAL Large Hockey Nets (4) X Verify where and how many of these are being brough over vs bought new Zamboni (1) X 171 VESTIBULE 172 REFRIGERATION 172(A) CLOSET 8U Hockey Nets (3) X 6U Hockey Nets (6) X Training tires X 174 TEMP STORAGE 175 F.S. STORAGE 176 IT/GEN STORAGE 179 METER/RISER 201 MEZZANINE Round dining tables (4) Undercounter refrigerator X Owner spplied Stools (10) Chairs (4) 203 PRESS BOX Task chairs (5) 204 ROOF ACCESS Dining tables (3) Chairs (4) Stools (6) 206 ADA AND COMPANION 207 ADA AND COMPANION Dining tables (2) Stools (6) Chairs (4) 209 ADA AND COMPANION 210 AV CLOSET Dining tables (10) Bike racks X Dining chairs (40) Trash cans/storage w/ cover X HOCKEY STORAGE173 SPONSOR SUITE202 TRASH CANS & AED'S BY CITY. 205 208 CORNER SUITE EXTERIOR FURNISHINGS NOTE: AV & ACOUSTICAL TREATMENTS BY OTHER, CCTV & ACCESS CONTROL BY HARDOOD. CORNER SUITE WARMING ROOM159 Quantities per Boelter docs RESURFACER/ SHOP TOOLS/LAUNDRY GENERAL BUILDING STORAGE167 LOADING/RECEIVING/STORAGE160 170 Owner Supplied Contractor Installed (or vendor specific) Contractor Supplied & Installed City Procured & Installed, Owner Supplied & Installed Equipment Furniture (Designer to provide specs/quantities, all coordination by owner) ROOM NAMEROOM NUMBER GC CONTRACT 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 5354510/13/2023220025.00C2023-15Permit Resubmittal SetPROPOSED 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. SLURRY FILLAROUND SANITARY SEWER UP TO THE SPRING LINE OF THESTORM SEWER PIPE.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 NEEDED TOMAINTAIN 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.25.APPROXIMATE LOCATION OF CONDUITS. ADJUST PAVEMENTLIMITS TO HAVE FULL DEPTH PAVEMENT REPLACEMENT FORTHE CONDUIT TRENCHES.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 DETAILS111/17/23Addendum 13325312/08/23Addendum 3 i0||c0|p34;Bottles savedi0||c0|p34;Filter status N 97'-6" 20 A8.2 1001 1 2 3 4 A701 MATCHLINE 1001 .1 315A 2 A6.2 16'-0"18'-0" SAMPLE ROOM 8 CMU WALL PRECAST CONCRETE WALL PANEL W/ INSULATION GYPSUM BOARD/STUD WALL DOOR NUMBER, DERIVED FROM ROOM # DETAIL NUMBER SHEET NUMBER ENLARGED PLAN INDICATOR COLUMN GRID LINE COLUMN GRID IDENTIFICATION ROOM NAME & NUMBER SECTION CUT INDICATOR DETAIL NUMBER SHEET NUMBER FLOOR PENETRATION GYPSUM WALL W/ METAL STUD, NON-INSULATED SPOT FLOOR ELEVATION OF ROOM NOMINAL ROOM DIMENSION PLAN NORTH INDICATOR MATCHLINE BETWEEN PLAN QUADRANTS TYPICAL DRAWING NOTATION TAG WALL TYPE INDICATORS BREAKLINE BRICK & CMU CAVITY WALL W/ INSULATION SHEET NUMBER DIRECTION OF ELEVATION ELEVATION DRAWING NUMBER INTERIOR ELEVATION INDICATOR BORROWED LITE TAG, DERIVED FROM ROOM # 4 KEY NOTE NOTE: ALL THE SYMBOLS SHOWN HERE ARE NOT NECESSARILY USED ON THESE DRAWINGS. NEW DOOR IN NEW WALL EXISTING DOOR IN EXISTING WALL GRAPHIC LEGEND ICE RINK WALL DRAWING NAME#DRAWING SCALE ## SF W10 ## 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 BAR LIGHT 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 DISPENSER PAPER TOWEL DISPENSER ON SIDEWALL ELECTRICAL 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 606.3 SIDEWALL, REAR GRAB BARS, TOILET SEAT and SINK HEIGHTS 44" DOOR SHOWN 60x59 CLEAR FLOOR SPACE @ FLOOR MOUNTED TOILET 18"X60" CLEAR FLOOR SPACE @ PULL SIDE OF DOOR 30X48 CLEAR FLOOR SPACE, CENTERED ON SINK 60" WHEELCHAIR TURNING DIAMETER LIGHT SWITCH TOILET (PER PLUMBING) 36" HORIZONTAL GRAB BAR 42" HORIZONTAL GRAB BAR 18" VERTICAL GRAB BAR SINK (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 DISPENSER SOAP DISPENSER1' - 6"7' - 6" 5' - 0"2' - 6" 1' - 3"16" - 18" TOILET PAPER DISPENSER 1' - 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 STATION 34" MAX TO HIGHEST PART OF WORK SURFACE 27" MIN TO BOTTOM OF WORK SURFACE EQUIPMENT ABOVE COUNTER / COUNTER WITH SINK PT= PAPER TOWEL SP=SOAP BATTERY OPERATED CLOCK . 7' - 0"1' - 11"PTD SP 2' - 2"2' - 10"OPEN2' - 0"ALIGN BOTTOMS 2' - 10"1"1" knee space 1"3' - 10"SWITCHES THERMOSTAT OUTLETS TELECOM.OUTLETS/SWITCHES ABOVE COUNTER6"3' - 10"1' - 6"1' - 6"CARD READERFIRE STROBEFIRE ALARM PULL STATION 6' - 8"3' - 10"3' - 10"3' - 10"SOAP DISPENSER ON MIRROR PAPER TOWEL DISPENSER TO DISPENSE48" Max.1' - 6" TABLE 603.6 MAXIMUM REACH HEIGHT and DEPTH34" Max.ABHR ABHR= ALCOHOL BASED HAND RUB NOTE: ANY EDGE OF ABHR TO BE MIN. 1" CLEAR OF ANY ELECTRIFIED DEVICE. 2" MIN. CLEARANCE IS PREFERRED.SWITCHT-STAT1" min. MIN OUTLET/ TELECOM 1" min.1" min. ABHR 3' - 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 DISPENSERS TOWEL DISPENSER AND WASTE RECEPTACLE4'-0"ELECTRIC HAND DRYERS ACCESSIBLE COAT HOOK TOWEL BAR CUP DISPENSER ELECTRIC HAND DRYERS 3'-4"NOTE: ALL DIMENSIONS INCLUDE ALL OPERABLE LEVERS, INCLUDING COIN SLOTS CONTROL HEIGHT FIRE EXTINGUISHER WALL MOUNTED CABINET Typical4'-0" max4'-0" MAX4'-0" MAXIMUM3'-6"FIRE EXTINGUISHER - WALL HUNG (under 40 lbs.) FIRE EXTINGUISHER IN SEMI-RECESSED CABINET FIRE EXTINGUISHER AND FIRE HOSE VALVE IN RECESSED CABINET FIRE EXTINGUISHER, FIRE HOSE VALVE AND FIRE DEPARTMENT VALVE IN RECESSED CABINET FIRE DEPARTMENT VALVE IN RECESSED CABINET FIREFIGHTER'S HANDSET FH 10 1/2"1'-4"4'-11"min1'-3"2'-0 1/4"6' - 8"FIRE EXTINGUISHER SIGNAGE. 48" MAX.R R 48" Max.15" Min.10" Max. R 46" 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. 308.2.1 UNOBSTRUCTED FORWARD REACH FIG. 308.2.2 (a) OBSTRUCTED HIGH FORWARD REACH FIG. 308.2.2 (b) OBSTRUCTED HIGH FORWARD REACH FIG. 308.3.2 (b) OBSTRUCTED HIGH SIDE REACH FIG. 308.3.2 (a) OBSTRUCTED HIGH SIDE REACH FIG. 308.3.1 UNOBSTRUCTED SIDE REACH TV - 32" CL TV - 65" E D 3"3" VESA 200 ED VESA 400VESA 400 2'-0"2'-0"10"E D 8"8" 32" TV W/ DUAL SWING ARM ED CHIEF TS318SU 43" TV W/ DUAL SWING ARM 1'-4" 1'-4"8"patterns based on CHIEF LTM1U-T, MTM1U-T, MTMP1U-T patterns based on CHIEF TS318SU 1'-4"PC OUTLETS BEHIND MONITORS AT CENTER OF BRACKET - UNLESS NOTED OTHERWISE data power CPU slot data power CPU slot Per Project Locationdata power CPU slot Per Project Locationdata power CPU slot Per Project LocationMONITOR - 42'-48"Per Project LocationPC PC D E D ED E D E PC PC D E MONITOR - 55"MONITOR - 65"MONITOR - 70"-90" (b) Elevation FIG. 602.5 DRINKING FOUNTAIN SPOUT LOCATION (a) Plan 36" Max. ADAStanding Person38" - 43"15" Min.5" Max.Controls & Hand Shower Area Control Wall 41"38" min48" maxSHOWER COMPARTMENT 4" max 15" max 36"Shower Compartment 36" Clear18"CONTROL WALL Standard Fixed Shower Head Height6' - 6"4" maxControl Wall Seat Wall LC LC 36" Min.(Fin. Face)36" Clear48" Min. (Fin. Face to Fin. Face) 36" Clear Seat where indicated SHOWER COMPARTMENT SIZE AND CLEARANCES (TRANSFER TYPE) PLAN VIEW LC Seat where indicated Vertical Grab Bar Clear Floor Space Shower Compartment 36" Clear SIDE WALL 34" GB 18" GB 36"18" GB(Detention Shower Head Height Per Manufacturer)Hand Shower Fixed Shower Head Seat Wall (Fin. Face to Fin. Face) 60" Clear Seat where indicated 3' - 0"6" max6" max1' - 9" 2' - 9" PLAN VIEW SHOWER COMPARTMENT (ROLL-IN TYPE)MAX40"BODY WASH AND SAHMPOO 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 TYPICAL MOUNTING HEIGHTS AND CLEARANCES WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A0.1 10/13/2023 220025.00 C2023-15 NOTE: 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"4 TYPICAL MOUNTING HEIGHT -TOILET ROOM ACCESSORY -Sidewall 3/8" = 1'-0"5 TYPICAL MOUNTING HEIGHTS -TOILET ROOM ACCESSORY -Wet Wall 1/2" = 1'-0"7 TYPICAL TOILET ROOM ACCESSORY CLEARANCES 3/8" = 1'-0"13 TYPICAL MOUNTING HEIGHTS -EQUIPMENT AND ACCESSORIES 3/8" = 1'-0"12 TYPICAL MOUNTING HEIGHTS -ELECTRIC 3/8" = 1'-0"6 TYPICAL MOUNTING HEIGHTS -Sink Profile Wall 1/2" = 1'-0"3 TYPICAL MOUNTING HEIGHTS - ABHR MOUNTING 3/8" = 1'-0"11 EQUIPMENT AND ACCESSORIES 3/8" = 1'-0"10 FIRE PROTECTION EQUIPMENT 3/8" = 1'-0"8 TYPICAL REACH REQUIREMENTS 3/8" = 1'-0"1 TV AND MONITORS 3/8" = 1'-0"2 DRINKING FOUNTAIN 3 12-8-23 Addendum #3 3/8" = 1'-0"9 ADA SHOWERS 3 SHAMPOO UP UP UP UP UP 25' - 0 5/8" 72' - 7 3/8" 40' - 0" 80' - 0" 44' - 0" 3 GENERAL DEMOLITION NOTES: EXISTING WALLS TO REMAIN ITEMS FOR DEMOLITION CONSTRUCTION LIMITS TEMPORARY DUST PARTITION. SEE NOTE 12 BELOW EXISTING COLUMN TO BE REMOVED 1. 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 REMOVED 10. 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 EXISTED 12. 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 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 DEMOLITION PLAN -OVERALL WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 AD2.1 10/13/2023 220025.00 C2023-15 1/16" = 1'-0"1 LEVEL 1 DEMO PLAN -OVERALL 3 12-8-23 Addendum #3 HC HC HC HC HC HC DN HC HCH2 A5.0 CONCESSIONS 115 (B) FOOD PREP 115 (A) OFFICE 111 SKATE RENTAL 108 CHECK-IN/RENTAL 107 VESTIBULE 100 MAIN LOBBY 101 MENS 106A MEETING ROOM (A) 102 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 LOBBY / LINK 155 A8.0 1 MATCHLINE AA MATCHLINE BBMULTI-USE CONVENTION SPACE 156 MULTI-PURPOSE AREA 154 A101.2 A101.3 A156.1 A156.3 A144.1 A111.1A112.1 A105.1A104.1 A103.1 A155.1 A155.2 A155.3 A102.1 A115.3 A115.2 4 A5.0 3 A5.0 1 A5.0 A B E F HCD 4 5 6 8 4 A8.4 11' - 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.3 F.9 G G.8 5.8 A117.1 9 ADMIN 112 OFFICE 110 BREAKROOM 109 A110.1A109.148 A7.1 29 ADD ALT 1 SEE SHEET A2.4 A8.1 2 Sim A8.1 4 Sim A100.6 A100.9 35 35 1 36 A100.8A100.7 A100.10 A101.1 42 A107.1A107.3 A107.2 43 43 43 43 227' - 2" 6' - 4" 14' - 8" 7' - 0"13' - 7"3' - 4 1/4"1' - 11 3/4"7 9 9 W1 W2 A100.1 A100.2 A100.4 A100.5A100.3 4 A6.2 1 A6.4 F.4 F.6 1 A5.5 MULTIPURPOSE SEATING 154 (A) GEN STORAGE 153 80 818' - 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" 83 ELEV 152 W6 W7 W5 W10 W4 W11 W11 W14 83 4 A5.7 1 A5.7 6 A5.7 BENCH CUBBIES1" / 1'-0"1" / 1'-0" A101.4 24' - 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"26' - 11 1/8"24' - 0 1/4"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" 5' - 10" 4' - 10" A8.5 3 A153.1 REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORK SKATE SHARPENER 10 A9.1 105 98 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.) KNOX BOXES FITTED WITH A SPRING-LOADED DRY LOCK LID - STL. BOX FITS 13 KEYS COORDINATE FINAL LOCATION WITH JANESVILLE FIRE DEPARTMENT/MARSHALL WOMENS 106B FAMILY RR 106 A8.0 10 8' - 5 5/8" 8' - 7 3/4" MIN A152.1A106.117' - 8"DN B2 43 1M8 11' - 6" 86' - 2" 11' - 4"59' - 7 1/2" 7' - 1" 8' - 3 1/2" 5' - 7" 5' - 10" M8 M8 M8 M8 1M8 M8 M8 11 A7.4 3 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 MOUNTED 8. 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 NOTES FLOOR PLAN LEGEND DOOR PER TAG. SEE DOOR SCHEDULE SHEET A10.1##WALL TAG. SEE WALL TYPES SHEET A10.0 #KEYNOTE. SEE KEYNOTES, THIS SHEET. CMU WALL PRECAST CONCRETE WALL INTERIOR METAL STUD PARTITION WALL #STRUCTURAL GRID NOT IN SCOPE 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 -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.1c 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR PLAN -NW QUAD KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 7 CONCRETE STOOP 4'-10" X 4'-0", SLOPE 1/4" PER FOOT 9 CONCRETE STOOP 6'-6" X 4'-0", SLOPE 1/4" PER FOOT 35 WALL MOUNTED TV SCREEN 36 STACKABLE WASHER DRYER BY OTHERS - SEE SPECIFICATIONS 42 HYDRAULIC PASSENGER ELEVATOR 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 48 CONCRETE STOOP 44'-7" X 4'-0", SLOPE 1/4" PER FOOT 80 BUMPERS PROVIDED BY YOUTH HOCKEY 81 SKATE ASSIST STORAGE 83 TEMPORARY RUBBER TILE FLOORING 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" 105 RENTABLE LOCKERS- FF&E ITEM - PLASTIC LAMINATE TO MATCH ADJACENT CUBBIES 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 3 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 4 A8.4 J.C. 114 CONCESSIONS 115 (B) BEER SALES 116 FOOD PREP 115 (A) OFFICE 111 SKATE RENTAL 108 CHECK-IN/RENTAL 107 VESTIBULE 100 MAIN LOBBY 101 MENS 106A MEETING ROOM (A) 102 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 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 167 RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 Y.H. STORAGE 137 WET TEAM ROOM #1 138 WET TEAM ROOM #2 140 UNISEX TLT 141 YH COACH 143 ICE ARENA LOBBY 117 MEN'S 121 ELEC 134MAIN COACH 133 MAIN TEAM ROOM 132 LAUNDRY 131 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 WOMEN'S 165 F.S. STORAGE 175 TEAM ROOM 2 148 J.C. 142 REFEREE 145 REFEREE RR 146 WET TEAM RR 139 MERCYHEALTH ARENA 136 MULTI-PURPOSE AREA 154 MULTI-USE CONVENTION SPACE 156 GEN STORAGE 153 ICE RINK CIRCULATION 151 ICE RINK CIRCULATION 135 PASSAGE 144 PASSAGE 130 ELEV 152 MATCHLINE BBMATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BBF.3 F.9 G G.8 L 5.8 7.2 9 BREAKROOM 109 OFFICE 110 ADMIN 112 3 A6.4 2 A6.4 MALL CONNECTION 164 C3 ADD ALT 3 SEE SHEET A3.4 ADD ALT 1 SEE SHEET A2.4 C4 C4 C4 C4 C4 C4 C4 STORAGE 135(A) MECHANICAL 168 EXPOSED METER/RISER 179 34 ELECTRICAL 113 C8 C8 5 A6.1 12 F.6 1 A5.5 ELECTRICAL 169 TEMP STORAGE 174 HOCKEY STORAGE 173 IT/GEN STORAGE 176 M.3 C4C4 C9 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4C4C4 C4 C4 C4C4 C4 C4 C3 C3 C3 C3 C4 C3 C4 C4 VESTIBULE 171 AV CLOSET 167 (B) VESTIBULE 118 89 8' - 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"9292 L.4 L.8 C9 C4 L.7 FAMILY RR 106 WOMENS 106B WOMENS 12281' - 6"6' - 6"25' - 6"0"74' - 10"C4 C4 FAMILY RESTROOM 120 WELLNESS ROOM 119 3 3 3 CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.1 10/13/2023 220025.00 C2023-15 1/16" = 1'-0"1 FIRST FLOOR RCP KEYNOTES PER SHEET # 34 CANOPY 89 HOCKEY AND MULTI PURPOSE SCOREBOARD 92 WOOD LOOK CEILING 8'X2' C3 EXPOSED METAL JOIST C4 EXPOSED CONCRETE PLANK C8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TO UNDERSIDE OF JOISTS. VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION C9 JOIST MOUNTED RADIANT HEATING SYSTEM SEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE. 3 12-8-23 Addendum #3 4 12-13-23 Addendum #4 3 A8.4 2 A5.0 4 A5.0 3 A5.0AB E F H J 1 2 3 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 167 RESURFACER/ SHOP TOOLS/LAUNDRY 170 WOMEN'S 165 F.S. STORAGE 175 MULTI-USE CONVENTION SPACE 156 F.3 MULTI-PURPOSE AREA 154 MALL CONNECTION 164 C4 C4 C3 C4 C4 SOFFIT 9' -6" AFF SOFFIT 9' -6" AFF SOFFIT 9' -6" AFF 12' -0" AFF 13' -6" AFF 13' -6" AFF 11' -11" AFF 10' -0" AFF 10' -2" AFF 8' -0" AFF 10' -0" AFF 9' -0" AFF MATCHLINE AA MATCHLINE BBC6 C6 C6 C6 C6 F.6 1 A5.5 HOCKEY STORAGE 173 TEMP STORAGE 174 IT/GEN STORAGE 176 LOBBY / LINK 155 AV CLOSET 157 (A) AV CLOSET 167 (B) C8a SOFFIT 9' -6" AFF C4 C9 2 A5.5 3 A5.5 7' - 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" BULKHEAD 11' - 10" ROLL DOWN METAL SECURITY GATE TYPICAL -ALL BASKETBALL HOOPS STORAGE FUNCTION TO BE COORDINATED WITH A/V AND ASSOCIATED DISCIPLINE BEFORE PURCHASED C3 C4C4 10 A7.5 2' - 0" 8' - 0" 2' - 0" C3 C3 BULKHEAD 10' - 0" EXPOSED STRUCTURE - PAINTED BLACK 2 A6.5 3 A6.55 A6.5 4 A6.5 98 98 2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"11' -11" AFF GWB ROOF ACCESS PLATFORM MEZZANINE LEVEL STAIR PLATFORM 14' -8" AFF 14' -8" AFF 14' -8" AFFC4 C4 C6 C6CLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELS 89a 89 89a 3 3 3 3 11 A7.4 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN -NE QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.1a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR RCP -NE QUAD KEYNOTES PER SHEET # 89 HOCKEY AND MULTI PURPOSE SCOREBOARD 89a GYM SCOREBOARD 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" C3 EXPOSED METAL JOIST C4 EXPOSED CONCRETE PLANK C6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOP LOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS AND MAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES. FALLS IN THE SCOPE OF FF&E C8a FUTURE FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TO UNDERSIDE OF JOISTS. C9 JOIST MOUNTED RADIANT HEATING SYSTEM SEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE. 3 12-8-23 Addendum #3 3 1 A5.1 H J K M P Q 1 2 3 2 A5.1 RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 Y.H. STORAGE 137 WET TEAM ROOM #1 138 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 MERCYHEALTH ARENA 136 ICE RINK CIRCULATION 135 PASSAGE 144 PASSAGE 130 MATCHLINE AA MATCHLINE AAMATCHLINE BBG.8 12' - 0" BULKHEAD HEIGHT C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 STORAGE 135(A) ADD ALT 2 SEE SHEET A3.4 9' -0" AFF C4 C4 C4 C4 C4 34 C8 ELECTRICAL 169 MECHANICAL 168 ICE RINK CIRCULATION 135 METER/RISER 179 AV CLOSET 167 (B) C4 VESTIBULE 171 CLOSET 172(A) 8' -0" AFF 7 A8.5 5 A8.5 L.4 L.8 C9 C9 C4 1 A6.5 2 A6.5 L.7 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 14' -8" AFF 14' -8" AFF 14' -8" AFF 14' -8" AFFC4 C4 C4 14' -8" AFF 14' -8" AFF 14' -8" AFF 89 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.1b 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR RCP -SE QUAD KEYNOTES PER SHEET # 34 CANOPY 89 HOCKEY AND MULTI PURPOSE SCOREBOARD C4 EXPOSED CONCRETE PLANK C8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TO UNDERSIDE OF JOISTS. VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION C9 JOIST MOUNTED RADIANT HEATING SYSTEM SEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE. 3 12-8-23 Addendum #3 1 A8.4 2 A5.0 1 A5.1 1 A5.0 H J K P QN 4 5 8 7 2 A5.1 4 A8.4 J.C. 114 CONCESSIONS 115 (B) BEER SALES 116 FOOD PREP 115 (A) UNISEX TLT 141 YH COACH 143 ICE ARENA LOBBY 117 MEN'S 121 LAUNDRY 131 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 MERCYHEALTH ARENA 136 ICE RINK CIRCULATION 151 PASSAGE 144 PASSAGE 130 MATCHLINE BBMATCHLINE AA MATCHLINE AA L L.6 M.4 5.8 MATCHLINE BB3 A6.4 2 A6.4 C3 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 ADD ALT 2 SEE SHEET A2.5 10' -0" AFF 9' -0" AFF 10' -6" AFF 10' -6" AFF C4 8' -0" AFF C3 34 585858 58 ELECTRICAL 113 4 A6.4 C8 5 A6.1 12 PASSAGE 130 DRY STORAGE 115 (C) 8' -0" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 10' -0" AFF 10' -0" AFF 9' -0" AFF 10' -0" AFF 8' -0" AFF 5 A7.5 VESTIBULE 118 BULKHEAD 7' - 4" C9 C9 L.7 WOMENS 122 5 A6.4 8' -0" AFF 6 A6.5 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF 11' -7" AFF C4 BULKHEAD 7' - 4" 8' -0" AFF FAMILY RESTROOM 120 WELLNESS ROOM 119 STAINLESS STEEL CASE OPENING UNDER BULKHEAD SEE LIGHTING PLAN FOR FIXTURE INFORMATION PREFINISHED ALUMINUM VENTED SOFFIT SYSTEM 89 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.1c 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR RCP -SW QUAD KEYNOTES PER SHEET # 34 CANOPY 58 MOTORIZED SHADES 89 HOCKEY AND MULTI PURPOSE SCOREBOARD C3 EXPOSED METAL JOIST C4 EXPOSED CONCRETE PLANK C8 NEW FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TO UNDERSIDE OF JOISTS. VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION C9 JOIST MOUNTED RADIANT HEATING SYSTEM SEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE. 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 3 2 A5.0 4 A5.0 3 A5.0 1 A5.0 A E F H JCD 4 5 6 8 4 A8.4 CONCESSIONS 115 (B) FOOD PREP 115 (A) OFFICE 111SKATE RENTAL 108 CHECK-IN/RENTAL 107 VESTIBULE 100 MAIN LOBBY 101 MENS 106A MEETING ROOM (A) 102 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 LOBBY / LINK 155 MULTI-PURPOSE AREA 154 MULTI-USE CONVENTION SPACE 156 GEN STORAGE 153 PASSAGE 144 ELEV 152 MATCHLINE BBMATCHLINE AA MATCHLINE BBMATCHLINE AA F.3 F.9 G G.8 5.8 9 BREAKROOM 109 OFFICE 110 ADMIN 112 34 C5 C3 C3 C4 10' -4" AFF 10' -4" AFF 9' -0" AFF 9' -0" AFF 9' -0" AFF 10' -0" AFF 10' -0" AFF 10' -0" AFF 10' -0" AFF 10' -0" AFF 10' -0" AFF 10' -0" AFF 16'-4" AFF GWB 11' -11" AFF 13' -6" AFF 12' -0" AFF 13' -6" AFF SOFFIT 9 -6" AFF C6C6 C6 C6 C6 C6 C6 11' - 10" BULKHEAD 57 57 58 58 58 57 58 58 C8a 4 A6.2 1 A6.4 SOFFIT 9 -6" AFF 1 A5.5 LOBBY / LINK 155 LOBBY / LINK 155 15' -0" AFF 10' -0" AFF COPY AREA 112 (A) 10' -0" AFF ICE ARENA LOBBY 117 C92' - 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"LOCKER ALCOVE 101 (A) ELECTRICAL 113 10' -0" AFF 10' -0" AFF 89 24' - 0 1/4" 1' - 2" 24' - 0 1/8" 10' - 4" BULKHEAD C3 2' - 0" 8' - 0" 2' - 0" 98 98 2' - 0" 8' - 0" 2' - 0" WOMENS 106B 9' - 0" BULKHEAD FAMILY RR 106 8' -0" AFF 9' -0" AFF2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"4"2' - 0"SOFFIT 9 -6" AFF FRAME OPENING WITH TRIM ON WALLS AND B/O SOFFIT 12' - 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"117 117 57 57 57 57a 57a 57a 57 13 A7.4 89a 89a 3 3 3 3 98a 12 A7.4 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.1d 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR RCP -NW QUAD KEYNOTES PER SHEET # 34 CANOPY 57 MANUAL SHADES - SHADE TO BE SET IN CEILING POCKET 57a MANUAL SHADES - SHADE TO BE MOUNTED ON HEADBOX ON WINDOW FRAME 58 MOTORIZED SHADES 89 HOCKEY AND MULTI PURPOSE SCOREBOARD 89a GYM SCOREBOARD 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" 98a PAIRED PANEL OPERABLE PARTITION - 10' - 4" 117 LIGHTING FIXTURE - PRUDENTIAL C3 EXPOSED METAL JOIST C4 EXPOSED CONCRETE PLANK C5 GYPSUM BOARD SOFFIT C6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOP LOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS AND MAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES. FALLS IN THE SCOPE OF FF&E C8a FUTURE FIGURE SKATING HARNESS AND PULLEY SYSTEM MOUNTED TO UNDERSIDE OF JOISTS. C9 JOIST MOUNTED RADIANT HEATING SYSTEM SEE SHEET A11.0 FOR COLOR AND MATERIAL FINISH SCHEDULE AND ROOM FINISH SCHEDULE. 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 4 12-13-23 Addendum #4 3 FIRST FLOOR 100' -0" T.O. PARAPET 123' -4" T.O. PRECAST - 132' -4" T.O. PRECAST 136' -0" 2 A5.0 21' - 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" E3 E10E10E10E10 E1 A4.1 1 1 A5.01345 6 8 W11 W11 W4 W17W17W17W17 T.O. PRECAST . 121' -0" E3 E6 E6E6 E6 E10 E4 E10 E19 34 E19 46 14' - 0"6' - 6" 68' - 4"6' - 6" 25' - 6"6' - 6" 68' - 6"1/8" 30' - 8" 10" E17 E17 48' - 3 1/2" 188' - 4" 30' - 8" 31' - 7" 18' - 9" 19' - 3" E18 E18 E18 61 E2 E23 E24 E23 E23 E23 E22 30 EXISTING MALL 336' - 10 1/2" FIRST FLOOR 100' -0" T.O. PARAPET 123' -4" T.O. PARAPET - ENTRY 128' -0" T.O. PRECAST - 132' -4" T.O. PRECAST 136' -0"1 A5.1 E3 E4 E2 E1 A4.1 2 A4.2 1 4 A5.03 A5.0 A F P QCDN2 A5.1 F.3 F.9 L M.4 W10 W6 W7 W5 W13 W8W8 T.O. PRECAST . 121' -0" E1 E3 E3 E4 E6 E6 E6 E6 34 E6 E1 E6 E19 E19 34 E5 E19 E19 E20 E19 5 A6.1 1 A5.5 W1 4646 314' - 0" 36' - 0" 36' - 0" 11 1/4" 45' - 1 1/4" E16E16 E16 E16 18' - 10"2' - 6"39' - 1 1/2"47' - 3"100' - 3 3/4"44' - 4"12' - 0"24' - 5"28' - 0"64' - 11" E18E18E18E18 5' - 8" 22' - 4" CJ 7' - 10 1/2" E18 E18 61 61 61 46 CJ 9' - 3 5/8" E18 E8 12' - 4" 16' - 0" CJ 12' - 0" 19' - 6" L.7 22' - 3 3/4" 2510 ADDRESS LOCATION TO BE DETERMINED BY OWNER W8 W8 W8 FIRST FLOOR 100' -0" T.O. PARAPET - ENTRY 128' -0" T.O. PRECAST 136' -0" 2 A5.0 E4 A4.1 3 1 A5.0 12357.2 W3 T.O. PRECAST . 121' -0" E6 E1 E1 3 A6.4 34 34E6E19 E5 34 E21 E21 E21E6 E6 46 E6 28' - 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" E17 E17 E17E17E17 32' - 2" 37' - 5" 219' - 0" 28' - 0" 20' - 3 1/2" E18 61 6161 E24 8' - 0" E21 E19 EXISTING MALL 25' - 7 1/2" 336' - 10 1/2" E10 E10 FIRST FLOOR 100' -0" T.O. PRECAST - 132' -4" T.O. PRECAST 136' -0" 3 A8.4 1 A5.1 4 A5.0 3 A5.0 ABEFHMPQ2 A5.1 T.O. PRECAST . 121' -0" CONNECTION TO MALL W20 E6 E6 E1 E6E1 34 E6 E6E1 1 A5.5M.3 E10 E10 E10 E10 46 E8 18' - 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" E24 E24 E24 T.O. PRECAST 18' - 3"15' - 11"211' - 7 1/2" 143' - 0 1/2" E1a E1 E1E1a 12" PRECAST 23' - 3" E1b E1a E1a E1a LINE FOR SMOOTH PRECAST - SEE SHEET 4.5 LINE FOR SMOOTH PRECAST - SEE SHEET 4.5 3 3 3 3 3 3 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: 1/16" = 1'-0" EXTERIOR ELEVATIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A4.0 10/13/2023 220025.00 C2023-15 1/16" = 1'-0"1 NORTH BUILDING ELEVATION 1/16" = 1'-0"2 WEST BUILDING ELEVATION 1/16" = 1'-0"3 SOUTH BUILDING ELEVATION 1/16" = 1'-0"4 EAST BUILDING ELEVATION 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 KEYNOTES PER SHEET # 30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O 34 CANOPY 46 ROOF ACCESS LADDER, WALL-MOUNT GALVANIZED STEEL LADDER (PAINT) ON EACH SIDE OF THE PARAPET WALL (2ND LADDER ONLY REQUIRED ON THE ROOF SIDE OF THE PARAPET DEPENDING UPON THE PARAPET HEIGHT) W/PLATFORM, 3'-6" HIGH HANDRAILS ABOVE PLATFORM 61 UNIT MOUNTED MECHANICAL SCREEN E1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WET CAST SMOOTH FACED, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO HAVE EXPOSED AGGREGATE SIZED 3/8 STANDARD E1a 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WET CAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO BE FORMED SMOOTH E1b 12" THICK, INSULATED - PROVIDE R12- 4" CONCRETE +4" RIGID INSULATION + 4" CONCRETE WET CAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO BE FORMED SMOOTH E2 VERTICAL METAL PANEL (COLOR: JANESVILLE GREEN) STAGGER SEAM WHERE ONE PANEL MEETS OTHER ONLY AT THE MAIN ENTRY - SEE SPECIFICATIONS E3 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 ATTACHMENT E6 COPING TO MATCH WALL E8 ROOF ACCESS DOOR E10 HOLLOW METAL DOOR E16 TINTED TO MATCH JANESVILLE GREEN - SEE GL-8 IN GLAZING STYLES E17 10" INSULATED LOAD BEARING PRECAST WALL W/ EXPOSED AGGREGATE FINISH. APPLY SEALER FULL HEIGHT AS ACCENT E18 CONTROL JOINT E19 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 16' - 1 1/2" FIRST FLOOR 100' -0" T.O. PRECAST - 132' -4" 1 2 3 4 T.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 REVEALS 9 E.Q 1' - 0 3/8" SPACED REVEALS 9 E.Q 11 7/8"SPACED REVEAL 1 E.Q 2' - 0" SPACED REVEALS 3 E.Q 3' - 6" W/ CENTERED OPENING 6 E.Q 8 1/4" SPACED REVEALS SPACED REVEALS TYP. 23 E.Q 1' - 0" SPACED REVEALS 3 E.Q 3' - 6"7' - 4"11"11" 14' - 0" FIRST FLOOR 100' -0" T.O. PRECAST 136' -0" 12345 T.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 FOREGROUND 6' - 4" 1' - 7 3/4" 3' - 4 1/2"4' - 4" 6' - 6"8' - 3"6' - 4"3' - 10"11"3' - 7"SPACED REVEALS 7 E.Q 1' - 2" SPACED REVEALS 7 E.Q 1' - 1 1/2" SPACED REVEALS 11 E.Q 10 7/8"11"7' - 4"FIRST FLOOR 100' -0" T.O. PRECAST - 132' -4" T.O. PRECAST 136' -0" ABEFHJKMPQCDNF.3F.9GG.8LL.6M.4 T.O. PRECAST . 121' -0" F.4F.6M.3 12' - 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" 10' - 10 1/2" 3' - 7 1/2"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 FOREGROUND 2' - 0"6' - 0"4' - 9" 3' - 6"12' - 5"9' - 0 1/2"3' - 4" 2' - 4 1/4"3' - 4" 3' - 4 1/8"8' - 3"1' - 8 1/4" 1' - 7 3/4" 4' - 3 5/8" 3' - 4"11" 11' - 10"12' - 11"8' - 3"6' - 4" 5' - 4 3/8"3' - 4"3' - 3 5/8"12' - 5" 4' - 10" 7' - 4"8' - 3"3' - 4" 3' - 4"23' - 3" 3' - 4" 6' - 6 3/8"5' - 6"12' - 0" 3' - 2"1' - 4 1/2" 8' - 10 1/2"11"32' - 4"12' - 0" SPACED REVEALS 21 E.Q 9 3/8" SPACED REVEALS 6 E.Q 1' - 0 1/2" SPACED REVEALS 7 E.Q 9 3/4" SPACED REVEALS 5 E.Q 1' - 2" 1' - 2"SPACED REVEALS 6 E.Q 1' - 0"8' - 3"L.4L.8 8' - 3"11' - 8"12' - 0" L.7 11"20' - 8"12' - 9"3 FIRST FLOOR 100' -0" T.O. PRECAST - 132' -4" T.O. PRECAST 136' -0" A B E F H J K M PCDNF.3 F.9 G G.8 L L.6 M.4F.4 F.6 M.3 36' - 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 REVEALS 7 E.Q 1' - 2" L.4 L.8L.7 21' - 5"3 FIRST FLOOR 100' -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"SMOOTH PRECAST LINE EXTERIOR EXPOSED AGGREGATE WITH SEALER FULL HEIGHT AS ACCENT EXTERIOR PRECAST LEGEND ALL EXTERIOR PRECAST TO BE EXPOSED AGGREGATE AS NOTED ON EXTERIOR ELEVATIONS UNLESS NOTED OTHERWISE THE INTERIOR FACE OF PRECAST SHALL BE SMOOTH FORMED AND PREPARED FOR PAINTING AS NOTED ON FINISH 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: As indicated ELEVATIONS -PRECAST PANELS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A4.5 10/13/2023 220025.00 C2023-15 3 12-8-23 Addendum #3 1/16" = 1'-0"1 NORTH PRECAST -OVERALL 1/16" = 1'-0"2 SOUTH PRECAST -OVERALL 1/16" = 1'-0"3 EAST PRECAST -OVERALL 1/16" = 1'-0"4 WEST PRECAST -OVERALL 1/16" = 1'-0"5 PRECAST PANEL 12'-0 @ 4'-0" INCREMENT TYP. PANEL 3 3 3 3 3 3 3 2'-0"1'-6" VERIFY ALL DIMENSIONS PER MANUFACTURER 10"CONCRETE SLAB RESILIENT ATHLETIC FLOORING PLUG; CUT TO FIT COVER AND ADHERE FULLY RESILIENT ATHLETIC FLOORING METAL FLOOR SLEEVE NON-SHRINK GROUT VERIFY ALL DIMENSIONS PER MANUFACTURER VOLLEYBALL STANDARDS; SIZE MAY VARY; VERIFY WITH MANUFACTURER CONCRETE SLAB RESILIENT ATHLETIC FLOORING NON-SHRINK GROUT SLEEVE FLOORPLATE TO BE FLUSH WITH CONCRETE FLOOR SEE RCP B.O. MASONRY LINTEL SEE STRUCTURAL FOR BOND BEAM AND LINTEL REQUIREMENTS DEEP BOND BEAMS AT SIMILAR CONDITION - SEE STRUCTURAL5/8" GB ON METAL STUDS AT 16" O.C. 3/8" SEALANT JOINT SEE STRUCTURAL FOR BOND BEAM AND LINTEL REQUIREMENTS DEEP BOND BEAMS AT SIMILAR CONDITION - SEE STRUCTURAL5/8" GB ON METAL STUDS AT 16" O.C. 3/8" SEALANT JOINT 0' - 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 SMOOTH 5" DIA. STEEL PIPE; PAINT (4) -1/2"x2"x2" STEEL PLATES; WELD TO PLATE AND PIPE 12"x12"x1/2" STEEL PLATE 5/8" DIA. HOLES W/ 1/2" DIA. EXPANSION BOLTS (TYP) 1/4" STEEL PLATE; GRIND ALL EDGES SMOOTH 5" DIA. STEEL PIPE; PAINT (4) -1/2"x2"x2" STEEL PLATES; WELD TO PLATE AND PIPE 12"x12"x1/2" STEEL PLATE INSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLAN ROOF TYPE, REFER TO WALL SECTIONS CLIP ANGLES -SEE STRUCT PRECAST PLANK, SEE STRUCTURAL 1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION INSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLAN ROOF TYPE, REFER TO WALL SECTIONS CLIP ANGLES -SEE STRUCT PRECAST PLANK, SEE STRUCTURAL NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION CLIP ANGLES -SEE STRUCT PRECAST PLANK WITH 2" CONC. TOPPING OR PRECAST STADIA, SEE STRUCTURAL 1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM STRUCTURE W/ STRUCTURAL FOR DEFLECTION CLIP ANGLES -SEE STRUCT PRECAST PLANK WITH 2" CONC. TOPPING OR PRECAST STADIA, SEE STRUCTURAL NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM STRUCTURE W/ STRUCTURAL FOR DEFLECTION INSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLAN STEEL DECKING -SEE STRUCTURAL ROOF TYPE, REFER TO WALL SECTIONS BEAM BEYOND CLIP ANGLES -SEE STRUCT PRECAST PLANK WITH 2" CONC. TOPPING, SEE STRUCTURAL 1"NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION INSULATION, PROVIDE 1-HR RATED SAFING @ RATED WALL LOCATIONS, SEE PLAN STEEL DECKING -SEE STRUCTURAL ROOF TYPE, REFER TO WALL SECTIONS BEAM BEYOND CLIP ANGLES -SEE STRUCT PRECAST PLANK WITH 2" CONC. TOPPING, SEE STRUCTURAL NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION 3/8" TEMPERED GLASS; EASE EXPOSED EDGES LINE OF STEEL GUARDRAIL POST BEYOND; PTD 1" X 1" ALUMINUM GLAZING CHANNEL SETTING BLOCK AT BOTTOM RAIL CONDITION ONLY GASKET BOTH SIDES; TYP. FOR BOTTOM AND SIDES CHANNELS 1 1/2" X 1 1/2" STEEL RAIL BEYOND; PTD 3/8" TEMPERED GLASS; EASE EXPOSED EDGES LINE OF STEEL GUARDRAIL POST BEYOND; PTD 1" X 1" ALUMINUM GLAZING CHANNEL SETTING BLOCK AT BOTTOM RAIL CONDITION ONLY GASKET BOTH SIDES; TYP. FOR BOTTOM AND SIDES CHANNELS 1 1/2" X 1 1/2" STEEL RAIL BEYOND; PTD 8 CL 1' - 7 3/8" 8 3/8"STEEL STRUCTURAL BEAM 110 ' -2 3/4" ANGLE CL 110 ' -6" TOP OF GIRT 3/4" 3/4" STEEL ANGLES WRAP LEGS OF ANGLES W/ 1/4" THICK ADHESIVE BACKED NEOPRENE SHEETS ALUMINUM FRONT SET STOREFRONT SYSTEM SEALANT AND BACKER ROD ALUMINUM TRIM BY WINDOW SUPPLIER 6" CONCRETE SLAB -SEE STRUCTURAL CONCENTRATED SLURRY WATER PROOFING COAT MODIFIED SLURRY WATER PROOFING COAT SEALING STRIP "KNOCK-OUT" 1/2" EXPANSION MATERIAL W/ SEALANT 3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALL SLEEVES FOR GATE POST W/ 4" x 8" x 1/4" STEEL PLATE AND EXPANSION BOLTS 1 1/4" DIA. STEEL PIPE 3/4" DIA. STEEL PIPE 1 1/4" DIA. STEEL PIPE WATER PROOFING0' - 8"0' - 1 1/2"96' -0" B/O PIT 100' -0" ICE AND FIELDHOUSE LEVEL2'-0"3'-6"103' -6" T.O. GUARDRAIL 2'-0"+/- (WATER LEVEL)1 1/2".0' - 6"6" CONCRETE SLAB -SEE STRUCTURAL CONCENTRATED SLURRY WATER PROOFING COAT MODIFIED SLURRY WATER PROOFING COAT SEALING STRIP "KNOCK-OUT" 1/2" EXPANSION MATERIAL W/ SEALANT 3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALL SLEEVES FOR GATE POST W/ 4" x 8" x 1/4" STEEL PLATE AND EXPANSION BOLTS 1 1/4" DIA. STEEL PIPE 3/4" DIA. STEEL PIPE 1 1/4" DIA. STEEL PIPE WATER PROOFING WALL TYPE TO BE VERIFIED BY OWNER DEPENDING ON WHAT RESURFACER IS SELECTED. COORDINATE WITH B32 AND COJ FOR DETAIL ONCE RESURFACER IS CHOSEN. 3 6" CONCRETE SLAB -SEE STRUCTURAL MODIFIED SLURRY WATER PROOFING COAT SEALING STRIP "KNOCK-OUT" 1/2" EXPANSION MATERIAL W/ SEALANT 3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALL WATER PROOFING 96' -0" B/O PIT 100' -0" ICE /MULTIPURPOSE LEVEL 2'-0"+/- (WATER LEVEL)1 1/2".VARIABLE PER BRAND3'-6"8"0' - 6"103' -6" T.O. WALL 6" CONCRETE SLAB -SEE STRUCTURAL CONCENTRATED SLURRY WATER PROOFING COAT MODIFIED SLURRY WATER PROOFING COAT SEALING STRIP "KNOCK-OUT" 1/2" EXPANSION MATERIAL W/ SEALANT 3/16" STEEL CAP PLATE; RETURN CAP 1 1/2"(MIN) DOWN FACE OF WALL ICE REGENERATOR CHARGER WATER PROOFING 2 LAYERS OF GWB ON METAL STUD FRAMING FILL CAVITY WITH ACOUSTICAL BATT INSULATION STEEL FRAMING - SEE 13/S5.5 FOR STRUCTUAL DETAIL 2 LAYERS OF GWB ATTACHED TO 3 5/8" METAL STUD FRAMING SUSPENSION BRACKET BY PAIRED PARTITION SUPPLIER FIN FLOOR PARTITION PANEL RETRACTABLE BOTTOM SEAL CONTINUOUS SEALANT AT TRACK11" MINB.O. GYP B.O. STEEL CEILING PER REFLECTED CEILING PLAN BRACING AS NECESSARY A7.4 13 22' - 8" T.O. CMU M8 MUD TAPE AND FINISH AT STRUCTURAL PENETRATIONS TROUGH DRYWALL PARTITION. APPYLY ACOUSTIC SEALANT 23' - 0" B.O. GWB 23' - 11" B.O. STEEL M8 EXTEND GWB TIGHT TO EXISTING ROOM DECK. APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS, PENETRATIONS AND DECK VOLUTES TO INSURE COMPLETE SEAL. INSTALL OPERABLE PARTITION SYSTEM PER MANUFACTURERES REQUIRMENTS. D4bD4b MUD TAPE AND FINISH AT STRUCTURAL PENETRATIONS TROUGH DRYWALL PARTITION. APPYLY ACOUSTIC SEALANT EXTEND GWB TIGHT TO EXISTING ROOM DECK. APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS, PENETRATIONS AND DECK VOLUTES TO INSURE COMPLETE SEAL. INSTALL OPERABLE PARTITION SYSTEM PER MANUFACTURERES REQUIRMENTS. <CLG 01> 10' - 4" B.O. GYP 11' - 4" B.O. STEEL A7.4 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: As indicated INTERIOR DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A7.4 10/13/2023 220025.00 C2023-15 1 1/2" = 1'-0"8 VOLLEYBALL SLEEVE 1 1/2" = 1'-0"6 CEILING AT MASONRY LINTEL 1 1/2" = 1'-0"7 BOLLARD -INTERIOR (TYP) 1 1/2" = 1'-0"4 CMU WALL TERMINATION DETAIL AT PRECAST 1 1/2" = 1'-0"5 CMU WALL TERMINATION DETAIL AT STADIA 1 1/2" = 1'-0"3 CMU WALL TERMINATION DETAIL 12" = 1'-0"10 GLASS ANCHORING DETAIL 3 12-8-23 Addendum #3 3" = 1'-0"9 DETAIL @ STORFRONT 1 1/2" = 1'-0"2 ICE MELT PIT DETAIL 1 1/2" = 1'-0"1 ICE MELT PIT DETAILS -PLUG IN STAND 1 1/2" = 1'-0"13 PAIRED PANEL OPERABLE PARTITION -HEAD AND SILL DETAIL 3 1/2" = 1'-0"12 MULTI-USE CONVENTION SPACE -PAIRED PANEL OPERABLE PARTITION 1/2" = 1'-0"11 MEETING ROOM -PAIRED PANEL OPERABLE PARTITION 1'-2" 4" 3/8" METAL STUD @ 3" o.c.CL2X4 DIMENSIONAL RECYLCLED PLASTC LUMBER 2X4 DIMENSIONAL RECYLCLED PLASTC LUMBER ATTACH TO CMU WALL W/ TAPCON 3/8" METAL STUD @ 3" o.c.3 1/2"3/4" SOLID SURFACE COUNTERTOP W/ COVED BACK & SIDESPLASH 1x4 WOOD STUD P-LAM BASE VALANCE PANEL STAINLESS STEEL SINK BY PLUMBING CONTRACTOR SEE INTERIOR ELEVATION1 1/2"1"SEE INTERIOR ELEVATION 2' - 3" MIN.MIN. 8" MIN. 11"MIN.9"P-LAM BASE REMOVEABLE SLOPED PANEL NOTE: SEE ELEVATION FOR UPPER CABINET TYPE AND SIZE SEE PLUMBING FOR FAUCET AND SINK POWER OUTLET REQUIRED FOR AUTOSENSOR FAUCET,SEE ELEVATION AND POWER PLAN. COORDINATE W/ REAR 3/4" P-LAM COUNTERTOP W/COVED BACK & SIDESPLASH 1x4 WOOD STUD P-LAM BASE CABINET W/ADJUSTABLE PLAM SHELF BASE (AS SCHED.) SEE FINISH PLANSEE INTERIOR ELEVATION1 1/2"1"2' - 0"4"3" PVC EDGE BAND PER FINISH SCHEDULE NOTE: SEE ELEVATION FOR UPPER CABINET TYPE AND SIZE SEE INTERIOR ELEVATION1 1/2"1"2' - 0"4"3" P-LAM BASE CABINET W/ADJUSTABLE PLAM SHELVES NOTE: SEE ELEVATION FOR UPPER CABINET TYPE AND SIZE SEE 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 ELEVATION SEE ELEVATION 1' - 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 DOORS INSIDE 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.C FINISHED FLOOR AS SCHEDULED SPORTS EQUIPMENT - HOOKS 66" A.F.F 7 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 WALL CONCRETE FILL BOTTOM 3 CMU BLOCKS WHERE BENCHES ARE MOUNTED SPORTS EQUIPMENT - HOOKS ADA 48" A.F.F SEE FLOOR PLANS FOR LOCATIONS WOOD LOOK CEILING PANELS WOOD LOOK WALL PANELS GYPSUM BOARD CEILING GYPSUM BOARD SOFFIT 2'X2' ACT PANELS 3 5/8" MTL STUD PLACED 16" ON CENTER WOOD LOOK TRIM 2' - 10" 1' - 8"1" 1' - 4" 2 1/4" GYPSUM BOARD U-TRIM (200-A) PLYWOOD & STEEL STUD FRAMING CAP IS NOT DESIGNED FOR STORAGE 1/2" DRYWALL (PAINT & INSTALL PERPENDICULAR TO FRAMING) ON 8" STEEL STUD FRAMING @ 1'-4" O.C. CMU WALL SEE WALL TYPE M8 TOP OF PLYWD VARIES ON WALL TYPE STEEL STUD FRAMING TO BE VERIFIED BY ENGINEER LICENSED IN WISCONSIN ACOUSTICAL BATT INSULATION NOTE: 1/2" FTP PLYWOOD TO BE INSTALLED AT SERVER ROOM - DUST CAP ONLY OVER SERVER ROOM FIRST FLOOR 100' -0" ADD BLOCKING AS NEEDED BY WALL TYPE 3/8" WALL BASE PER FINISH SCHEDULE ALIGN WITH FACE IF METAL WALL PANEL WOOD LOOK WALL PANEL VARYING WALL TYPES BEYOND VERIFY DETAIL PER MANUFACTURERS INSTALLATION INSTRUCTIONS METAL CHANNEL PLACED 24" O.C.6"+ - 1 1/8" L BRACKET TRIM ON EXPOSED EDGE OF TOP AND BOTTOM OF WOOD LOOK PANELS FIRST FLOOR 100' -0" 5.8 3' - 6" 3' - 3 3/4" 11 5/8"5' - 4"10"2' - 10"9' - 0"1 1/8"DECORATIVE METAL PANEL TRIM OVER WOOD LOOK WALL PANEL IN- WALL SUPPORTED BACKETS ROLL DOWN GATE SOLID SURFACE COUNTERTOP TO CARRY OVER TO FACE OF RECEPTION 6"SOLID SURFACE ON EXTERIOR OF WATERFALL 5/8" PLYWOOD 1 1/2"STUD 3 5/8" STUD 1 5/8" 3 3 5.85.8 3' - 6" 3' - 3 3/4" 11 5/8" 1' - 0" ROLL DOWN GATE SOLID SURFACE COUNTERTOP TO CARRY OVER TO FACE OF RECEPTION PLAM INTERIOR WING WALL AND SOLID SURFACE CAP BEYOND WALL 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 PANEL 6"3" WALL EDGE BEYOND 5/8" PLYWOOD 3 BASE PER FINISH SCHEDULE 3/4" P.LAM. BASE CABINET W/ INTERIOR FINISH (TYP.). P.LAM. ON ALL EXPOSED SURFACES (TYP.) FRT WOOD BLOCKING 3" 1' - 4" OPEN 4" 1' - 0" 3/4" PLAM BACK & TOP W/ INTERIOR FINISH (TYP.). PLAM ON ALL EXPOSED SURFACES (TYP.) OPEN COAT HOOKS 66" A.F.F 6' - 3"COAT HOOKS ADA 44" A.F.F GYP WALL FRT WOOD BLOCKING FRT WOOD BLOCKING 1 1/2"1 1/8"WOOD LOOK METAL PANEL CARRIER (FREE OF DRYWALL GRID) MOUNTED DIRECTLY TO STUD OR CONCRETE WALL SURFACE STAINLESS STEEL CORNER GUARD END TRIM FOR WOOD LOOK WALL PANEL FIRST FLOOR 100' -0" B2 43 IN- WALL SUPPORTED BACKETS 3' O.C. 6" RESILIENT BASE METAL WALL PANEL TRIM AS NEED PER MANUFACTURER METAL WALL PANEL TRIM AS NEED PER MANUFACTURER 3/4" ENGINEERED QUARTZ COUNTER WITH EASED EDGE AND MATCHING SEALANT ON 5/8" PLYWOOD ROLL DOWN GATE WALL BEYOND METAL WALL PANEL TRIM AS NEED PER MANUFACTURER 43 2' - 10"2' - 6" 3"1 1/2"SEE PLAN FOR COUNTER DIMENSIONS 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 INTERIOR DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A7.5 10/13/2023 220025.00 C2023-15 1 1/2" = 1'-0"13 HOCKEY STICK RACK 1" = 1'-0"3 BASE -SINK / REMOVABLE SLOPED PANEL 1" = 1'-0"4 BASE / 6" DRAWER 1" = 1'-0"6 BASE / OPEN WITH SHELVES 1" = 1'-0"7 SHELF AND COAT ROD 1" = 1'-0"8 UPPER CABINET -DOORS 1" = 1'-0"9 UPPER CABINET -OPEN SHELVES 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 1" = 1'-0"5 TEAM ROOM BENCH DETAIL 1" = 1'-0"12 LOBBY / LINK CEILING TRANSITIONS -TYPICAL 1 1/2" = 1'-0"10 DUST CAP DETAIL 1 1/2" = 1'-0"1 METAL PANEL @ WALL BASE GRID 1/2" = 1'-0"14 SKATE RENTAL DESK @ ENTRY -ADA HEIGHT 1/2" = 1'-0"15 SKATE RENTAL DESK @ ENTRY -STANDING HEIGHT 1" = 1'-0"11 SHOE CUBBY 1 1/2" = 1'-0"2 TYPICAL WOOD LOOK WALL PANEL CORNER 1/2" = 1'-0"16 TYPICAL FOOD SERVICE COUNTER DETAIL 3 JUNCTION BOX, SEE ELEC3' - 5 3/8"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/ ELECTRICAL CONDUIT, SEE ELECT SCOREBOARD SUB- STRUCTURE BY SCOREBOARD PROVIDER/INSTALLER 3 3/4"PROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S) JUNCTION BOX, SEE ELEC 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/ ELECTRICAL CONDUIT, SEE ELECT SCOREBOARD SUB- STRUCTURE BY SCOREBOARD PROVIDER/INSTALLER SCOREBOARD PROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S) 3/4" ENGINEERED QUARTZ COUNTERTOP 1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO 8" ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION 1" 5/8" PLYWOOD3 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD 1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE 2 1/2" 2"GLASS2' - 6" 3 1/2" 1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD 112' - 6" T/O SLAB STEEL BEAM, SEE STRUCTURAL COMPOSITE DECK ASSEMBLY, SEE STRUCTURAL 1-1/2"W x DEPTH OF BEAM STIFFENER @ 4'-0" O.C.; PAINT4" 3' - 2" 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD PROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD 1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE 1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD COMPOSITE DECK ASSEMBLY, SEE STRUCTURAL 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD 4" KICK PLATE 2" 10" 2" 1" 1 1/2" SQUARE STEEL TUBE POST; PTD 1 1/2" SQUARE STEEL TUBE POST; PTD PRECAST PLANK OR STADIA 1/4" X 1" STEEL SPACER PLATE, PTD; SEE DETAIL FOR MORE INFORMATION 1 1/2" SQUARE STEEL TUBE POST; PTD 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD 1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE 1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD PROVIDE 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' - 5 1/4"1 1/2"2"5"1 1/2" SQUARE STEEL TUBE TOP RAIL, PAINTED 1 1/2" SQUARE STEEL TUBE POST 1 1/2" SQUARE STEEL TUBE BOTTOM RAIL 1/4" x 4" x 13 1/2" STEEL PLATE CONCOURSEBLEACHERS 1 1/2" X 1 1/2" STEEL ANGLE, CONT; BOTH SIDES 3/4" ENGINEERED QUARTZ COUNTERTOP 1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO8" ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION ELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH 1" CONCOURSEBLEACHERS ELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH 1 1/2" HSS POCKET FOR VERTICAL STEEL TUBE BOTTOM RAIL, 4" CONTINUOUS KICKPLATE 5/8" PLYWOOD 1' - 0" 2"2"3' - 6"6"4"1 1/2" SQUARE STEEL TUBE TOP RAIL 1 1/2" SQUARE STEEL TUBE POST 1 1/2" SQUARE STEEL TUBE BOTTOM RAIL 1/4" x 4" x 13 1/2" STEEL PLATE CONCOURSE BLEACHERS 1 1/2" SQUARE STEEL TUBE TOP RAIL 1 1/2" SQUARE STEEL TUBE POST 1/4" x 4" x 13 1/2" STEEL PLATE CONCOURSE BLEACHERS 1 1/2" HSS POCKET FOR VERTICAL STEEL TUBE BOTTOM RAIL, 4" CONTINUOUS KICKPLATE 100'-0" ICE LEVEL(43" MIN)3' - 7"(51" MAX)4' - 3"102'-0" FIRST ROW 103'-6" T.O. DASHER 100'-0" ICE LEVEL(43" MIN)3' - 7"(51" MAX)4' - 3"102'-0" FIRST ROW 103'-6" T.O. DASHER EYE LEVEL (MAX) EYE LEVEL (MIN) 43" AFF ADA - MIN EYE LEVEL 51" AFF ADA - MIN EYE LEVEL 2' - 11 7/8" B32 SCOPE OF WORK B32 SCOPE OF WORK EYE LEVEL (MAX) EYE LEVEL (MIN) 90 ELEVATION ROUTE PLUGMOLD THRU POWER STRIP SLOT PROVIDED IN FIXTURE END CAP VIEW POWER 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. PS FIXTURE RAIL WALL 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. ASSEMBLE POWER STRIP PRIOR TO INSTALLING. ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL SLOT FROM END CAPS. FLOOR PLAN 100'-0" ICE LEVEL ICE 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 DRAWINGS CONCRETE FLOOR W/ THICKENDED RINK EDGE, SEE STRUCTURAL 1'-2"ICE RINK SLAB SECTION, REFER TO ICE DRAWINGS 2" (MIN)1' - 4" +/-VAPOR BARRIER AT PERIMETER OF SLAB EDGE JUNCTION BOX, SEE ELEC PROVIDE HOLE IN BEAM FOR POWER/ DATA FEED. COORDINATE SIZE AND LOCATION W/ ELECTRICAL CONDUIT, SEE ELECT SCOREBOARD SUB- STRUCTURE BY SCOREBOARD PROVIDER/INSTALLER PROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S)0' - 3 3/4"0' - 1 1/2"2' - 10 3/4"0' - 1 1/2"112' - 6" T/O SLAB3'-5 3/8"1 1/2" x 1 1/2" x 3/16" STEEL ANGLE RAIL, PTD 1" 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, PTD COMPOSITE DECK ASSEMBLY, SEE STRUCTURAL STEEL BEAM VARIES, SEE STRUCTURAL 1 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 ELEC PROVIDE HOLE IN BEAM FOR POWER/ DATA FEED. COORDINATE SIZE AND LOCATION W/ ELECTRICAL CONDUIT, SEE ELECT SCOREBOARD SUB- STRUCTURE BY SCOREBOARD PROVIDER/INSTALLER SCOREBOARD PROVIDE 8 GA BENT STEEL CLOSURE @ SCOREBOARD LOCATION(S) 1 1/2" x 1 1/2" x 3/16" STEEL ANGLE RAIL, PTD COMPOSITE DECK ASSEMBLY, SEE STRUCTURAL STEEL BEAM VARIES, SEE STRUCTURAL 1 1/2" x 1 1/2" x 3/16" PAIRED STEEL ANGLE POSTS @ 4'-0" O.C., PTD; SEE DETAIL FOR POST ARRANGEMENT 3/4" ENGINEERED QUARTZ COUNTERTOP 1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO 8" ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION 1" 5/8" PLYWOOD3 3 1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE 4" 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., PTD 112' - 6" T/O SLAB STEEL BEAM, SEE STRUCTURAL COMPOSITE DECK ASSEMBLY, SEE STRUCTURAL 1-1/2"W x DEPTH OF BEAM STIFFENER @ 4'-0" O.C.; PAINT 1 1/2" x 1 1/2" STEEL TUBE RAIL, PTD PROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 1/2" LAMINATED GLASS STRUCTURAL RAILING; EASE EXPOSED EDGES; (2) STAINLESS STEEL CLIPS PER SIDE 1 1/2" x 1 1/2" STEEL TUBE POST @ 4'-0" O.C., PTD STEEL BEAM, SEE STRUCTURAL COMPOSITE DECK ASSEMBLY, SEE STRUCTURAL PROVIDE HOLES IN GLASS AS REQ. FOR EACH MOUNTING CLIP. 2" 1' - 0" 6"2' - 3 3/8"1 3/8"2"4" 1" 1 1/2" SQUARE STEEL TUBE TOP RAIL, PAINTED 1 1/2" SQUARE STEEL TUBE POST 1 1/2" SQUARE STEEL TUBE BOTTOM RAIL 1/4" x 4" x 13 1/2" STEEL PLATE CONCOURSEBLEACHERS 1 1/2" X 1 1/2" STEEL ANGLE, CONT; BOTH SIDES 3/4" ENGINEERED QUARTZ COUNTERTOP 1/4" CLEAR PLEXIGLASS SET IN CONT. 1/4" DADO 8" ELECTRICAL CONNECTION TO POWER STRIP, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION ELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH 1" 1 1/2" SQUARE STEEL TUBE POST CONCOURSEBLEACHERS 1 1/2" X 1 1/2" STEEL ANGLE, CONT; BOTH SIDES ELECTRICAL CONDUIT, RUN TIGHT TO VERTICAL POST, PAINT TO MATCH 1 1/2" HSS POCKET FOR VERTICAL STEEL TUBE BOTTOM RAIL, 4" CONTINUOUS KICKPLATE 5/8" PLYOOD 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 indicated INTERIOR DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A7.6 10/13/2023 220025.00 C2023-15 1 1/2" = 1'-0"2 GUARDRAIL @ CONCOURSE SCOREBOARD - DRINKRAIL 1 1/2" = 1'-0"3 GUARDRAIL @ CONCOURSE TRACK 1 1/2" = 1'-0"4 RAILING @ CMU CONCOURSE TRACK 1 1/2" = 1'-0"6 STANDING DRINK RAIL 1 1/2" = 1'-0"8 STANDING RAIL 1" = 1'-0"10 SIGHTLINES FRONT ROW @ ICE RINK 1/2" = 1'-0"9 USB RAIL DETAIL 1" = 1'-0"11 THICKENED FLOOR SLAB @ ICE RINK 1 1/2" = 1'-0"1 STEEL PICKET GUARDRAIL @ CONCOURSE TRACK - DRINKRAIL 1 1/2" = 1'-0"5 GUARDRAIL @ STAIRS EXTENDED GLASS 1 1/2" = 1'-0"7 DRINK RAIL - ADA SEATING 3 12-8-23 Addendum #3 3 3 3 A9.016 8 16a 1227 SF MAIN TEAM ROOM 132 M8 M8 M8 M4 M6 M8 M8M4 10' - 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" M8 M8T08 M4 T28 A9.014 53 SF UNISEX TLT 128 M8 M6 M12 M8 A128.1 A10.2 3 11 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" T07 39 M8 58 SF UNISEX TLT 141 74 SF J.C. 142 A9.0 1911 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" M12 M8 M6 A10.2 3 A141.1 A142.1 9' - 6 3/8"18' - 6"4 M8 19a M8 A9.0 1718 206 SF WET TEAM RR 139 7 5/8" 11' - 4 3/8" 7' - 4" 5 5/8"9 3/4" 7 5/8"13' - 0"7 5/8"5' - 4" 3' - 4 3/4" 3' - 0"7 5/8"M8 M8 M6 A10.2 3 A139.2 A139.1 M4 M4 8 3/8"3 5/8"3' - 0" 10 1/4" 3' - 0" 10 1/2" 3' - 0" 8' - 3 5/8" M8 M8 M8 M8 3' - 0"3' - 4 3/4"5' - 4"T28 468 SF MEN'S 166 503 SF WOMEN'S 165 68 SF FAMILY TLT 162 A9.0 23 A9.0 25A9.0 217 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"M8 M6 M12 A10.2 3 5' - 1"25a 24 M6 M8 M8 M12 ROLL DOWN METAL SECURTIY GATE 38 38 M6 T08 T08 11 5/8" 5' - 8 1/2" 5 5/8" 9' - 4" 5 5/8" 26' - 5 1/4" 7 5/8" 33 T08 22 A162.1 A155.9 38 M6 20 205' - 1"5' - 1 7/8" 5' - 1 7/8"17' - 0"20 A159.10 M8 A9.0 172 SF MENS 106A 7' - 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" M6 5' - 0" 15' - 4" 5' - 0 1/4" 38 3' - 0" 1 1/8" 7 7/8" 3' - 8 1/4" 38 226 SF WOMENS 106B 3 2M6 M6 M6 F2 T08 T08 A9.0 1 9' - 4"2' - 0"2' - 4"F2 M6 43 43 F2 43 F2 A10.2 17 20 20 M6 M6 M6 9' - 6" 9' - 0" 647 SF MEN'S 121 A9.0 10 A9.0 7 6 1' - 4"34' - 9 3/4"64' - 11" M6 W13 13' - 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" A9.0 51' - 2"F2 33 1 6 A6.5 A10.2 15 1059 SF WOMENS 122 4 3' - 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" MIN 3' - 0" MIN 5' - 0" TYP. 2' - 11" 3' - 0" MIN 5' - 0" MIN WELLNESS ROOM 119 FAMILY RESTROOM 120 A119.1 A120.1 9' - 1 3/4"9' - 0" 9' - 4" 8' - 10" 8' - 10 3/8" 45' - 3" 2038 38 38 20 20 18' - 0"F2 M6 M6 M8 M6 A9.0 15 2' - 1" 6' - 3 3/4" 18' - 4"17' - 0"T08 3' - 8"TYP. 3' - 0" 38 20 T085' - 10"1' - 6"3' - 8"TYP 3' - 0" MIN 3' - 0" MIN 5' - 0"1' - 8"1' - 8" 8' - 8 7/8" STAINLESS STEEL CASE OPENING A10.2 15 Sim M6 M6 M6 M6 M6 M6 M6 M6 M6M8 M6 M8 M6 M6 M6 A9.011 13 205 SF WET TEAM RR 124 5 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" M8 M8 M8 M6 M8 M4 A10.2 3 A124.1 A124.2 3' - 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"M8 M4 T28 A9.09 20 136 SF REFEREE RR 146 7 5/8" 8' - 4 3/8" 7 5/8" M8 M8 M8 M8 M4 A146.1 A10.2 3 7 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" M8 51 SF FAMILY RR 106 38 1 A106.1 20 33B2 A1 A2 B2 F2 3 3 3 3 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: 1/4" = 1'-0" ENLARGED FLOOR PLANS -RESTROOMS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.0 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"4 ROOM 132 -MAIN TEAM ROOM -ENLARGED 1/4" = 1'-0"5 ROOM 128 -TLT -ENLARGED 1/4" = 1'-0"8 ROOMS 141 & 142 -TLT -ENLARGED 1/4" = 1'-0"9 ROOM 139 -WET TEAM ROOM RR -ENLARGED 1/4" = 1'-0"3 FIRST FLOOR PLAN -NORTH EAST RESTROOMS -ENLARGED 1/4" = 1'-0"1 ROOMS 106A/B - ENLARGED 1/4" = 1'-0"2 FIRST FLOOR PLAN -WEST RESTROOMS -ENLARGED 1/4" = 1'-0"6 ROOM 124 -WET TEAM ROOM RR -ELEVATION 1/4" = 1'-0"7 ROOM 146 -REFEREE RR -ENLARGED KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 4 FLOOR SINK WITH FRP PANEL TO 4'-0" A.F.F. (2) SIDES 20 JUMP SEAT 33 ADA PUSH BUTTON DOOR OPENER 38 BABY CHANGING STATION, PROVIDE ADJACENT COAT HOOK AT 48" AFF 39 TRASH AND RECYCLING - FF&E 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 T07 PAPER TOWEL DISPENSER, SURFACE MOUNTED T08 ELECTRIC HAND DRYER T28 WALL MOUNTED SHAMPOO AND BODY WASH DISPENSERS - TYPICAL IN ALL SHOWERS - MOUNTED 40" MAX AFF IN ADA SHOWER COMPARTMENTS 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 1/4" = 1'-0"10 ROOM 106 -FAMILY RESTROOM -ENLARGED REVIEW ALL WALL TAGS ON THIS SHEET, MANY WALLS WERE PREVIOUSLY INCORRECTLY TAGGED AS FIRE RATED WALLS G CHC HC HCHCHH CS A159.4 A160.1 A160.2 10" 8' - 0" 7 5/8" 9' - 8 1/8" 7 5/8"30' - 4" 7 5/8" 45' - 6 3/8" 11 5/8"10"17' - 10 3/8"7 5/8"8' - 8"15' - 6 3/4" 3' - 4" 10 5/8" 1' - 5 1/2" 3' - 4" 19' - 4 3/4" 3' - 4" 2' - 9 3/4" 1' - 5 7/8" 3' - 4" 96' - 3 3/8" M8 M8 M12 A7.1 25 A7.1 25 A7.1 25 7 5/8" 22' - 6" 12' - 0" 12' - 0" 1' - 8 3/4"2' - 0 1/4" A159.3 A160.4 A160.3 A159.1 1175 SF LOADING/RECEIVING/STORAGE 160 788 SF WARMING ROOM 159 263 SF STORAGE 158 143 SF ELECTRIC 157 30 128' - 0"69 SF AV CLOSET 157 (A) A7.1 27 F4 A158.1 A157a A157.1 A159.2 A157.2 F4 26' - 5 1/2"SEE FOOD SERVICE SHEET FS101 FOR EQUIPMENT PLAN FOOD SERVICE EQUIPMENT WILL BE UNDER SCOPE OF FF&E M8 42 SF J.C. 163 A163.1 7 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" M8 M8 M83' - 0"F4 F4 1 A5.0 A9.1 11 6' - 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"A104.1 A102.1 A103.1 A105.1 W8 W10 W10 B2 D4b B2 A2 A2 35 35 39 39 152 SF STOR 104 168 SF FIRST AID 105 665 SF MEETING ROOM (B) 103 666 SF MEETING ROOM (A) 102 49' - 9 5/8" 5' - 0" 7' - 0 3/4" A12 A9.1 12 A2 B2 11 A7.4 F2 3 3 3 98a3 A9.1 B2 A1 D6b A2 A2 A2 B2 A2 A109.1 A110.1 A111.1 A112.1 17' - 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 A9.1 2 39 F2 2' - 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"3935 6 A2 A1b A1 A107.1 A107.2 A107.3 SKATE SHARPENER 3' - 6"2' - 0 1/2"1' - 3 1/4"3' - 8"15' - 4 1/4" BL2BL4 BL3BL3 3' - 0" 5' - 2 1/4" 30' - 3 1/2" 20' - 0 1/4" 2' - 10" 3' - 8" 7' - 3"2' - 0 1/2"BL1 BL1 BL1 346 SF SKATE RENTAL 108 371 SF ADMIN 112 110 SF OFFICE 110 155 SF OFFICE 111 240 SF CHECK-IN/RENTAL 107 101 SF COPY AREA 112 (A) 4' - 8"4' - 8"4' - 8" 4' - 4 7/8" D5b A15' - 8" 2' - 1 1/2" 9' - 11" 97 3997 14 A7.5 15 A7.5 42" HIGH WING WALL 104 A9.1 3 1' - 4"APPLY PLAM TO INTERIOR FACE OF WALL WATERFALL SOLID SURFACE ON ADA HEIGHT SIDE OF WING WALL 5' - 0 1/2" 4' - 0" 20' - 0" 6' - 0" 2' - 4" 6' - 0" 13' - 6" 6' - 0" 1' - 9 1/2" 43 PROVIDE COAT HOOK OFFICE DOOR PROVIDE COAT HOOK OFFICE DOOR A9.113 1' - 6" A2 43 181 SF BREAKROOM 109 A2 A1bA1b 43 F2 F2F2 3 3 1 A5.1 1 A5.0 A115.1 A114.1 A116.1 A115.3 A115.2 A2 A2 B2 B2 A2 29' - 4 1/4" 8' - 11" 38' - 3 1/4" 26' - 8" 11' - 0"8' - 10"5' - 8"2' - 7 3/8"8' - 0"5' - 4 1/4"30' - 5 1/2"A7.1 29 4 4' - 0" 9' - 5 1/4" 59 SF J.C. 114 153 SF BEER SALES 116 196 SF CONCESSIONS 115 (B) 481 SF FOOD PREP 115 (A) 53 SF ELECTRICAL 113 A116.2 A2 A2B2 A9.1 5 11' - 7" 7' - 1 1/2"7' - 4 3/4"1' - 8"4' - 0 3/4"1' - 8"18' - 7 1/4"COUNTER6' - 0"SEE FOOD SERVICE SHEET FS101 FOR EQUIPMENT PLAN FOOD SERVICE EQUIPMENT WILL BE UNDER SCOPE OF FF&E A113.1 43 43 43 105 105 77 SF LOCKER ALCOVE 101 (A) 82.00° 7' - 6 7/8" COUNTER12' - 0" 18' - 5 1/2" B2 PROVIDE MOP SHELF ABV.B2 16 A7.5 2' - 6"2' - 6"2' - 6" 3 3 3 3 3 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: 1/4" = 1'-0" ENLARGED FLOOR PLANS -ADMINISTRATION AND CONCESSIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.1 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"3 FIRST FLOOR PLAN -LOADING/ RECIEVING -ENLARGED 1/4" = 1'-0"4 FIRST FLOOR PLAN -MEETING ROOMS-ENLARGED KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 4 FLOOR SINK WITH FRP PANEL TO 4'-0" A.F.F. (2) SIDES 30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O 35 WALL MOUNTED TV SCREEN 39 TRASH AND RECYCLING - FF&E 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 97 SKATE STORAGE RACKING - FF&E ITEM 98a PAIRED PANEL OPERABLE PARTITION - 10' - 4" 104 FF&E ITEM 105 RENTABLE LOCKERS- FF&E ITEM - PLASTIC LAMINATE TO MATCH ADJACENT CUBBIES 1/4" = 1'-0"2 FIRST FLOOR PLAN -SKATE RENTAL/ADMIN -ENLARGED 1/4" = 1'-0"1 FIRST FLOOR PLAN -CONCESSIONS-ENLARGED 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT REVIEW ALL WALL TAGS ON THIS SHEET, MANY WALLS WERE PREVIOUSLY INCORRECTLY TAGGED AS FIRE RATED WALLS 3 3 3 3 HC HC HC HC HC HC HC HC HC HC DNCHC HC HC HC HC HC HC HC HC HC HC DNCHC HC HC HC HC HC HC HC HC HC HC DNCHC HC HC HC HC HC HC HC HC HC HC DNCHC HC HC HC HC HC HC HC HC HC HC DNCHC190' - 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" 45 45 45 45 45 45 45 4517' - 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 A7.4 12' - 0" 105' - 4" 89a 89a 89a 89 89 47 98 98 98 98 47 47 3' - 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 SYSTEM 3 3 3 3 3 190' - 0"103' - 8" TRENCH DRAIN FLOOR DRAIN 45 45 45 45 45 45 45 4589a 89a 89a 89 89 47 98 98 98 98 47 47 83a 837' - 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"3 3 3 190' - 0"103' - 8"188' - 4"45 45 45 45 45 45 45 4589a 89a 89a 89 89 47 98 98 98 98 47 4710' - 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" 3 3 3 3 3 MIN3' - 0"84' - 0"MIN3' - 0"MIN 3' - 0" 50' - 0" MIN 3' - 0"MIN 3' - 0" 30' - 0" MIN 3' - 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 TABLE PLAYER SEATING SCORER TABLE PLAYER SEATING SCORER TABLE PLAYER SEATING SCORER TABLE PLAYER SEATING SCORER TABLE PLAYER SEATING 45 45 45 45 45 45 45 45188' - 4"103' - 8" 89a 89a 89a 89 89 47 98 98 98 98 47 47 5' - 10" 2' - 4" 6' - 8" 4' - 10"5' - 8 3/4"8' - 2" 84' - 0"5' - 9 3/4"5' - 9 3/4"45 453' - 4 5/8"3 3 3 3' - 4"12' - 6" 12' - 6"3' - 4"SEE DASHER BOARD DRAWINGS FOR DETAILS 45 45 45 45 45 45 45 4589a 89a 89a 89 897' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"8' - 2" 84' - 0" 3 3 3 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: 1" = 20'-0" ENLARGED FLOOR PLANS -SPORT COURTS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.2 10/13/2023 220025.00 C2023-15 1" = 20'-0"6 REGULATION VOLLEYBALL COURT DIAGRAM 1" = 20'-0"5 LINE OVERLAY DIAGRAM 1" = 20'-0"4 REGULATION PICKLBALL COURT DIAGRAM 1" = 20'-0"2 COURT SIZES 1" = 20'-0"7 REGULATION BASKETBALL COURT DIAGRAM 1" = 20'-0"3 INDOOR TURF (WITH DASHER BOARDS) 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 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 FINISH FLOOR AND UP 7' - 0" AFF 47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING. 83 TEMPORARY RUBBER TILE FLOORING 83a PERMANENT RUBBER TILE FLOORING 89 HOCKEY AND MULTI PURPOSE SCOREBOARD 89a GYM SCOREBOARD 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" 3 T01 T09 T06 T10 T11 T01T02 T06 T06 T10 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 38 T12 T20 T05T07T0820 T01 T09 T06 T10 T11 T05 T12 T23 T08 T29 3 T12 T20 T20 W13 T20 T20 T05T05T05 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T01 T06 T01 T06 T11 T10 T09 T10 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29T29 T11 T10 T09 T06 T01 T01 T06 T10 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T06 T02 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T29 T02 T06 T11 T01 T10 T06 T09 T04 T02 T10 T06 T18 T04 T18 T04T10T04 T18 T04 T18 T05T12 T12 T12T05T08 T23 T23 T23 T04 T01 T07 T01 T09 T06 T10 T11 T18 T05 T04T12 T09 T11 T10 T06 T01 T23 86 T29 3 T28 T11 T22 T28 T28 T28 T04 T18 T06 T05T12 T01 T09 T10 T11 T23 86 T29T22T28 T11 A7.5 5 103a T01 T09 T06 T10 T11 T05 T12 T23 T29 3 T28 T11 6' - 11"86 T12 T05 T01 T09 T06 T10 T11 T23 T29 6' - 11"T22 T28 T11T28T28T28T28T28 T20 T05 T20 T05 T20 T05 T20 38T08T08T08T12 20 T20 T05 T20T20T20T20 T05T05T05 38 T08 T20 T20 T05T05 T12T08 T11 T10 T09 T06 T01 T01 T06 T10 T02 T06 T02 T06T06 T02 T04T04T04T04T04T04 T20 11 T05 T08 T20 T18 T05 T18 T18 T18 T18 T11 T10 T06 T01 T09 T04 T12 T20T20 T05 T29 T11 T10 T09 T06 T01 T02 T06T06T06 T02 T29T29T29T29 T12 T08 T05 T05 T20 T20 T20 T01 T06 T09 T10 T11 T29 3 T08 T11 T09 T10 T02 T12 T20 T08 T06 T05BEYOND T07 T29 3 T12 T07T05 T20 T11 T09 T01 T20 T05T12 T10 T06 T06 T29 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 INTERIOR ELEVATIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A9.0 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"23 ROOM 165 -WOMEN'S -ELEVATION 1 1/4" = 1'-0"21 ROOM 162 -TLT -ELEVATION 1/4" = 1'-0"14 ROOM 128 -WOMEN TLT -ELEVATION 1/4" = 1'-0"7 ROOM 121 -MEN'S -ELEVATION 1 1/4" = 1'-0"6 ROOM 122 -WOMEN'S -ELEVATION 2 1/4" = 1'-0"10 ROOM 122 -WOMEN'S -ELEVATION 1 1/4" = 1'-0"25 ROOM 166 -MEN'S -ELEVATION 1 1/4" = 1'-0"16 ROOM 132 -MAIN TEAM ROOM -ELEVATION 2 1/4" = 1'-0"8 ROOM 132 -MAIN TEAM ELEVATION 1 1/4" = 1'-0"17 ROOM 139 -WET TEAM ROOM RR -ELEVATION 1 1/4" = 1'-0"18 ROOM 139 -WET TEAM ROOM RR -ELEVATION 2 1/4" = 1'-0"11 ROOM 124 -WET TEAM ROOM -ELEVATION 1 1/4" = 1'-0"13 ROOM 124 -WET TEAM ROOM RR -ELEVATION 2 1/4" = 1'-0"9 ROOM 146 -REFEREE RR -ELEVATION 1 1/4" = 1'-0"20 ROOM 146 -REFEREE RR -ELEVATION 2 3/8" = 1'-0"26 TYPICAL MOUNTING HEIGHTS 1/4" = 1'-0"19 ROOM 141 -WOMENS TLT -ELEVATION KEYNOTES PER SHEET # 11 EXISTING DOWNSPOUT TO BE TIED INTO NEW STORM WATER SYSTEM 20 JUMP SEAT 38 BABY CHANGING STATION, PROVIDE ADJACENT COAT HOOK AT 48" AFF 86 PRECAST STADIA SEATING 103a SPORTS EQUIPMENT HOOK ADA, 48" AFF T01 WALL MOUNTED TOILET, ADA COMPLIANT T02 WALL MOUNTED TOILET, STANDARD T04 FLOOR MOUNTED URINAL, ADA HEIGHT T05 SOAP DISPENSER, SURFACE MOUNTED. T06 TOILET TISSUE DISPENSER, DOUBLE ROLL T07 PAPER TOWEL DISPENSER, SURFACE MOUNTED T08 ELECTRIC HAND DRYER T09 GRAB BAR - 36" T10 GRAB BAR - 42" T11 GRAB BAR - 18" VERTICAL T12 FRAMELESS MIRROR WITH METAL CLIP FASTENERS T18 24" DEEP WALL MOUNTED SOLID PLASTIC URINAL PARTITION T20 THROUGH STYLE VANITY W/ ADA COMPLIANT SLOPED LOWER CABINET T22 SHOWER ADA SEAT T23 WALL MOUNTED SINK W/ ADA COMPLIANT VANDAL GUARD SHROUD T28 WALL MOUNTED SHAMPOO AND BODY WASH DISPENSERS - TYPICAL IN ALL SHOWERS - MOUNTED 40" MAX AFF IN ADA SHOWER COMPARTMENTS T29 SANITARY NAPKIN DISPOSAL 1/4" = 1'-0"16a ROOM 132 -MAIN TEAM ROOM -ELEVATION 3 1/4" = 1'-0"25a ROOM 166 -MEN'S -ELEVATION 2 1/4" = 1'-0"24 ROOM 165 -WOMEN'S -ELEVATION 2 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 ALL RESTROOM PARTITIONS SHALL BE CEILING MOUNTED 1/4" = 1'-0"5 ROOM 121 -MEN'S -ELEVATION 2 1/4" = 1'-0"1 ROOM 106A -TOILETS -ELEVATION 1 1/4" = 1'-0"2 ROOM 106B -TOILETS -ELEVATION 1 1/4" = 1'-0"3 ROOM 106B -TOILETS -ELEVATION 2 1/4" = 1'-0"22 ROOM 162 -FAMILT TLT 1/4" = 1'-0"19a ROOM 141 -WOMENS TLT -ELEVATION 2 1/4" = 1'-0"4 ROOM 120 -FAMILY RM -ELEVATION 1 1/4" = 1'-0"15 ROOM 119 -WELLNESS RM -ELEVATION 1 1/4" = 1'-0"12 ROOM 106 -FAMILY RESTROOM -ELEVATION 3 3 3 3 3 3 3 3 3 3 A118.1 A118.2 A118.3 W3 1 A114.1A115.1 A116.1 2' - 10"4' - 10"2' - 4"7' - 0"43 3 3/4"7' - 8"35 9' - 3 1/8" 8' - 0" 4' - 1 1/2" 3' - 10" 4' - 5" 3' - 4"7" A117.5 A117.2 W12 35 2"12' - 4"2"39' - 10 3/4"8' - 2"10' - 0"4' - 5 1/2"4' - 10 5/8"2' - 10 1/8"A117.4 A117.3 A115.2A.F.F19' - 2 1/2"9' - 4"10' - 0"43 A117.12' - 4"4' - 10"2' - 10"105 105 7' - 4 1/2" 28' - 10 1/2" 12' - 8" 48' - 11" 6' - 0" 3 MONITORS MONITORS 4' - 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" 43 43 W15W15W15 A107.1 2' - 4 7/8" 2' - 4 7/8" 1' - 6 1/4" WOOD LOOK CEILING CLOUD ABOVE 15' - 0"24' - 2 1/4"1' - 0"9' - 0"10' - 0"2' - 8"5' - 4"1' - 10"4"2' - 10"2' - 8" 2' - 8" 16' - 0 1/4"5' - 4"1' - 10"4"2' - 10"16' - 1" 2' - 8" 2' - 8" 2' - 8" 3535 A102.1A103.1 3939 T07 T05 T05 T07 6' - 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" A107.1 W15W15 3' - 8"5' - 4"9' - 0"GYP WALL 2' - 10"2' - 8" 1' - 6" 1' - 6" 1' - 4" 7' - 0" 2' - 7 1/4" 3' - 0" 1' - 4"2' - 10"4"1' - 10"2' - 6"T05 T07 39 104 104 104 105 8' - 2" 3' - 0"4"6' - 2"6"1' - 4"1' - 2" 24 PLAM CUBBIES W VINYL BASE 4"3' - 0"2"3' - 0"6"7' - 0"9' - 6"6"4" 9" 6" TYP REPEATING PATTERN 11"9" 4" 11" 6" 1 A7.5 U CHANNEL TRIM ON EXPOSED EDGE OF TOP AND BOTTOM OF WOOD LOOK PANELS A7.5 2 1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0" 10"6' - 3"3/4"TYP.8"3/4"PLAM SHOE CUBBY BASE PHONE LOCKERS 11 A7.5 113 114 115 115a 1' - 4"A105.1 T05 T07 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 INTERIOR ELEVATIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A9.1 10/13/2023 220025.00 C2023-15 KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 35 WALL MOUNTED TV SCREEN 39 TRASH AND RECYCLING - FF&E 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 104 FF&E ITEM 105 RENTABLE LOCKERS- FF&E ITEM - PLASTIC LAMINATE TO MATCH ADJACENT CUBBIES 113 DIGILOCK CURVE 2-1/8" X 3-7/8" 114 8"X10" PHONE LOCKERS 115 COAT STORAGE/SHOE CUBBY HOOKS @66" A.F.F 115a COAT STORAGE/SHOE CUBBY ADA @48" A.F.F T05 SOAP DISPENSER, SURFACE MOUNTED. T07 PAPER TOWEL DISPENSER, SURFACE MOUNTED 1/4" = 1'-0"9 ROOM 117 -ICE ARENA LOBBY -SOUTH 1/4" = 1'-0"7 ROOM 117 -ICE ARENA LOBBY -WEST 1/4" = 1'-0"8 ROOM 117 - ICE ARENA LOBBY -EAST 1/4" = 1'-0"4 ROOM 101 - MAIN LOBBY -SOUTH 1/4" = 1'-0"1 ROOM 101 - MAIN LOBBY -WEST 1/4" = 1'-0"11 MEETING ROOM INTERIOR ELEVATION 1/4" = 1'-0"2 ROOM 107 -SKATE RENTAL/CHECK IN 1/4" = 1'-0"6 ROOM 109 -BREAK ROOM 1/4" = 1'-0"5 CUBBIES AND LOCKERS 3 12-8-23 Addendum #3 1/2" = 1'-0"10 WOOD LOOK WALL PANEL PATTERN -TYPICAL 1/4" = 1'-0"3 ROOM 112 -ADMIN REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 1/4" = 1'-0"12 ROOM 105 -FIRST AID ELEVATION 1/4" = 1'-0"13 ROOM 112(A) -COPY AREA ELEVATION 3 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 2.2 VG FG FLUSH DOOR W/ VISION GLASS FULL GLASS DOOR G FR1 STANDARD FRAME GENERAL NOTE: SEE SCHEDULE FOR DOOR GLAZING TYPE 1."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 SCALE 1.ALL HOLLOW METAL DOOR FRAMES SHALL BE PRIMED AND PAINTED, SEE ROOM FINISH SCHEDULE. 2.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 3.OPPOSITE HAND MAY APPLY -SEE PLANS FRAME TYPES DOOR TYPES 6" VARIES 6" AS SCHEDULED AS SCHEDULEDJ4 OVERHEAD SECTIONAL INSULATED DOOR HOLLOW METAL 2" AS SCHEDULED 2"AS SCHEDULED2"AS SCHEDULED 2"2"AS SCHEDULEDDG DOUBLE FULL GLASS DOORAS SCHEDULED6" VARIES 6" 6" VARIES 6" AS SCHEDULED 1' - 0" VARIES 6"1' - 0" VARIES 6" FR2 FR3 FR4 F FLUSH DOORAS SCHEDULEDAS SCHEDULED AS SCHEDULED AS SCHEDULEDG G G 6" 6"3' - 10" 2' - 6" VARIES HOLLOW METAL HOLLOW METAL HOLLOW METAL FRAME WITH BORROWED LITE FRAME WITH BORROWED LITE FRAME WITH BORROWED LITE 2"AS SCHEDULED 2" 1' - 6"2"2"AS SCHEDULED2" EQ 2" EQ 2" 2"AS SCHEDULED 2"2' - 6"2"2"AS SCHEDULED2"EQ2"EQ2"2" AS SCHEDULED 2" 3' - 2" 2"AS SCHEDULED2"2"EQ2"EQ2"HG FLUSH DOOR W/ HALF GLASS G 6"VARIES6" AS SCHEDULED AS SCHEDULED3' - 7" VARIES 8"AS SCHEDULED3 1/2" AS SCHEDULED 3 1/2" CD OVERHEAD COILING DOOR AS SCHEDULEDAS SCHEDULED FLUSH DOOR DF AS SCHEDULEDAS SCHEDULED SLIDING GLASS SG FR6 CENTER MULLION FRAME AND DOUBLE CENTER MULLION FRAME HOLLOW METALAS SCHEDULED2"2"AS SCHD 2" AS SCHD 2"AS SCHEDULEDAS SCHEDULED SLIDING GLASS TYPE 2 S2 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" DOOR AND FRAME TYPES WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A10.1 10/13/2023 220025.00 C2023-15 DOOR AND FRAME SCHEDULE NUMBER DOOR FRAME FIRE RATING HARDWARE COMMENTS SIZE (Note: Door Width 1 & 2 / Door Type 2 only applicable with double & uneven doors) MATERIAL FINISH TYPE MATERIAL FINISH FRAME TYPE LABEL SET NO. OVERALL WIDTH DOOR WIDTH 1 DOOR WIDTH 2 HEIGHT A100.1 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 74 A100.2 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 73 A100.3 12' - 4" 9' - 4" AL SG AL W1 PER MANUF. A100.4 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 41 A100.5 3' - 0" 3' - 0" 10' - 0" AL FG AL W1 41 A100.6 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41 A100.7 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41 A100.8 12' - 4" 9' - 4" AL SG AL W2 PER MANUF. A100.9 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41 A100.10 3' - 0" 3' - 0" 10' - 0" AL FG AL W2 41 A101.1 3' - 0" 3' - 0" 8' - 0" AL FG AL W4 36 A101.2 3' - 0" 3' - 0" 9' - 10" AL DG AL W14 39 A101.3 3' - 0" 3' - 0" 9' - 10" AL DG AL W14 50 A101.4 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DG HM FR1 36 A102.1 3' - 0" 3' - 0" 7' - 2" WD VG HM FR1 43 A103.1 3' - 0" 3' - 0" 7' - 2" WD VG HM FR1 43 A104.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 12 A105.1 3' - 0" 3' - 0" 7' - 2" HM VG HM FR1 10 A106.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 06 A107.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 28 A107.2 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 07 A109.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 07 A110.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 07 A111.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 07 A112.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 31 A113.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 26 A114.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A115.1 3' - 6" 3' - 6" 7' - 2" HM F HM FR1 30 A115.2 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 34 A117.1 12' - 4" 9' - 4 3/4" AL SG AL PER MANUF. 57 A117.2 3' - 0" 3' - 0" 9' - 10" AL DG AL W12 50 A117.3 3' - 0" 3' - 0" 9' - 10" AL DG AL W12 50 A117.4 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 41 A118.2 3' - 0" 3' - 0" 10' - 0" AL FG AL W3A 41 A118.3 3' - 0" 3' - 0" 10' - 0" AL FG AL W3A 42 A118.4 3' - 0" 3' - 0" 10' - 1" AL FG AL W3 40 A118.5 3' - 0" 3' - 0" 10' - 1" AL FG AL W3 40 A118.6 3' - 0" 3' - 0" 10' - 1" AL FG AL W3 56 A119.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 06 A120.1 3' - 0" 3' - 0" 7' - 2" WD F HM FR1 75 A123.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A124.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 15 A124.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 14 A125.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A126.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A127.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A128.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 04 A129.1 3' - 0" 3' - 0" 7' - 2" HM VG HM FR1 11 A131.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 11 A132.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 A133.1 3' - 0" 3' - 0" 7' - 2" HM VP HM FR1 33 A133.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 62 A134.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 55 A134.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 36 A135.1 6' - 2" 3' - 1" 3' - 1" 7' - 2" HM F HM FR6 49 A135.2 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 37 A137.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 61 A138.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A139.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 17 A139.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 16 A140.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A141.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 04 A142.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A143.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 A144.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 03 A144.2 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 03 A145.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A146.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 05 A147.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A148.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A149.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 34 A150.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 30 A151.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 A152.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 1 HOUR 12 A153.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A155.1 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 53 A155.2 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52 A155.3 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52 A155.4 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52 A155.5 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52 A155.6 3' - 0" 3' - 0" 7' - 2" AL FG AL W18 51 A155.7 3' - 0" 3' - 0" 7' - 2" AL FG AL W18 60 A155.8 3' - 0" 3' - 0" 7' - 2" HM FG HM FR1 52 A155.9 7' - 6" 9' - 0" PER MANUF. PER MANUF. PER MANUF. PER MANUF. LOCKABLE ROLL DOWN SECURITY GATE FOR MAINTENANCE CREW TO LOCK DOWN BATHROOMS WHEN NOT IN USE A156.1 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47 A156.3 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47 A156.4 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47 A156.5 14' - 0" 14' - 0" PER MANUF. J4 HM J4 58 A156.6 6' - 2" 3' - 1" 3' - 1" 7' - 2" FRP F AL W17 47 A157.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A157.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 22 A157a 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A158.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A159.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 63 A159.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 09 A159.3 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 20 A159.4 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 64 A159.10 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 37 VERIFY IF THRESHOLD, DOOR SWEEP, AND GASKETING ARE NEEDED A159.11 5' - 0" 4' - 0" 1' - 0" 7' - 0" A160.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 10 A160.2 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. FR1 PER MANUF. A160.3 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 32 A160.4 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 20 A162.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 06 A163.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A164.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 48 A164.2 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM DF HM FR1 48 A164.3 5' - 6" 3' - 0" 2' - 6" 7' - 2" AL DG AL W19 44 A164.4 5' - 6" 3' - 0" 2' - 6" 7' - 2" AL DG AL W19 45 electrified hardware/strike or magnetic lock placed on the most 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 65 A167.3 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 27 A168.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 25 A169.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A170.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 24 A170.2 12' - 0" 12' - 0" PER MANUF. J4 PER MANUF. J4 PER MANUF. A170.4 12' - 0" 12' - 0" PER MANUF. J4 HM 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 02 A171.2 3' - 6" 3' - 6" 7' - 2" HM F F HM FR1 1 HOUR 70 A171.3 3' - 6" 3' - 6" 7' - 2" HM F HM FR1 29 A172.1 8' - 2" 4' - 1" 4' - 1" 7' - 2" HM DF HM FR6 1 HOUR 21 A172a 3' - 6" 3' - 6" 7' - 2" HM F HM FR1 66 A173.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 67 A174.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 59 A175.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 59 A176.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 28 A179.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 69 A200.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 54 A200.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 08 A202.1 2' - 11 1/2" 2' - 11 1/2" 8' - 10" AL FG AL W16 13 A202.2 2' - 7 3/4" 2' - 7 3/4" 8' - 10" AL FG AL W16 35 A203.1 3' - 0" 3' - 0" 8' - 10" AL FG AL W16 13 A203.2 3' - 0" 3' - 0" 8' - 10" AL FG AL W16 13 A204.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 23 A204.2 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 08 A210.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 68 DOOR AND FRAME SCHEDULE ADD ALT 1 NUMBER DOOR FRAME FIRE RATING HARDWARE COMMENTS SIZE (Note: Door Width 1 & 2 / Door Type 2 only applicable with double & uneven doors) MATERIAL TYPE MATERIAL FRAME TYPE LABEL SET NO. OVERALL WIDTH DOOR WIDTH 1 DOOR WIDTH 2 HEIGHT A101.5 3' - 0" 3' - 0" 7' - 2" AL SG AL W4 36 A186.1 3' - 0" 3' - 0" 7' - 2" HM FG HM FR2 52 A186.2 3' - 0" 3' - 0" 7' - 2" HM FG HM FR2 52 A186.3 6' - 2" 3' - 1" 3' - 1" 7' - 2" AL F AL W15 47 A187.1 3' - 0" 3' - 0" 7' - 2" WD HG HM FR2 43 A188.1 3' - 0" 3' - 0" 7' - 2" WD HG HM FR2 43 A189.1 3' - 0" 3' - 0" 7' - 0" HM F HM FR1 12 A190.1 3' - 0" 3' - 0" 7' - 0" HM VG HM FR1 10 A191.1 3' - 0" 3' - 0" 7' - 0" HM F HM FR1 75 DOOR AND FRAME SCHEDULE ADD ALT 2 NUMBER DOOR FRAME FIRE RATING HARDWARE COMMENTS SIZE (Note: Door Width 1 & 2 / Door Type 2 only applicable with double & uneven doors) MATERIAL TYPE MATERIAL FRAME TYPE LABEL SET NO. OVERALL WIDTH DOOR WIDTH 1 DOOR WIDTH 2 HEIGHT A151.1 6' - 0" 3' - 0" 3' - 0" 7' - 2" HM VP HM FR1 33 A182.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 INCLUDES 60" HIGH KICK PLATE A183.1 3' - 0" 3' - 0" 7' - 2" HM HG HM FR1 33 A184.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 INCLUDES 60" HIGH KICK PLATE 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 4 12-13-23 Addendum #4 DOOR AND FRAME SCHEDULE ADD ALT 3 NUMBER DOOR FRAME FIRE RATING HARDWARE COMMENTS SIZE (Note: Door Width 1 & 2 / Door Type 2 only applicable with double & uneven doors) MATERIAL TYPE MATERIAL FRAME TYPE LABEL SET NO. OVERALL WIDTH DOOR WIDTH 1 DOOR WIDTH 2 HEIGHT A180.1 3' - 0" 3' - 0" 7' - 2" HM HG HM FR1 33 A181.1 3' - 0" 3' - 0" 7' - 2" HM F HM FR1 33 INCLUDES 60" HIGH KICK PLATE A185.1 3' - 0" 3' - 0" 7' - 2" HM HG HM FR1 33 3 2"SEALANT TYP. BOTH SIDES FRAME AS SCHEDULED. (3) ANCHORS PER JAMB. TYP. DOOR AS SCHEDULED. REFER TO PLAN FOR WALL TYPES. PER WALL TYPE 1/2"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 SIDES FRAME AS SCHEDULED. DOOR AS SCHEDULED. PER WALL TYPE 1/2"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 SIDES HOLLOW METAL WINDOW FRAME AS SCHEDULED. GLASS AS SCHEDULED. PER WALL TYPE 1/2"1/2"2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATIONS OR ROOM FINISH SCHEDULE OR BOTH. HOLLOW METAL STOPS AS REQUIRED. SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS DOOR AS SCHED. MASONRY WALL -SEE STRUCT. FOR LINTEL REQUIREMENTS SEALANT FRAME, SEE SCHEDULE -GROUT FULL AS REQD 0' - 0 1/2"DOOR AS SCHED. MASONRY WALL -SEE STRUCT. FOR LINTEL REQUIREMENTS SEALANT FRAME, SEE SCHEDULE -GROUT FULL AS REQD EXTERIOR PRECAST PANEL INSULATED OVERHEAD DOOR TREATED 2x6 WOOD BLOCK, PAINTED OVERHEAD DOOR TRACK H.M. FRAME, FILL W/ GROUT 1'-0" EXTERIOR PRECAST PANEL INSULATED OVERHEAD DOOR TREATED 2x6 WOOD BLOCK, PAINTED OVERHEAD DOOR TRACK H.M. FRAME, FILL W/ GROUT SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS 6" EXT. BOLLARD INSULATED OVERHEAD DOOR OVERHEAD DOOR TRACK H.M. FRAME FILLED WITH GROUT PRECAST PANEL 1' - 0"20 A7.1 1'-0"6" EXT. BOLLARD INSULATED OVERHEAD DOOR OVERHEAD DOOR TRACK H.M. FRAME FILLED WITH GROUT PRECAST PANEL BENT STEEL PLATE WALL TYPES AND LOCATIONS AS INDICATED ON FLOOR PLAN. DOOR AS SCHEDULED FRAME AS SCHEDULED DBL. STUDS @ JAMBS. 4"2"PRECAST PANEL, HOLD BACK INSULATION 6" MIN. OVERHEAD COILING SHUTTER BOX, ANCHOR AS REQ'D PER MANUFACTURER OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER GUIDE PRECAST PANEL, HOLD BACK INSULATION 6" MIN. OVERHEAD COILING SHUTTER BOX, ANCHOR AS REQ'D PER MANUFACTURER OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER GUIDE OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER TRACK PRECAST PANEL, HOLD BACK INSULATION 6" MIN. 3"x3"x1/4"x5'-0" GALV. STEEL ANGEL, GRIND ANCHORAGE SMOOTH, PAINT OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER TRACK PRECAST PANEL, HOLD BACK INSULATION 6" MIN. 3"x3"x1/4"x5'-0" GALV. STEEL ANGEL, GRIND ANCHORAGE SMOOTH, PAINT EXPANSION ANCHOR BOLT 8" CMU BLOCK WALL; SEE STRUCTURAL SIM @ OPENING HEAD 3/4" PLYWOOD PANELING ON 7/8" HAT CHANNELS @ 16" O.C.; STAIN & SEAL DOOR AND FRAME, SEE SCHEDULE SEALANT, BOTH SIDES 1"SEALANT, BOTH SIDES 1/2"8" CMU BLOCK WALL; SEE STRUCTURAL SIM @ OPENING HEAD 3/4" PLYWOOD PANELING ON 7/8" HAT CHANNELS @ 16" O.C.; STAIN & SEAL DOOR AND FRAME, SEE SCHEDULE SEALANT, BOTH SIDES SEALANT, BOTH SIDES 2"11 3/4" RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL STAINLESS STEEL HOLLOW METAL FRAME FURRING WALL CMU WALL 2"10 1/8" RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL CMU WALL FURRING WALL WOOD LOOK METAL PANEL STAINLESS STEEL HOLLOW METAL FRAME END TRIM FOR WOOD LOOK WALL PANEL EXTRUDED ALUMINUM THRESHOLD SET ONTO SEALANT BED EXTEND MEMBRANE FLASHING UNDER THESHOLD AND 8" MINIMUM DOWN EXTERIOR FACE OF FOUNDATION WALL CONCRETE ENTRY STOOP - PITCH AWAY AT 1/4"/FT DOOR AS SCHEDULED FIRST FLOOR EL. 100'-0" 1/2" COMPRESSIBLE FILLER BACKER ROD AND SEALANT 0' - 4" 10" INSULATED PRECAST CONCRETE WALL PANEL. CONTINUOUS PERIMETER SEALANT EACH SIDE. HOLLOW METAL FRAME AS SCHEDULED - GROUT SOLID. PAINTED. DRIP. EQEQ HOLLOW METAL DOOR AS SCHEDULED - INSULATED. PAINTED.2"EXTERIOR 10" 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. EXTERIOR 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 DOOR AND FRAME DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A10.2 10/13/2023 220025.00 C2023-15 1 1/2" = 1'-0"7 HM DOOR JAMB 1 1/2" = 1'-0"6 HM DOOR HEAD 1 1/2" = 1'-0"9 HM BORROWED LIGHT HEAD -JAMB/SILL SIM 3" = 1'-0"3 HM JAMB -INT CMU1 3" = 1'-0"1 HEAD -CMU 1 1/2" = 1'-0"11 EXTERIOR OVERHEAD DOOR HEAD 3" = 1'-0"2 JAMB -CMU 1 1/2" = 1'-0"10 EXTERIOR OVERHEAD DOOR JAMB 1 1/2" = 1'-0"8 TYPICAL HM DOOR JAMB OFFSET 1 1/2" = 1'-0"12 COILING DOOR HEAD DETAIL 1 1/2" = 1'-0"13 COILING DOOR JAMB 3" = 1'-0"14 CONCESSION DOOR @ JAMB/HEAD 3" = 1'-0"15 WEST RESTROOMS -STAINLESS STEEL CASE OPENING -JAMB 2 3" = 1'-0"17 ROOMS 106A/B - STAINLESS STEEL CASE OPENING -JAMB 1 1/2" = 1'-0"18 ENTRY DOOR -THRESHOLD 2 12-1-23 Addendum #2 3 12-8-23 Addendum #3 1 1/2" = 1'-0"5 HOLLOW METAL DOOR HEAD -PRECAST 1 1/2" = 1'-0"4 HOLLOW METAL DOOR JAMB -PRECAST 3" = 1'-0"16 NOT USED 3" = 1'-0"19 NOT USED 3 HC HC HC HC HC HC HC HC HC HC DN DN HC HC HC HC HC HC UP DN UP UP DN G CHC HC HCHCHCH C HC HC HCHCHC HCS MATCHLINE AAMATCHLINE AAMATCHLINE BB MATCHLINE BB 1" / 1'-0" 1" / 1'-0" SLOPE SLOPESLOPE RFT-1CPT-2 CPT-2RFT-1 RFT-1 RFT-1 CPT-2 MWP-1 MWP-1 P-2 P-2 MWP-1MWP-1 MWP-1 MWP-1 MWP-1 MWP-1 SCONC RFT-1 RFT-1 SCONC RFT-1 SCONC SCONC RFT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-2 WT-2 WT-2 WT-2 J.C. 114 CONCESSIONS 115 (B) BEER SALES 116 FOOD PREP 115 (A) OFFICE 111SKATE RENTAL 108 CHECK-IN/RENTAL 107 VESTIBULE 100 MAIN LOBBY 101 MENS 106A MEETING ROOM (A) 102 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 LOBBY / LINK 155 STORAGE 158ELECTRIC 157 WARMING ROOM 159 LOADING/RECEIVING/STORAGE 160 FAMILY TLT 162 J.C. 163 MEN'S 166 GENERAL BUILDING STORAGE 167 RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 Y.H. STORAGE 137 WET TEAM ROOM #1 138 WET TEAM ROOM #2 140 UNISEX TLT 141 YH COACH 143 ICE ARENA LOBBY 117 MEN'S 121 ELEC 134MAIN COACH 133 MAIN TEAM ROOM 132 LAUNDRY 131 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 WOMEN'S 165 F.S. STORAGE 175 TEAM ROOM 2 148 J.C. 142 REFEREE 145 REFEREE RR 146 WET TEAM RR 139 MERCYHEALTH ARENA 136 MULTI-PURPOSE AREA 154 MULTI-USE CONVENTION SPACE 156 GEN STORAGE 153 ICE RINK CIRCULATION 151 ICE RINK CIRCULATION 135 PASSAGE 144 PASSAGE 130 ELEV 152 BREAKROOM 109 OFFICE 110 ADMIN 112 MECHANICAL 168 STORAGE 135(A) MALL CONNECTION 164 METER/RISER 179 ELECTRICAL 169 COPY AREA 112 (A) TEMP STORAGE 174 HOCKEY STORAGE 173 IT/GEN STORAGE 176 ELECTRICAL 113 DRY STORAGE 115 (C) LOCKER ALCOVE 101 (A) MULTIPURPOSE SEATING 154 (A) MULTIPURPOSE AREA CIRCULATION 154 (B) AV CLOSET 167 (B) AV CLOSET 157 (A) VESTIBULE 118 CLOSET 133(A) VESTIBULE 171 CLOSET 172(A) RFT-1 RFT-1 RFT-2 SCONC RFT-2 SCONC RFT-2 SCONC SCONC RFT-1 SCONC RFT-1 SCONC SCONC RFT-1 RFT-1 P-2 RFT-1 EPF-2 PT-2LVT-1 5 PLANKS WIDE, ARROWS INDICATE LENGTH OF PLANK, LVT-2 RFT-1 EPF-2 RFT-1 EPF-2 RFT-1 EPF-2 RFT-2 SCONCSCONC RFT-2 RFT-1 PCONC-1 CPT-1 PT-2 PT-2 PT-2LENGTH OF FLOOR TILE LENGTH OF TILE WOMENS 106B PT-3 WOMENS 122 MWP-1 ABOVE OPENING TO CHECK-IN FAMILY RR 106 ALIGN ALIGN FAMILY RESTROOM 120 WELLNESS ROOM 119 ALIGN WT-1 WT-1 WT-1 CG1 3 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 FINISH PLAN -OVERALL WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A11.1 10/13/2023 220025.00 C2023-15 1/16" = 1'-0"1 FIRST FLOOR PLAN -OVERALL . 1 11-17-23 Addendum #1 3 12-8-23 Addendum #3 YES, 4'X4' JANITOR CLOSET PER OPS MGR. HC HC HC HC HC HC DN A A E E F F 4 5 6 8 A4.3 1 MATCHLINE AA F.3 5.8 7.2 9 63' - 8 3/4"103' - 8 1/4" 10" 1 A5.2 A186.2A186.3 W17 ABOVE 10"7' - 5" 40' - 0 3/4" 7' - 5" 7' - 0" 7' - 5" A186.1 47 58 A189.1 40' - 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 A9.1 11Sim A12 A2 A2 B2 A187.1 A101.5 1' - 8 1/4"24' - 2 3/4" 5' - 0" 5" 7' - 4" 12' - 0" 16' - 0" 12' - 0" 16' - 4" A188.139 3535 39 A4.3 3 A4.3 4 A4.35 A7.1 27 6289 SF EXPANDED MULTIPURPOSE ROOM 186 576 SF ADD ALT 1 MEETING ROOM (B) 187 98 SF ADD ALT 1 FIRST AID 190 104 SF ADD ALT 1 STORAGE 189 576 SF ADD ALT 1 MEETING ROOM (A) 188 B2 DOOR AND WINDOW TO BE CENTERED IN PANEL FOR ADD ALT 1 11' - 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"A12 71 SF FAMILY RESTROOM 191 18' - 10 5/8"1 A191.1 A190.1 A1 B2 A2.4a 2 F2 W6a 11' - 2"M8 3 3 98 45 45 98 45 3 3 3 98a 3 3 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE A2.4a 3 B2 A1 B2 A191.1 38 1 13' - 6 5/8"5' - 7 1/4"1' - 0 3/4"5' - 2 3/8" 7' - 9" 71 SF FAMILY RESTROOM 191 2' - 6" T12 T20 T05T08T07 T06 T10 T09 T11 T01 20 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 -ADD ALT 1 -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.4a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR PLAN -NW QUAD -ADD ALT 1 2 12-1-23 Addendum #2 3 12-8-23 Addendum #3 KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 20 JUMP SEAT 35 WALL MOUNTED TV SCREEN 38 BABY CHANGING STATION, PROVIDE ADJACENT COAT HOOK AT 48" AFF 39 TRASH AND RECYCLING - FF&E 45 PERMANENT SPORT COURT WALL PADDING- MOUNTED 1' - 0" AFF 6' - 0" TALL PADS. PADS LOCATED ON A CORNER SHOULD BE MOUNTED ALIGNED WITH FINISH FLOOR AND UP 7' - 0" AFF 47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING. 58 MOTORIZED SHADES 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" 98a PAIRED PANEL OPERABLE PARTITION - 10' - 4" T01 WALL MOUNTED TOILET, ADA COMPLIANT T05 SOAP DISPENSER, SURFACE MOUNTED. T06 TOILET TISSUE DISPENSER, DOUBLE ROLL T07 PAPER TOWEL DISPENSER, SURFACE MOUNTED T08 ELECTRIC HAND DRYER T09 GRAB BAR - 36" T10 GRAB BAR - 42" T11 GRAB BAR - 18" VERTICAL T12 FRAMELESS MIRROR WITH METAL CLIP FASTENERS T20 THROUGH STYLE VANITY W/ ADA COMPLIANT SLOPED LOWER CABINET 1/4" = 1'-0"2 ROOM 191 -FAMILY RR -ENLARGED 1/4" = 1'-0"3 ROOM 191 -FAMILY RR -ELEVATION REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT NE SE SWNW BUILDING DIAGRAM NOT TO SCALE A B E FCD 1 2 3 4 5 6 8 7.2 MATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BB1 A5.2 C3 10' -4" AFF 10' -4" AFF 8' -0" AFF 8' -0" AFF W15 SOFFIT 9' -6" AFF SOFFIT 9' -6" AFF 13' -6" AFF 12' -0" AFF C6 C6 ADD ALT 3 SEE SHEET A3.4 EXPANDED MULTIPURPOSE ROOM 186 12 F.4 F.6 MATCHLINE AAMATCHLINE AA MATCHLINE BBMATCHLINE BBADD ALT 1 MEETING ROOM (B) 187 ADD ALT 1 MEETING ROOM (A) 188 ADD ALT 1 FIRST AID 190 ADD ALT 1 STORAGE 189 C4 7' - 6" 37' - 9 3/8"2' - 2 3/8"2' - 3" 17' - 4" 2' - 3"23' - 1 1/4"23' - 1 1/4"8' - 8 1/4"5' - 8 3/4"8' - 8 1/4"L.7 FAMILY RESTROOM 191 8' -0" AFF 3 3 98 3 3 3 98a CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN -ADD ALT 1 WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.3 10/13/2023 220025.00 C2023-15 1/16" = 1'-0"1 FIRST FLOOR RCP -ADD ALT 1 KEYNOTES PER SHEET # 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" 98a PAIRED PANEL OPERABLE PARTITION - 10' - 4" C3 EXPOSED METAL JOIST C4 EXPOSED CONCRETE PLANK C6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOP LOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS AND MAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES. FALLS IN THE SCOPE OF FF&E 3 12-8-23 Addendum #3 A E F H JD 4 5 6 8 7 F.3 F.9 G G.8 5.8 7.2 9 MATCHLINE BBMATCHLINE AA MATCHLINE BBMATCHLINE AA 1 A5.2 C6 C6 6289 SF EXPANDED MULTIPURPOSE ROOM 186 C3 C4 F.4 F.6 GWB 11' -11" AFF 13' -6" AFF 12' -0" AFF SOFFIT 9 -6" AFF SOFFIT 9 -6" AFF 13' -6" AFF SOFFIT 9 -6" AFF 13' -6" AFF 10' -4" AFF 10' -4" AFF 8' -0" AFF 8' -0" AFF ADD ALT 1 MEETING ROOM (B) 187 ADD ALT 1 MEETING ROOM (A) 188 ADD ALT 1 FIRST AID 190 ADD ALT 1 STORAGE 1895757 8' -0" AFF FAMILY RESTROOM 191 10' - 4" BULKHEAD 3 3 3 98 98 11 A7.4 98a 23' - 10" 1' - 2" 23' - 10" 12' - 3 1/4" 13 A7.4 Sim 3 3 3 3 3 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE CEILING PLAN LEGEND WOOD LOOK METAL PANEL INT./EXT. CEILING PANEL (SIZE VARIES) GWB CEILING 2 X 2 ACT CEILING 2 X 4 VCT CEILING STADIUM SEATING ABOVE SEE STRUCTURAL FOR ROOF JOIST LOCATIONS 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 REFLECTED CEILING PLAN -ADD ALT 1 -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A3.3a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR RCP -NW QUAD ADD/ALT 1 KEYNOTES PER SHEET # 57 MANUAL SHADES - SHADE TO BE SET IN CEILING POCKET 98 PAIRED PANEL OPERABLE PARTITION 23' - 0" 98a PAIRED PANEL OPERABLE PARTITION - 10' - 4" C6 CEILING MOUNTED MOTORIZED UPWARD SWINGING BASKETBALL HOOP LOCATION. HOOP TO SWING BACKWARDS IN BETWEEN JOISTS AND MAINTAIN A 23'-0" CLEAR HEIGHT ABOVE VOLLEYBALL COURT LINES. FALLS IN THE SCOPE OF FF&E 3 12-8-23 Addendum #3 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"454545454545454517' - 2 7/8" 36' - 0" 24' - 0" 36' - 0" 24' - 0" 36' - 0" 24' - 0" 36' - 0" 17' - 0"8A7.417' - 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"98989898SEE SHEET R1.1 & R5.3 FOR VOLLEYBALL SLEEVES WITHIN ICE SYSTEM89a89a89a89a453333103' - 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"989889a89a89a89a3333REGULATION 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 SEATING454545454545454545457' - 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"9898984747474789a89a89a89a33334545454545454589a89a89a7' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 0 3/4"8' - 2" 84' - 0"4589a3333NNConsultant: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 53545A8.1010/13/2023220025.00C2023-151" = 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 13 12-8-23 Addendum #34 12-13-23 Addendum #4KEYNOTES 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 FLOORING89a GYM SCOREBOARD98 PAIRED PANEL OPERABLE PARTITION 23' - 0"33 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 3 3 3 3 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 3 12/8/2023 Addendum #3 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 3 3 3 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 3 12/8/2023 Addendum #3 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 HSS6 x 6 x 3/8HSS6 x 6 x 3/8HSS6 x 6 x 3/8HSS6 x 6 x 3/83 3 3 3 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 3 12/8/2023 Addendum #3 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 12 S5.5 3 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 3 12/8/2023 Addendum #3 __" 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 ROOF DECK L3 x 3 x 3/16 DIAGONALS WELDED TO JOISTS & BEAM HSS8 x 8 x 1/4" (COORDINATE DIMENSIONS W/ JOIST SUPPLIER) HSS8 x 8 x 1/4" (COORDINATE DIMENSIONS W/ JOIST SUPPLIER) W10 x 15 @10' - 0" o/c BOTTOM OF STEEL 23' - 11" 1/2" TOP PLATE 22"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 __" 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 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 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 - PARALLEL12FOLDING PARTITION SUPPORT 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 3 12/8/2023 Addendum #3 19 CANOPY DETAIL 3" = 1'-0"10 JOIST SUBSTITUTE JS-1 33 4 ES1.0 NTS 2 ES1.0 NTS 3 ES1.0 NTS # 3 1" / 1'-0"1" / 1'-0"1" / 1'-0"1" / 1'-0"1" / 1'-0"EEEEEEEEEEEEEEEEEEEE E E E EE E E E EEEE E E E E E SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN8 3 10 7 7 10 10 7 10 7 6 6 6 4 3 5 11 12 12 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 3 11/17/23 ADDENDUM 3