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C2023-15 Addendum #1CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER November 20, 2023 ADDENDUM NO. 1 Please note the following changes / clarifications to the bid documents. PART #3 – CONTRACT SPECIAL PROVISIONS 1. UNDER SECTION 1, BIDDING PROCEDUREREPLACE PARAGRAPHBASE BIDThe Base Bid will include costs for all labor and miscellaneous products, materials, equipment, and appliances necessary to complete all the Work as described in Divisions 00thru 33 and all project documents. All bids are to include an Allowance of $50,000.00 forthe application of various demolition and construction permits along with required relatedfees. The Contractor will be responsible for applying and paying for the permits. Donatedlabor and materials will be deducted from the base bid. Please refer to Part 4 for furtherdirection and input.WITH PARAGRAPH BASE BID The Base Bid will include costs for all labor and miscellaneous products, materials, equipment, and appliances necessary to complete all the Work as described in Divisions 00 thru 33 and all project documents. All bids are to include an Allowance of $50,000.00 for the application of various demolition and construction permits along with required related fees. The Contractor will be responsible for applying and paying for the permits. Contractors may make donations to the project through the Friends of the Woodman Center for potential recognition pursuant to the established guidelines. To coordinate donations and for questions regarding recognition, contact Christine Rebout, Executive Director of the Janesville Area Convention & Visitors Bureau, at Director@janesvillecvb.com. 2. UNDER SECTION 4, PRE-BID SCHEDULE REPLACE THE PRE-BID SCHEDULE WITH THE FOLLOWING:11-3-2023Bid documents available to bidders 11-14-2023 at 10 AM Mandatory pre-bid meeting for Prime Contractors CITY OF JANESVILLE ADDENDUM NO, 1 PUBLIC WORKS BID SCHEDULE “E” – 2023 PAGE 2 OF 2 CONTRACT 2023-1, WOODMAN’S SPORTS & CONVENTION CENTER 12-6-2023 at Noon Last day for bidder questions 12-6-2023 at Noon Ice Rink Contractor pre-qualification due. 12-13-2023 Final addendum issued, if applicable. 12-14-2023 at 10 AM Vbid Portal Available on Quest 12-19-2023 at 2 PM Opening of Bids 3. UNDER SECTION 6, INQUIRES/ADDENDA REPLACE PARAGRAPH D WITH THE FOLLOWING: The last day for submitting questions is December 6, 2023 at Noon. The reply will be in the form of an Addendum, a copy of which will be posted online to Quest CDN. 4. UNDER SECTION 8, PROJECT MILESTONES REPLACE PROJECT MILESTONE DATES WITH THE FOLLOWING: 12-19-2023 at 2 PM Opening of bids. 1-22-2024 Award of contract 1-29-2024 to 2-16-2024 Window for Pre-Construction Meeting and start of Submittals/Procurements 2-19-2024 Start Construction 5-30-2025 Substantial Completion / Occupancy 6-2-2025 to 7-11-2025 Window Owner move-in. 7-11-2025 Final Completion PART #4 – BID PROPOSAL 1. REPLACE PART #4 BID PROPOSAL PAGES WITH ATTACHED BID PROPOSAL PAGES 1 THROUGH 7. ATTACHMENTS • PART #4 – REVISED BID PROPOSAL • PRE-BID MEETING ATTENDANCE LIST • NARRATIVE WITH BIDDERS QUESTIONS / RESPONSES • ACCEPTED / REJECTED SUBSTITUTION REQUESTS • PART #15 - TECHNICAL SPECIFICATIONS • PART #16 – DRAWINGS END OF ADDENDUM ADDENDUM NO. 1 PART #4 REVISED BID PROPOSAL F O R PUBLIC WORKS CONSTRUCTION IN THE CITY OF JANESVILLE, WISCONSIN REVISED BID DATE: December 19, 2023 To the City Engineer, City of Janesville, Wisconsin The undersigned hereby certify/certifies that this proposal is made in pursuance of and subject to the conditions set forth in the Advertisement for Bids published in the official City paper, that no agreement has been entered into with any other person(s) to prevent competition for said work, and that he or she has/they have personally and carefully examined the site where the work is to take place and the Plans and Specifications, and Bid and Contract documents. And having made such examination, the undersigned bidder submitting this proposal hereby declares and agrees to enter into a contract and be bound to furnish all labor and materials and equipment and to perform the work in accordance with all of the terms, conditions and requirements of the Bid and Contract documents, specifications, and Plans hereto attached and which have been examined, for the following prices; to wit: 1 OF 7 ADDENDUM NO. 1 Section Title Line Item Item Code Item Description UofM Quantity Base Bid ‐ Lump Sum 11RAll labor and miscellaneous products, materials, equipment and appliances necessary to complete all the Work as described in Divisions 00 thru 33 and all project documents.LS 1 Mandatory Alternate Bid Items 1A 1A Amount to be added to the Base Bid for construction required for the inclusion of a fourth basketball court in the Project Scope.LS 1 2A 2A Amount to be added to the Base Bid to construct a new “core and shell” space to the south of the building for a future locker room expansion. This scope will include site work, the construction of concrete footing and foundation systems, exterior walls, roof structure, floor slab and MEP rough‐in. LS 1 3A 3A Amount to be added to the Base Bid to construct three (3) separate locker rooms with coaches’ offices to a previously built “core and shell” space. The locker rooms will include toilet stalls and shower rooms to serve each locker room individually. The construction shall include all floor, wall and ceiling finishes along with accessories. LS 1 4A 4A Amount to be added to the Base Bid to furnish and install a reverse osmosis system in Mechanical Room 168. Note: Installation of the required plumbing lines fo rthe system shall be included in the Base Bid. LS 1 5A 5A Amount to be added to the Base Bid to furnish and install backer panel with quick release fastener system for the Multipurpose Arena. Refer to Sheet DB100 for proposed locations. LS 1 6A 6A Amount removed from the Base Bid to remove water preheat waste heat recovery system. Work includes removing entire system including tanks (3), refrigerant piping, equipment pad, and all related work for a fully operational system. Water piping and refrigerant piping shall be stubbed out and capped for future connections if the alternate is accepted. (Enter unit price as positive.) LS ‐1 2 OF 7 ADDENDUM NO. 1 REVISED BID DATE: December 19, 2023 CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15, WOODMAN’S SPORTS & CONVENTION CENTER FEDERAL REQUIREMENTS CERTIFICATION REGARDING LOBBYING FOR CONTRACTS, GRANTS, LOANS, AND COOPERATIVE AGREEMENTS Pursuant to 24 CFR part 87, Appendix A The undersigned certifies, to the best of their knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. <SIGNATURE REQUIRED ON NEXT PAGE> 3 OF 7 ADDENDUM NO. 1 NAME OF FIRM OR CORPORATION BIDDING STREET ADDRESS CITY, STATE, ZIP CODE NAME OF AUTHORIZED PERSON SIGNATURE OF AUTHORIZED PERSON DATED THIS DAY OF 2023. *UNIQUE ENTITY ID (UEI)1: _________________________________________________________ 1.Unique Entity ID (UEI). As of April of 2022, all entities doing business with the federal government must use a Unique Entity ID created in SAM.gov. The federal government has stopped using the DUNS number to uniquely identify entities. If your organization is already registered in SAM.gov, your UEI has already been assigned and is viewable in SAM.gov. Contractors may refer to the Guide to Getting a Unique Entity ID at SAM.gov to get a Unique Entity ID. 4 OF 7 ADDENDUM NO. 1 REVISED BID DATE: December 19, 2023 CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15, WOODMAN’S SPORTS & CONVENTION CENTER FEDERAL REQUIREMENTS CERTIFICATION REGARDING ECONOMIC OPPORTUNITIES FOR LOW- AND VERY LOW-INCOME PERSONS IN CONNECTION WITH ASSISTED PROJECTS (SECTION 3) Pursuant to 24 CFR part 75 The undersigned certifies, to the best of their knowledge and belief, that: (1)I represent a Section 3 business concern and that the business meets at least one of the following criteria: a.It is at least 51 percent owned and controlled by persons with low- or very low- income levels; or b.Over 75 percent of the labor hours performed for the business over the prior three-month period are performed by Section 3 workers; or c.It is a business at least 51 percent owned and controlled by residents who currently live in Section 8- assisted housing. OR (2)I represent a business that will comply with the requirements of Section 3, including: a.make best efforts to award contracts and subcontracts to business concerns that provide economic opportunities to Section 3 workers; and b.I will ensure that language is included in any contract or agreement to apply these Section 3 requirements to contractors and subcontractors; and c.I will work with the City of Janesville to review the requirements of this regulation to mutually determine and agree to specific efforts that will be taken to support Section 3 goals; and d.I understand that the efforts to be undertaken will be incorporated into contract award documents. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Businesses who misrepresent themselves as Section 3 business concerns and report false information to the City of Janesville may have their contracts terminated as default and be barred from ongoing and future considerations for contracting opportunities. <SIGNATURE REQUIRED ON NEXT PAGE> 5 OF 7 ADDENDUM NO. 1 NAME OF FIRM OR CORPORATION BIDDING STREET ADDRESS CITY, STATE, ZIP CODE NAME OF AUTHORIZED PERSON SIGNATURE OF AUTHORIZED PERSON DATED THIS DAY OF 2023. *UNIQUE ENTITY ID (UEI)1: _________________________________________________________ 1.Unique Entity ID (UEI). As of April of 2022, all entities doing business with the federal government must use a Unique Entity ID created in SAM.gov. The federal government has stopped using the DUNS number to uniquely identify entities. If your organization is already registered in SAM.gov, your UEI has already been assigned and is viewable in SAM.gov. Contractors may refer to the Guide to Getting a Unique Entity ID at SAM.gov to get a Unique Entity ID. 6 OF 7 ADDENDUM NO. 1 REVISED BID DATE: December 19, 2023 CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15, WOODMAN’S SPORTS & CONVENTION CENTER REVISED BID PROPOSAL And I/we will commence the work within 10 days after notification by the City Engineer and prosecute the same with diligence to the completion, according to the schedule set forth in the Special Provisions. NAME OF PERSON, FIRM OR CORPORATION BIDDING STREET ADDRESS CITY, STATE, ZIP CODE *SIGNATURE OF PERSON EXECUTING BID *SIGNATURE OF PERSON EXECUTING BID AND ACKNOWLEDGING COMPLIANCE OF 2005 WISCONSIN ACT 181 CREATING WIS § 103.503 REQUIRING EMPLOYERS PERFORMING WORK ON PUBLIC WORKS CONSTRUCTION PROJECTS IN WISCONSIN TO HAVE A WRITTEN SUBSTANCE ABUSE TESTING PROGRAM IN PLACE. DATED THIS DAY OF 2023. ACKNOWLEDGE RECEIPT OF ADDENDUMS NOS: , , . (LEAVE BLANK IF NONE) BIDDER’S CHECKLIST:  Affidavit of Organization (Part #5) filled out and included with bid.  10% Bid Bond (Part #6) executed and attached (“original” with surety seal). Option = 10% certified check.  “Full and Complete Listing of Subcontractors” (Part #8) filled out and attached.  Addenda acknowledged above and latest bid proposal utilized (if revised by addendum).  BID IS SIGNED (SIGNATURE LINE ABOVE) BY SOMEONE DESIGNATED IN PART #5  Original bid documents, parts 4, 5, 6 and 8 will be required upon low bid, prior to execution. Note: Part 4 includes signatures on two Federal Requirement forms – 1) Certification regarding lobbying for contracts, grants, loans, and cooperative agreements form, and 2) Certification regarding economic opportunities for low-and very low- income persons in connection with assisted projects (Section 3) forms with a Unique Entity ID (UEI). 7 OF 7 PRE-BID MEETING SIGN-IN Woodman’s Sports & Convention Center 11/14/2023 Janesville, WI 220025.00 Page 1 • 212 North 25th Street, Milwaukee, Wisconsin 53233 • 414.271.3359 • zastudios.com NAME COMPANY PHONE EMAIL Joe Schwengels JP Cullen 608-751-6495 Joe.schwengels@jpcullen.com John Lanman JP Cullen 608-754-6601 John.Lanman@jpcullen.com Levi Jungbluth Miron 608-203-2720 Levi.Jungbluth@miron- construction.com Aaron Strader Scherrer 262-359-3100 Bids@scherrerconstruction.com Russ Pande Pepper Construction 312-515-0739 Rpande@pepperconstruction.com Vinny Iacobucci Riley Construction 262-658-4381 VincentI@rileycon.com Jake Cates Daniels Construction 608-235-1859 Jake.Cates@danielsco.com Charlie Dahl Boldt 608-609-5570 Charlie.dahl@boldt.com Steve Ebling CCI 262-788-0083 Bids@cciwi.com Matt Dabson CCI 608-481-3995 Matt.dabson@cciwi.com Mike Bickler Nicholas & Associates 262-490-9040 MBickler@nicholasquality.com SUBCONTRACTORS Bill Handt Alliance Concrete Sawing 847-783-6585 bhandt@alliancesawing.com Dan Tormey Monona Plumbing & Fire Protection 608-444-6547 dtormey@mononapfp.com Jurgen Carabez American Demolition 847-456-1279 jkcarabez@amerdemo.com PRE-BID MEETING SIGN-IN Woodman’s Sports & Convention Center 11/14/2023 Janesville, WI 220025.00 Page 2 NAME COMPANY PHONE EMAIL Joe Christenson Rock Road 262-269-9208 jchristenson@rockroads.com Jody Scott Laser Fire 608-697-6251 jodys.laserfirepro@gmail.com Tommy Mulhall Industrial Drying Solutions 224-319-6184 thomas.mulhall@idsdrying.com Samantha Golubski Morse Electric 608-566-4248 samantha.golubski@themorsegroup.com James Crozier Absolute Fire 815-397-6500 jcrozier@absolute-fire.com Ken Leisering Johler Demolition 847-800-0374 ken@johlerinc.com Henry Van Hout Custofoam 608-343-0331 hvanhout@custofoam.com Eric Heslou H2I Group 847-922-2911 eheslou@h2igroup.com Ken Matkovich Stone Mountain Accessories 708-548-9748 kmatkovich@stonemountainaccesr.com Megan Galsten Westphal Electric 608-206-4517 mgalsten@westphalec.com Beau Bennett Pieper Power 608-669-8754 beau.bennett@pieperpower.com Senan Nash Schmelzer Paint 608-271-6244 snash@schmelzerpaint.com Paul Van Brocklen Van Brocklen Electric 608-752-8889 paul@vanbrocklenelectric.com Kyle Bares Interstate Sawing & Demo 262-483-8293 kyle@interstatesawing.com PRE-BID MEETING SIGN-IN Woodman’s Sports & Convention Center 11/14/2023 Janesville, WI 220025.00 Page 3 Jim Thomas Interstate Sawing & Demo 608-513-5716 jim@interstatesawing.com Matt Long Monona Plumbing & Fire Protection 608-622-8751 mlong@mononapfp.com Jeff Toberman Van Ert Electric 608-436-7118 jtoberman@vanert.com Chase McCumber Butters-Fetting 608-314-0121 cmccumber@buttersfetting.com Ryan Hermosillo Omega III LLC 847-847-6007 Ryanh@omega3llc.com Aaron Eustice Monona Plumbing & Fire Protection 608-223-3362 aeustice@mononapfp.com Joe Swartz Maverick Mechanicals 414-745-1364 maverickmechanicals@gmail.com NARRATIVE WITH BIDDERS QUESTIONS / RESPONSESGen eral: 1) See attached accepted Substitution Request forms for approved and rejected substitutions. In reviewing the Bid Documents of the above referenced project, the following items are requested for clarification: Questions received on November 15, 2023 1. On sheet A8.0 Keynote #38 refers to providing a “…provide ADJ ASCENT Coat Hook at 48” AFF”. We are unable to find this product in the specification or determine what it is. Please clarify. a.This was typo, keynote fixed to say “adjacent”, use coat h ook specified in section10 28 00 item 2.2.D2. Spec Section 10 28 00 Toilet Accessories Items 2.4 and 2.5 both refer to Baby Changing Stations. Item 2.4 is molded plastic and 2.5 is Stainless Steel. Please clarify which is required for this project or if both are where each occurs. a.Molded Plastic3. On sheet A9.0 Keynote #23 refers to an “ADA compliant vandal guard shroud”. We are unable to locate this product in in the plumbing or architectural specifications. Please clarify what this product is to be. a.Specifications to be updated for clarity in addendum 24. On Sheet A9.0 there are no mirrors shown above sinks w here we are accustomed to seeing them. Please confirm none are required at Mens 166, Womens 165, Mens 121, Womens 122, and other similar rooms where not shown above sinks or no elevation shown. a.Mirrors added, see elevations on A9.0 5. Detail 5/A7.5 refers to sports equipment hooks, and a bracket with seat planks. We believe this may be products that are specified in Section 12 60 30 Locker Room Shelf, Coat Hooks. However the Materials Section 2.2 does not seem to indicate what the sports equipment hook are to be made of, how long, diameter etc. It also refers to different width seating, etc. so we are not sure if this correct specification for this product or if applies to only the seat plank/support angle. Please clarify what these sports hooks and seating plank are to be. The FF&E schedule for coat hook “strips” so we are unsure if these are intended to be one of the various hooks called in the Toilet Accessory section. a.Coat hook clarification have been added to spec 6. Sheet A2.1d at Wet Team Room #4 123 has cross section of 5/A7.5. This detail refers to sports hooks and seat plank. Can you provide a layout of the bench as floor plan does not indicate PAGE 2 if on all walls, etc. Also confirm this detail 5/A7.5 applies to all (9) Wet/Team Rooms. The FF&E schedule references benches in only some of the Wet/Team Rooms (not Rooms 125- 127) so we are unsure the intent. a.The bench layouts have been added to A2.1a and a2.1d.Detail 5/A7.5 applies toroo ms 123, 125, 126, 127, 138, 140, 145, 147, and 149, or anywhere with keynote 37 marked 7. Detail 13/A7.5 refers to “plastic wood” and we are u nable to locate what this product should be in the specifications. Also there is reference to a 4” long, 3/8” diameter metal stud. We are unable to tell if this is supposed to be same type of product called in detail 5/A7.5 or how this product is supposed to be mounted to the plastic wood. Please clarify. a.13/A7.5 has been updated, not in MasterSpec, but should be able to find a product that meets definition.8. Detail 11/A7.5 indicates “Coat Hooks” in the shoe cubbies. Please confirm these are to be Hat and Coat Hooks specified in Section 10 28 00 Item 2.2.D Hat and Coat Hooks. a.Yes, these are to be used in the admin area cubbies on 11/A7.5 and adjacent to baby changing stations9. The following items are listed in the Toilet Accessory specification section 10 28 00 but the specification section does not indicate where they are to be located nor are they called for anywhere on the drawings. Please confirm these are not required for the project or indicate where they are to be located. The items includes: a. 2.2.E Utility Hooks b. 2.2.G Towel Bars c. 2.2.L Shower Soap Dish d. 2.2.N Paper Towel Dispenser/Waste Receptacle e. 2.2.O Recessed Sanitary Product Dispenser f. 2.2.P Sanitary Product Disposers g. 2.2.Q Napkin Disposal with Removable receptacle•These are not in project as of now, but they will remain in spec pending future additions per COJ direction.10. Detail 10/A8.0 for Family RR 106 does not indicate what accessories are required nor is there any elevations to determine. Please provide. a.Elevation added See 12/A9.011. Exterior wall sections on sheets A6.1, A6.2, & A6.3 have note <WTRPRFG 02> at the wall foundations but the only waterproofing specification is 07 13 00 which only specifies vertical “blindside” waterproofing which is not applicable in this situation. Please clarify the waterproofing system to be used at the foundation walls. a.See specifications PAGE 3 1. Keynote 37 on sheet A2.1d indicates a bench that is to “match the depth of lockers”. The note is referenced in Referee Room 145. There is no indication of lockers in this room nor the extent of the benches. However, the FF&E matrix indicates that there are lockers that are responsibility of General Contractor to furnish and install. Please provide elevations or clarify what is required, if anything, in this room. Benches and lockers have been made to be visible on sheets A2.1a and A2.1d. 2. Sheet A2.8a and A2.8b keynote 56 references modular lockers “…as part of the FF&E package. See specifications.” The FF&E matrix does not have any indications of Rooms 181, 182 or 184 that we could find. Nor does the Specification Section 10 51 13 Metal Lockers appear to be product desired in these locations. Please confirm neither furnishing/installing the lockers or th4e pedestal benches (Keynote 31) in these rooms are the General Contractor’s responsibility. Specifications to added for lockers in rooms 181, 182 and 184. Pedestal benches are now shown in each. - Addendum 2 to clarify scope responsibility and locker spec.3. Sheet A and A2.8b keynote 56 references modular lockers “…as part of the FF&E package. See specifications.” The FF&E matrix does not have any indications of Rooms 181, 182 or 184 that we could find. Nor does the Specification Section 10 51 13 Metal Lockers appear to be product desired in these locations. Please confirm neither furnishing nor installing the lockers in these rooms are the General Contractor’s responsibility. Same as above 4. We are unable to locate lockers on the drawings that Specification Section 10 51 13 would applyto.Please confirm if this section is applicable to the project and if so where these lockers are located. This section is to be revised to match the plans and 4 different locker types. Specifications to clarify in addendum 2 5.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. See specifications 6. 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. Finish schedule says EQM1, engineered quartz material. Detail to be provided in Add #2. 7. We could find no reference on the drawings to details 10 & 11/A10.2 in plan sheets or on schedules. These details show a large grouted hollow metal frame at Overhead Insulated Doors at precast. There are no hollow metal frames specifically called for on the Door Schedule at the door locations we feel this could apply to. Please confirm these large HM frames are required at Doors A156.5(Exterior at Precast), A170.4 (Exterior at Precast), A160.2 (Interior at Precast) and not required at overhead sectional doors at interior masonry walls – A167.1, A170.2, and A170.5. Callout added and door schedule updates to show A170.4 and A156.5 ad HM frames. Questions received on November 16, 2023 PAGE 4 8. Detail 16/A10.2 is referenced on detail 10/A8.0 and it shows what appears to be a custom fabricated stainless corner guard. Sheet A11.1 calls for CG-1’s at this location which are specified in Section 10 26 00 Stainless Steel Corner Guards. Please clarify what is required at this location. If a custom product is desired please provide a specification or information on what gauge, stainless finish type, etc. is required for the custom units. All corner guards are to be custom otherwise noted. The CG shown on A11.1 should have been removed and shown on A2 architectural plans. – Clarification on locations in Add #2. 9. Sheet A2.4a makes reference to detail 19/A10.2 at a specific location and then calls out stainless corner guards in other locations. Detail 19/A10.2 indicates a custom fabricated stainless corner guard. Please confirm if custom fabricated corner guards are desired in this location in lieu of the products specified in Section 10 26 00 Stainless Corner Guards. If a custom product is desired please provide a specification or information on what gauge, stainless finish type, etc. is required for the custom units. The stainless section in Foodservice does not appear to call this type of location/product. Spec to be included in Addendum 2 10. Details 15 & 17/A10.2 both indicate a “stainless steel hollow metal frame”. These are referenced at entries to Rooms 106A/B, 121 and 122. There is no call out for frame type or reference to frames on Door Schedule and we could not find information on the stainless in the specifications so we are assuming these are to be custom fabricated. Please provide a specification and /or product information on what type of stainless is required here – gauge, finish, etc. The stainless section in Foodservice does not appear to call this type of location/product. Spec to be included in Addendum 2 11. On the FF&E matrix Room202 it states that Underco unter 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. Owner provided 12. On the FF&E matrix Room 170 it states (4) Large H ockey Nets are to be Contractor Supplied and Installed. Please provide a specification or product details for these or clarify if not be provided by the Contractor. B32 to provide specs and information. 13. On the FF&E matrix Room 160 it states that storag e transportation carts, moveable platform storage, steps/ramp storage, and misc. gym equipment are to be Contractor Supplied and Installed. We are unable to determine what these product are. Please provide a specification or product details for these or clarify if not be provided by the Contractor. Transportation carts and booths are Georgia Expo, plat form is “staging concepts” BOD, specs to be updated in addendum 2 14. On the FF&E matrix in Room 136 it indicates that the Skate Harness System is to be provided by both the Contractor and the City (Room 154 states by City). Please provide a specification or product details for these or clarify if not be provided by the Contractor at Room 136. Purchase by figure skating club, installed by contactor.15. On FF&E matrix in Room 116 it states that (2) unit s are to be Contractor supplied and installed although the note states “City to procure direct from vendor, take out of GC specs”. Please confirm the shelving units are not be Contractor Supplied and Installed. Revised in Addendum 2 PAGE 5 16. On the FF&E matrix Exterior Furnishings area it states that “Trash cans/storage w/cover” are to be Contractor supplied and installed. We are unable to locate these on the Landscape or civil drawings or in specifications. There is also a general note at bottom of Matrix that states that Trash Cans and AED’s by City. Please provide product information and quantities if these are to be providedby the Contractor.Civil/Landscaping said this should be owner provided, and the furniture is to be contractor provided.17. Structural Steel related questions: a.15/S5.4i. Please advise on where this detail is needed. W members are not called out in Roof Framing plans from Sheet S2.1b and S2.1c (if applicable). Area gridline 3-4; E-Fb. 7/S5.5i.Detail states that the length of the C-channel is to be 5’-9” max but the joists at the following locations are spaced further apart than that max dimension: ii. Main Team Room 132 are spaced 10’-5 ¼” apart. iii. Referee RR 146 are spaced 10’-5 ¼” apart. Detail Regarding area gridline 5-7; L7-Nc. 13/S5.5i.Please advise on extent of W10x12 shown under W10x15. 1. Is intent for W10x12 to run the full length of the curtain (~104’?) YESd.15/S5.5 & 16/S5.5i. To what extent are the Weld Details for decking to joists needed? Only at the canopy adjacent joists? Yes only to the next joiste. XX/SX.Xi.Please provide a typical beam to beam connection detail. Connections designed by fabricator, any typical plateD ouble angle connection f. Notes C8, C8a, & C9 / A3.1 i.Figure Skating Harness and Pully System that’s Mounted to the Roof Joist. 1. Please advise on if there are additional details associated with the notes that would result in additional steel members to be installed. Owner provided system Questions received on November 17, 2023 1. Ice Areana Lobby has Pt-1 somewhere on the East wall. Besides it stating it on the room finish schedule there is no way to tell where this goes. Please clarify.PLEASE SEE ARCHITECTURAL FINISH PLANS – ACCENT PAINT EXTENTS NOTED. 2. Main Lobby 101 is calling out for Pt3 on the west wall. Besides it stating it on the room finish schedule there is no way to tell where this goes. Please clarify. PLEASE SEE ARCHITECTURAL FINISH PLANS – ACCENT PAINT EXTENTS NOTED. 3. Rooms 106A and 106B call for Pt-2 on the west wall. Elevation 3/A9.0 Should be showing the elevation of the west wall at 106B and it is showing no porcelain tile. Please clarify where porcelain tile is to be located.PLEASE SEE ARCHITECTURAL FINISH PLANS – ACCENT PAINT EXTENTS NOTED. PAGE 6 4.Rooms 165 and 166. Same sort of issue as Question #3 above.PLEASE SEE ARCHITECTURAL FINISH PLANS – ACCENT PAINT EXTENTS NOTED. 5. I figured this has been caught already but the plan north arrow on all the architectural drawings is actually pointing towards plan east, not plan north.THERE IS A TRUE NORTH AND A PLAN NORTH SHOWN. 6. On page 7 of The City of Janesville Public Works Schedule “E”, the checklist at the bottom of the page says to include the complete listing of subcontractors with the bid. Please clarify if this will be required with the bid, or 24 hrs after the bid. ZAS to verify with COJ – Will be defined in Add #2 7.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. Included in Addendum 2 8. On sheet A3.1a and A3.1B it references to close overhead space above divider wall with acoustical panels. Please provide a detail of how this and the substructure for it are to be constructed as we are unable to locate or understand if it is a soffit, etc. Will be addressed in addendum 2 9. On sheet A2.3 and other elevation sheets there is a note #61 that calls for unit mounted mechanical screens. Are these screens constructed with the panels in spec 05 75 10 – Perforated Metal Panels? If so, can you provide detail on how the screens get mounted? Also, in past projects we have run into issues with the panels being mounted to the rooftop units causing warranty issues. This is due to the HVAC units not being designed to have panels mounted to them. The way we resolved this issue was to have the screens specified in division 23 (product link below) so the HVAC subs/suppliers will include it within their scope. Also, This is the product we are using at Rock Co. Jail for the same “unit mounted roof screen” function: Envisor® Industrial Rooftop Screens & Enclosures | CityScapes, Inc. (cityscapesinc.com) Specs to be updated in addendum 2, Envisor city scape, flat pan - perforated were used as basis of design. 10. Specification section 07 42 10.11 Composite Metal Hybrid (CMH) Sub-Framing System 2.1 A.1. states “Manufacturers are to be pre-submitted and approved that meet material and performance requirements with specified and validated third party testing.” Item #2 states “No post-bid substitutions permitted.” Can the architect provide a list of suppliers that have been approved already so our subcontractors know what they can bid? Also, can the “no post bid substitutions” note be removed? Will be addressed in addendum 2 PAGE 7 PAINT RELATED BIDDER QUESTIONS 1) Paint Related Questions: Civ il: In the painting spec section, I am not seeing anything on exterior painting. I include H.M. doors and frames, lintels, bollards.09 96 00 covers the following: Does that cover it? The precast is finished by the masons? See keynote e17 on exterior elevations, reference interior finish schedule for painted walls. On the interior notes: Any idea on the fire ex cabinet count? Refer to life safety sheets And any info on the exposed metal bleachers? Specification to be included in Add #2 They are usually aluminum, why paint them? These will not be painted Sheet Narrative Revisions per Disciplines (See attached Addendum #1 Drawings) Review comments on the Civil Site Plan: 1. Verify if the curb and gutter at the right in and right out from Milton Ave can remain or should be replaced as part of the project. There is concern that the curb will be damaged during construction from large trucks entering and leaving the site. The plan currently shows the curb and gutter to remain. Existing curb to remain. If damaged contractor is to replace. This is covered by note 23 of the general notes on C1.10 2. The existing sanitary lateral from the manhole near Milton Ave to the existing 24” storm crossing shall have a note to be abandoned in place. This is covered by note 13 on the demo plan 3. Clarify the plans and specifications to ensure existing utilities that are not needed as part of the project are removed within the proposed building footprint and abandoned in place outside of the building footprint. Specs currently provide the requirements for abandonment of utilities. 4. Move the two fiber handholes out of the public sidewalk by Milton Ave. Move the fiber handhole out of the sidewalk that is located near the southeast corner of the building. This comment was passed onto the electrical engineer 5. Can the proposed fiber handhole be removed south of the building near the ADA parking stalls? This comment was passed onto the electrical engineer PAGE 8 6. Show full depth asphalt and base aggregate removal and replacement for the installation of the fiber conduit. Also show the parking lot curb and gutter to be replaced where the fiber conduit crosses the curb and gutter. This will be covered with notes on the electrical site plan.7.The current plans show the two water service lines being live tapped into the existing water main at the north end of property. A tee will be a better option to tie the proposed water service lines to the existing water mains. This work will require the water to be shutoff to the mall. The contractor shall coordinate the water shutoff with the mall. Plans will be revised to indicate this. 8. The current cradle detail does not apply to this project. Use the concrete pipe support detail that was emailed to Brad S. on 11/10/2023. My recommendation is that this be noted on the plans t o have slurry placed around the sanitary pipe up to the spring line of the existing storm sewer. The detail provided is not necessary in this application and is likely to create more issues by requiring additional disturbance and around the pipe to form and construct the cradles. Note that we did revise the elevations here to create addition separation. There is now 0.77’ between the invert of the storm sewer and top of the sanitary pipe. 9. Revise the asphalt details and specifications to require tack coat between layers even if the layers are placed at the same time. This is currently noted on the asphalt details and specs.10. Add a note to the asphalt specification that states “The contractor shall coordinate daily pavingop erations with the engineer to limit the length of cold joints required. The location of cold joints shall be approved by the engineer prior to paving”. This note will be added to the plans. 11. Revise the landscape plan sheet L1.03 to remove the proposed plantings in the proposed concretene ar the bus shelter. Our landscape architect will review and adjust as needed.12. Provide a draft stormwater management agreement as described by Section 32-106 of localor dinance. A draft stormwater management agreement is attached. PAGE 9 Landscape: 1) Landscape designer update note 11 as per Site review civil comments (above) 2) The plantings have been removed from the bus stop concrete area Architectural/Interiors 1) Room #156 – Multi Use - Paired panel operable partitions pocket layout updated 2) Add Blocking to Mall Connection Detail 4/A7.1 3) Referee lockers added 4) Team room benches added See 2.1a and 2.1d, keynote 37 5) Add window shade in admin space #109 Breakroom See clouds on A3.1d, keynote 57/a 6) Over floor drain added in in-between column L.4 and L.6 and 5/5.8 7) Furring on CMU walls #A158 warming kitchen, Furring walls added to precast walls in rooms 105,109, 110, 111. See A8.1 8) Wall tag updates for Clarity of all walls A2.1a – A2.1d & Enlarged plans. 9) Restroom updates per JP Cullen Questions above. 10) Hatching adjusted on 7/A9.0 to show CMU more clearly 11) Mirrors shown on RR elevation on A9.0 12) Pedestal at bleach seating note added for clarity on 1/A5.6 and A2.2a 13) Pedestal Benches added/ clarification on Add Alt 3 team rooms, See A2.8a and A2.8b 14) Comment added to door A155.9 on door schedule for clarity on she A10.1 15) Plastic wood comment clarified on 13/A7.5 16) Coat hooks in admin cubbies changed to match what is specified see 11/A7.5 17) 7/A10.3 added 4” mullion 18) 14/A10.3 and doors 164.3 and 164.4 have been altered to have 4” vertical mullions and two 3’ doors for ADA 19) Family restroom 106 has been elevated and placed on sheet A9.0 20) Shelving shown for clarity 2/A8.7 21) Exterior HM frames on OH doors called out for clarity 22) Coping shown graphicly on 27/A7.0 23) Glazing shown graphically on 3/A6.0 24) Scupper heights clarified with keynotes on exterior elevations. 25) Manual shades added to rooms 108, 109, 110 and 111, see A3.1d 26) Notes added for clarity on A3.1c Structural 1) Refer to November 16th structural questions.Mechanical: 1) Updated specification section 25 09 93 BAS Sequence of Operations to include specific refrigeration system control points. PAGE 10 Electrical & IT: 1) EL - ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES a. n/a2) ESD1.0 - ELECTRICAL SITE PLAN – DEMOa. Electrical designer Notes 4, 5, 6 are coordinated with Civils Site plan Review comments above3) ES1.0 - ELECTRICAL SITE PLAN – NEWa. Electrical designer Notes 4, 5, 6 are coordinated with Civils Site plan Review comments above4) E1.1- FIRST FLOOR LIGHTING PLAN - OVERALLa. ADD GENERAL NOTE FOR THE OVERALL PLAN.b. ADD VIEW REFERENCE SYMBOL NEAR TO THE PARTITION PLAN MATCH LINE.c. REVISE THE SHEET NAME AND VIEW NAME TO FIRST FLOOR LIGHTING PLAN – OVERALL.5) E1.1a- FIRST FLOOR LIGHTING PLAN A – SE QUAD a. REVISE THE SHEET NAME AND VIEW NAME TO FIRST FLOOR LIGHTING PLAN A – SE QUAD.6) E1.1b- FIRST FLOOR LIGHTING PLAN B – NE QUADa. REVISE THE SHEET NAME AND VIEW NAME TO FIRST FLOOR LIGHTING PLAN B – NE QUAD.b. REVISE THE LOCATION OF “WFW” FROM ABOVE DOOR TO SIDE OF THE DOOR.c. REVISED PLAN NOTE #4.7) E1.1c- FIRST FLOOR LIGHTING PLAN C – NW QUADa. REVISE THE SHEET NAME AND VIEW NAME TO FIRST FLOOR LIGHTING PLAN C – NW QUAD.b. REVISE THE LOCATION OF “WFW” FROM ABOVE DOOR TO SIDE OF THE DOOR.c. REVISE PLAN NOTE #4.8) E1.1d- FIRST FLOOR LIGHTING PLAN D – SW QUADa. REVISE THE SHEET NAME AND VIEW NAME TO FIRST FLOOR LIGHTING PLAN D – SW QUAD. 9) E1.2- MEZZANINE LIGHTING PLAN - OVERALL a. ADD GENERAL NOTE FOR THE OVERALL PLAN.b. ADD VIEW REFERENCE SYMBOL NEAR TO THE PARTITION PLAN MATCH LINE.c. REVISE THE SHEET NAME AND VIEW NAME TO MEZZANINE LIGHTING PLAN - OVERALL. 10) E1.2a- MEZZANINE LIGHTING PLAN A – SE QUAD a. ADD LIGHTING FIXTURE “FF4” BETWEEN GRID M.4:N AND NEAR GRID 3.b. REVISE THE LIGHTING FIXTURE BETWEEN GRID G.8:H AND NEAR GRID 3. PAGE 11 c. REVISE THE SHEET NAME AND VIEW NAME TO MEZZANINE LIGHTING PLAN A – SE QUAD. 11) E1.2b- MEZZANINE LIGHTING PLAN B – NE QUAD a. REVISE THE LIGHTING FIXTURE BETWEEN GRID G.8:H AND NEAR GRID 3. b. REVISE THE SHEET NAME AND VIEW NAME TO MEZZANINE LIGHTING PLAN B – NE QUAD. 12) E1.2c- MEZZANINE LIGHTING PLAN C – NW QUAD a. REVISE THE SHEET NAME AND VIEW NAME TO MEZZANINE LIGHTING PLAN C – NW QUAD. 13) E1.2d- MEZZANINE LIGHTING PLAN D – SW QUAD a. ADD THE LIGHTING FIXTURE “FF4” BETWEEN GRID J:K AND GRID M.4:N NEAR TO GRID 5. b. REVISE THE SHEET NAME AND VIEW NAME TO MEZZANINE LIGHTING PLAN D – SW QUAD.14) E2.1- FIRST FLOOR POWER AND SYSTEMS PLAN – OVERALLa. ADD GENERAL NOTE FOR THE OVERALL PLAN.b. ADD VIEW REFERENCE SYMBOL NEAR TO THE PARTITION PLAN MATCH LINE.c. ADD LIGHTING CONTROL PANELS LCPA, LCPB, LCPC AND LCPD IN THE ELECTRICAL ROOMS. 15) E2.1a- FIRST FLOOR POWER AND SYSTEMS PLAN A– SE QUAD a. ADD “LCPA” PANEL IN ROOM ELECTRICAL (169) AND CIRCUIT IT THROUGH HL3:1. b. REVISE THE LOCATION OF P1, P3, P6, P7 MOTOR SYMBOL IN REFRIGERATION (172). c. REVISE THE RECEPTACLE TYPE TO GFCI IN WET TEAM ROOM #1 (138), WET TEAM ROOM #2(140) AND MAIN TEAM ROOM (132).d. ADD “EUH-5” TO WET TEAM RR (139) AND “EUH-6” TO VESTIBULE (171) AND CIRCUIT ITTHROUGH MP1-36 AND MP1-58,60,62 RESPECTIVELY.e. ADD “EUH-7” TO METER/RISER (179) AND “EUH-8” TO ELEC (134) AND CIRCUIT ITTHROUGH MP1-61,63,65 AND MP1-64,66,68 RESPECTIVELY. f. REVISE THE LOCATION OF QUAD OUTLET AND DATA OUTLET IN MAIN COACH (133).g. ADD HAND DRYER HD42 TO MAIN TEAM ROOM (132) AND CIRCUIT THROUGH LP3(L)-7.h. ADD FAN MOTOR SYMBOL “F-7” TO ELEC (134) AND “F-8” TO METER/RISER (179) ANDCIRCUIT IT THROUGH MP1-32 AND MP1-34 RESPECTIVELY.i. ADD TAMPER SWITCH AND FLOW SWITCH TO METER/RISER (179).j. ADD GENERAL NOTE #16.k. REVISE THE DUPLEX RECEPTACLE TO TAMPER RESISTANT RECEPTACLE IN PASSAGE (51), ICERINK CIRCULATION (135) AND PASSAGE (130).l. REVISE GENERAL NOTE #15.16) E2.1b- FIRST FLOOR POWER AND SYSTEMS PLAN B– NE QUADa. ADD “LCPC” PANEL IN ROOM ELECTRIC (157) AND CIRCUIT IT THROUGH HL1:20.b. ADD “LCPD” PANEL IN ROOM LOADING/RECEIVING/STORAGE (160) AND CIRCUIT ITTHROUGH HL4:10. PAGE 12 c. ADD “VP-01” IN MULTIPURPOSE AREA CIRCULATION (154-B) AND CIRCUIT THROUGH MP1-67.d. REVISE THE DUPLEX RECEPTACLE TO TAMPER RESISTANT RECEPTACLE IN LOBBY / LINK(155) AND MULTIPURPOSE AREA CIRCULATION (154-B).e. REVISE LOCATION OF DATA OUTLETS AND SC6 OUTLET IN MULTI-USE CONVENTION SPACE(156).f. REVISE LOCATION OF FA STROBE 110 cd NEAR TO THE DOOR IN MULTI-USE CONVENTIONSPACE (156).g. ADD DATA AND SPECIAL OUTLET AVM-1 IN MULTI-USE CONVENTION SPACE (156).h. REVISE THE LOCATION OF DATA OUTLET AND SPECIAL OUTLET SC3 IN MULTIPURPOSEAREA CIRCULATION (154-B)i. ADD DATA AND SPECIAL OUTLET PRJ-4 AND PRJ-5 IN MULTIPURPOSE AREA (154).j. ADD NOTE FOR SCREEN IN MULTIPURPOSE AREA (154).k. ADD MOTORIZED HOOP MBH-7, MBH-8, MBH-9 IN MULTIPURPOSE AREA (154). l. REVISE THE LOCATION OF QUAD OUTLET AND SPECIAL OUTLET STG-1-1 IN MULTI-USECONVENTION SPACE (156).m. ADD SPECIAL OUTLET C02-1, C02-2, C02-3, C02-4 FOR MOBILE WORKTABLE AT WARMINGROOM (159).n. ADD SPECIAL OUTLET FS21-1, FS21-2, FS21-3, FS21-4, FS21-5 HOT HOLDING CABINET ATWARMING ROOM (159).o. ADD TWO ABOVE-COUNTER RECEPTACLES AT THE EAST WALL OF WARMING ROOM (159).p. ADD SPECIAL OUTLET FS-27 FOR COFFEE GRINDER AT EAST WALL OF WARMING ROOM(159).q. REVISE THE VOLTAGE AND PHASE RATING OF FS-28 COFFEEMAKER AT EAST WALL OFWARMING ROOM (159).r. ADD TWO SPECIAL OUTLETS FOR STACKED OVEN AND ONE OUTLET FOR HOOD AT THEWEST WALL OF WARMING ROOM (159).s. REVISE THE LOCATION OF DUPLEX RECEPTACLE AT THE NORTH WALL OF WARMING ROOM(159).t. ADD SPECIAL OUTLET AVM-4 AT LOBBY/LINK (155) AS PER THE AV DRAWINGS.u. REVISE THE EQUIPMENT TAG OF THE FOOD SERVICE EQUIPMENT AS PER THE FOODSERVICE DRAWING OF WARMING ROOM (159).17) E2.1c- FIRST FLOOR POWER AND SYSTEMS PLAN C– NW QUAD a. REVISE THE DUPLEX RECEPTACLE TO TAMPER RESISTANT RECEPTACLE IN MAIN LOBBY (101), LOBBY / LINK (155) AND MULITPURPOSE AREA CIRCULATION (154-B). b. ADD MOTORIZED SHADE SPECIAL OUTLET MS-1 ON NORTH WALL OF MULTI-USECONVENTION SPACE (156).c. REVISE LOCATION OF SPECIAL OUTLET PRS-3 AND ADD DATA OUTLET NEAR THE GRID C INMULTI-USE CONVENTION SPACE (156).d. ADD MOTORIZED SHADES MS6, MS7, MS8, MS9, MS10 IN MAIN LOBBY (101).e. ADD TV OUTLETS TO THE MAIN LOBBY (101). PAGE 13 f. ADDED EUH-2 AND EUH-3 TO THE VESTIBULE (100) AND CIRCUIT THROUGH MP1-52,54,56 AND MP1-55,57,59 RESPECTIVELY.g. ADD DATA OUTLETS AND SPECIAL OUTLET AVM-2 AND AVM-3 IN LOBBY/LINK (155) ANDMULTI-PURPOSE (154) RESPECTIVELY.h. ADD DATA OUTLET IN STORAGE (104).i. ADD DUCT SMOKE DETECTOR FOR SUPPLY AND RETURN OF EQUIPMENT RTU-1 AT MAINLOBBY (101).18) E2.1d- FIRST FLOOR POWER AND SYSTEMS PLAN D– SW QUADa. REVISE THE DUPLEX RECEPTACLE TO TAMPER RESISTANT RECEPTACLE IN PASSAGE (144), PASSAGE (130), ICE RINK CIRCULATION (151) AND ICE ARENA LOBBY (117). b. REVISE THE DUPLEX RECEPTACLE TO GFCI RECEPTACLE IN TEAM ROOMS (147), (148), (149), (126), (127) AND WET TEAM ROOM-3 (125).c. REVISE GENERAL NOTE #14.d. REVISE THE TAG OF COF-2 IN BREAKROOM (109).e. ADD DUPLEX OUTLET AT DRY STORAGE (115-C).f. ADD RAPID COOK OVER FS49-1 AND 2 IN THE FOOD PREP (115-A).g. ADD HOT HOLDING CABINET FS54 AT FOOD PREP (115-A).h. ADD MENU BOARD OUTLET FS64 AT FOOD PREP (115-A).i. REVISE THE LOCATION OF EQUIPMENT FS61 AS PER THE FS DRAWING AT FOOD PREP (115-A).j. ADD COFFEE GRINDER SPECIAL OUTLET FS67 AND REVISE THE VOLTAGE AND PHASE OFFS66 COFFEEMAKER OUTLET AT FOOD PREP (115-A).k. ADD DATA OUTLET FOR POS IN CONCESSIONS (115-B) AND BEER SALE (116).l. ADD PLAN NOTE #8 AND SHOW IT IN ELECTRICAL (113).m. ADD SPECIAL OUTLET ADO-1 FOR AUTO DOOR OPENER AT ENTRY OF VESTIBULE (118).n. ADD EUH-1 AND EUH-4 EQUIPMENT AT VESTIBULE (118) AND WET TEAM RR (124)RESPECTIVELY.o. REVISE THE EQUIPMENT TAG OF THE FOOD SERVICE EQUIPMENT AS PER THE FOODSERVICE DRAWING OF FOOD PREP (115-A) AND CONCESSION (115-B).19) E2.2a- MEZZANINE POWER AND SYSTEMS PLAN A - SE QUAD a. ADD “VP-02” AND “VP-03” IN MEZZANINE (201) AND CIRCUIT THROUGH MP1-69 ANDMO1-70 RESPECTIVELY.b. ADD DATA OUTLET AT AV CLOSET 210.c. REVISE THE PLAN NOTE #1 SHEET DETAIL.d. ADD DUCT SMOKE DETECTOR FOR SUPPLY DUCT OF EQUIPMENT ERV-4 AND ERV-5 ATMEZZANINE LEVEL. 20) E2.2b- MEZZANINE POWER AND SYSTEMS PLAN B - SW QUAD PAGE 14 a. ADD DUCT SMOKE DETECTOR FOR SUPPLY DUCT OF EQUIPMENT ERV-3 AT MEZZANINELEVEL.21) E2.3- ROOF POWER AND SYSTEMS PLAN - OVERALLa. ADD GENERAL NOTE FOR THE OVERALL PLAN.b. ADD VIEW REFERENCE SYMBOL NEAR TO THE PARTITION PLAN MATCH LINE.22) E2.3a- ROOF POWER AND SYSTEMS PLAN A – SE QUAD a. REVISE THE LOCATION OF EQUIPMENT “CU1” AND RENAME IT FROM “CH1” TO “CU1”.b. REVISE THE NAME OF EQUIPMENT FROM “CU-1” TO “CU-01”.c. ADD DUCT SMOKE DETECTOR FOR SUPPLY DUCT OF EQUIPMENT DHU-1 AND ERV-6 ATROOF.23) E2.3b- ROOF POWER AND SYSTEMS PLAN B – NE QUADa. ADD SECURITY DEVICE TO THE ROOF ENTRY DOOR. b. ADD DUCT SMOKE DETECTOR FOR SUPPLY DUCT OF EQUIPMENT UNITS DHU-2, RTU-5,RTU-6 AND RTU-7 AT ROOF.24) E2.3c- ROOF POWER AND SYSTEMS PLAN C – NW QUADa. ADD DUCT SMOKE DETECTOR FOR SUPPLY DUCT OF EQUIPMENT UNITS RTU-2, RTU-3, RTU-4 AND RTU-13 AT ROOF.25) E2.3d- ROOF POWER AND SYSTEMS PLAN D – SW QUADa. REVISE THE VOLTAGE RATING AND CIRCUIT OF F-3 TO DP2-2,4,6.26) E5.0- LIGHTING SCHEDULESa. ADD CIRCUIT TO LIGHTING CONTROL PANEL LCPA, LCPB, LCPC AND LCPD.27) E5.1- ELECTRICAL SCHEDULESa. REVISE SPECIAL OUTLET FOOD SERVICE SCHEDULE AS PER THE FS DRAWING. b. ADD AVM’S AS PER THE AV DRAWINGS IN THE SPECIAL OUTLET SCHEDULE.c. REVISE THE NOTE NUMBER OF CPY 1 AND 2 IN THE SPECIAL OUTLET SCHEDULE.d. REVISE THE BREAKER SIZE, POLE AND WIRE SIZE OF D1, D2 AND D3 EQUIPMENT IN THESPECIAL OUTLET SCHEDULE.e. REVISE THE TERMINAL DESCRIPTION OF CSB1, CSB2, CSB3, CSB4, CSB5, CSB6, CSB7 ANDCSB8 IN THE SPECIAL OUTLET SCHEDULE.f. REVISE THE LOCATION DESCRIPTION OF MBH-1, MBH-2, MBH-3, MBH-4, MBH-5, MBH-6 INTHE SPECIAL OUTLET SCHEDULE.g. REVISE THE LOCATION DESCRIPTION OF SBP-1 AND SBP-2 IN THE SPECIAL OUTLETSCHEDULE.h. REVISE THE TERMINAL DESCRIPTION OF STG-1 OUTLETS IN THE SPECIAL OUTLET SCHEDULE.i. REVISE GENERAL NOTE #3. PAGE 15 28) E5.2- ELECTRICAL SCHEDULESa. REVISE THE BREAKER RATING OF EQUIPMENT AC 1B, AC 2B, AC 3B, AC 4B, AC 5B, AC 6B, AC7B IN THE MECHANICAL MOTOR WIRING SCHEDULE.b. REVISE THE NAME OF EQUIPMENT “CH1” TO “CU1” AND “CU-1” TO “CU-01” INMECHANICAL MOTOR WIRING SCHEDULE.c. ADD 8 EUH IN THE PLANS AND SHOWN IN MECHANICAL MOTOR WIRING SCHEDULE.d. ADD F-7 AND F-8 IN THE PLANS AND SHOWN IN THE MECHANICAL MOTOR WIRINGSCHEDULE.e. REVISE THE VOLTAGE OF AND PHASE OF “F-3” EQUIPMENT IN MECHANICAL MOTORWIRING SCHEDULE.f. REVISE THE PHASE OF “F-1” AND “F-5” EQUIPMENT IN MECHANICAL MOTOR WIRINGSCHEDULE.g. REVISE WIRE SIZE OF “VAV 1-7” AND “VAV 1-12” EQUIPMENT IN MECHANICAL MOTORWIRING SCHEDULE.h. ADD HP RATING TO EQUIPMENT P1, P2, P3, P4, P5, P6 AND P7 IN THE MECHANICALMOTOR WIRING SCHEDULE.i. ADD EQUIPMENT “VP-01”, “VP-02” AND “VP-03” IN MECHANICAL SPECIAL OUTLETSCHEDULE.j. REVISE THE LOAD ON MSB AND ADD “SPD” IN THE MSB.k. REVISE THE CIRCUIT DSCRIPTION OF P-6 AND CU1 IN MCC.29) E5.3- ELECTRICAL SCHEDULESa. REVISE THE LOAD OF PANELS DP3 AND CIRCUIT DESCRIPTION OF MP1. b. REVISE THE BREAKER SIZE RATING OF PANEL CIRCUIT LP2 IN DP2. c. REVISE THE BREAKER SIZE RATING OF PANEL CIRCUIT LP1 IN DP1.d. REVISE THE CIRCUIT DESCRIPTION OF LP4 AND LP6 IN DP4.e. REVISE THE LOAD OF PANEL HL1 AND HL2 AS PER THE PLAN CHANGES.30) E5.4- ELECTRICAL SCHEDULESa. REVISE THE AIC RATING OF PANEL LS1, LS2, LS3 AND LS4.b. REVISE THE AIC RATING OF PANEL LP1(R) AND CIRCUIT DESCRIPTION TO SPARES.c. REVISE THE LOAD OF HL3, HL4 AND LP1(L) AS PER THE CHANGES IN THE PLAN AND AICRATING OF LP1(L).d. ADD GFCI BREAKER TYPE TO THE CIRCUIT OF PANEL LP1(L).31) E5.5- ELECTRICAL SCHEDULESa. REVISE THE AIC RATING AND ELECTRICAL LOAD OF PANEL LP2(L), LP2(R) AND LP3(L) ANDADD GFCI BREAKER TO THE DESCRIPTION.b. REVISE THE AIC RATING AND MCB RATING OF LP3(R) AND AIC RATING OF PANEL LP5.32) E5.6- ELECTRICAL SCHEDULESa. REVISE THE PANEL “MP1” SPARES SIZE AND ADD POWER TO THE EQUIPMENT. PAGE 16 b. REVISE THE AIC RATING AND MCB RATING OF PANEL LP6.c. REVISE THE AIC RATING, MCB RATING AND MAINS TYPE OF PANEL LP4(R). ADD CIRCUIT TOTHE EQUIPMENT FOR PANEL LPF(R).d. REVISE THE AIC RATING AND BREAKER INFO TO “GFCI” IN PANEL EV.e. REVISE THE CIRCUIT OF PANEL LP4(L) PANEL AND ADD GFCI RATING.33) E6.1- ELECTRICAL DETAILSa. REVISE THE NAME OF DETAIL #4 AND DETAIL #8.b. REMOVE DETAIL #6.34) E6.2- ELECTRICAL DETAILSa. REVISE THE NAME OF DETAIL #5.35) E6.3- ELECTRICAL DETAILSa. REVISE THE TERM “BALLASTS” TO “DRIVERS” IN DETAIL #3.36) E7.5- SYSTEM DETAILS – ELEC. RM 134a. REVISE THE HEIGHT OF THE WALL CABINET (CFCI).37) E8.0- ELECTRICAL RISER DIAGRAMa. ADD GROUND SYMBOL TO THE “MSB”. b. REVISE THE WIRE SIZE OF T-2 TRANSFORMER.c. REVISE THE SIZE OF T-3 TRANSFORMER AND WIRE SIZE ACCORDINGLY.d. REVISE THE SIZE OF T-6 TRANSFORMER AND WIRE SIZE ACCORDINGLY.e. REVISE THE WIRE SIZE OF ELEVATOR-1. f. REVISE SHEET NOTE #5. Plumbing & F.P: 1) Delete dwgs P1.1, P1.3 and P4.0. 2) Insert dwgs P1.1, P1.3 and P4.0 addendum #1. See clouded changes for roof drain over flow add. 3) Delete specification section PLUMBING SPECIALTIES, SECTION 22 05 14. Insert new specification section PLUMBING SPECIALTIES, SECTION 22 05 14, see section 2.04 ROOF DRAINS, OVERFLOWS AND OVERFLOW OUTLETS, with overflow drain and overflow outlet adds. 4) Delete specification SECTION 22 30 00, PLUMBING EQUIPMENT. Add new specification SECTION 22 30 00, PLUMBING EQUIPMENT. See section 1.05 SHOP DRAWINGS, item B add clarifying all eq. tanks shall be ASME certified. See A.O.S. model letter add “(A)” indicating all HWH’s are to be ASME certified. PAGE 17 Foo d Service: 1) N/A – No updates in Add #1 Audio Visual - Acoustical: 1) N/A – No updates in Add #1 Specification 1) See attached additional specification sections provided in Addendum #1 documents. B32 Refrigeration & Dasher boards: Engineer: B32 Engineering Group, Inc. 2211 O’Neil Road Hudson, WI 54016 (651) 256-3090Issued by: Scott Hennen To: All Prospective Bidders This Addendum is prepared to supplement information presented in the Drawings and Project Manual dated October 4, 2023 for the above referenced project. All additions, changes, omissions and conditions listed herein shall become an integral part of the Contract Documents. This addendum consists of: 1 page of narrative (8.5” x 11”) 45 pages of re-issued specification (8.5” x 11”) (Specification: 13 18 11, 13 18 12 and 13 18 17) Please note the following changes / clarifications to the bid documents. CHANGES TO THE SPECIFICATIONS (Revisions are shown with red text): 1. SECTION 13 18 11 – ICE RINK GENERAL REQUIREMENTS•Delete section in its entirety. •Replace with the attached section.2. SECTION 13 18 12 – ICE RINK REFRIGERATION SYSTEM•Delete section in its entirety. •Replace with the attached section.3. SECTION 13 18 17 – ICE RINK CENTRAL CONTROL SYSTEM•Delete section in its entirety. •Replace with the attached section. ACCEPTED / REJECTED SUBSITUTION FORMS 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 17 22-1143 Woodman's Sports & Convention Center Zimmerman Architectural Studios (ZAS) Mark Natzke, Heather Wogsland 10 22 26 SINGLE PANEL OPERABLE PARTIONS Modernfold - Acoustic Seal Premier Single Panel Falkbuilt Wave Operable Walls Warranty of 10 years, lead manufacturing time is 10 weeks, Competitive price point, X X None None 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: X Lead time is 10 weeks, Modernfold can have 6 month lead time Falkbuilt offers 10 year warranty, vs Modernfold's 2 year warranaty Meso (Falkbuilt branch partner) Billing Address: 1300 N Washington Ave, Minneapolis, MN 55411 Local Address: 999 Fourier Dr #200, Madison, WI 53717 Riverbridge -Gardner Builders Riverbridge Perkins & Will 9/2023 8/2023 Unical Unical Evolution Design To be determined upon pricing application if approved 10 week lead time (not sure what Modernfold is currently, we have seen 6 months) Meso, LLC X 11/17/2023Heather 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 2.9.A Schlage CO series Sargent KP series 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 proposed product uses (4) C batteries - specified product uses (4) AA batteries X Heather Wogsland 11/17/2023 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 2.5.A, 2.6.A 2.19.A, 2.20.A, 2.22.A Ives Door Accessories and Plates Rockwood Door Accessories and Plates 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 11/17/2023Heather Wogsland X 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 2.17.A LCN 4010/4110/4020 Series Norton 7500 Series 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 11/17/2023 X 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 2.4.A Ives Continuous Hinges Pemko FM Series Continuous Hinges 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 11/17/2023 X 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 2.8.A Von Duprin 98/99 Series Exit Devices Sargent 80 Series Exit Device 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 11/17/2023Heather 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 2.23.A Zero Weatherstripping and Thresholds Pemko Weatherstripping and Thresholds 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 11/17/2023 X Heather 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 2.3.A Ives Hinges McKinney Hinges 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 11/17/2023 X Heather 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 2.11.A Schlage Magnetic Locks Securitron M680E Series Magnetic 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 11/17/2023 X Heather 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 2.21.A Glynn Johnson Overhead Stops Rixson Overhead Stops 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 11/17/2023 X Heather 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 2.13.A Schlage Power Supplies Securitron Power Supplies 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 11/17/2023 X Heather Wogsland 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 9 Zimmerman Architectural Studios, Inc. Mark Natzke and Brian Hatzung 09 65 13 2.1/A./7.Northwest Rubber - Stamina 10mm Tarkett DroZone Comfort 10.5mm Equal to Basis of Design X X No Effect No differences 09 65 66.13 Does not match Specified product: Size: 4 ft x 6 ft. (1.22 m x 1.83 m) (subject to temperature variance) Interlock for non-adhesive installation: 44.3” x 66.5” x ½” [1.13 m x 1.69m x 12mm] this product only comes in rolls 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: X Hall Koller - Pro Star Surfaces Unknown Cost Savings X Moose Sport Surfaces Ltd. De Forest High School De Forest Area School District Findorf 2021 Gen Ellyn Park District City of Glen Ellyn Glen Ellyn Park District 2022 X 11/17/2023Heather Wogsland 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: 8November Woodmans Sports & Convention Center- Janesville, WI. Equal to Basis of Design X X No affect No differences Zimmerman Architectural Studios, Inc. Mark Natzke and Brian Hatzung 09 65 13 2.1/ A/ 7.Northwest Rubber Stamina Interlocking Tarkett DropZone Comfort 14.5mm09 65 66.13 Specified product indicates interlocking squares: 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] this product only comes in rolls. 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: X Hal Koller Unknown Cost Savings X Rock Island YMCA City if Rock Island Studio 483 Architects 2022 Barrington High School Barrington Community Unit SD 220 DLR Group 2023 Moose Sport Surfaces Ltd. X 11/17/2023Heather Wogsland 11/17/2023 X Heather 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: November 14 Zimmerman Architectural Studios Mark Natzke Janesville Convention Center 0741210.11 2.1A Composite Metal Hybrid Sub Framing System Cladiator Slotted Z Cladiator is an equal product to the specification. x x NA None - See competitor comparison attached. 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 North Bergen, NJ See attached project references. x Cladiator Heather Wogsland X 11/20/2023 provide product literature that this product is compatible with spray applied insulation. 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 9 Zimmerman Architectural Studios, Inc. Mark Natzke and Brian Hatzung Woodman's Sports and Convention Center 09 65 66 2.2/A.Gerflor Taraflex Sport M Plus Tarkett Omnisports Active + Equal to Basis of Design X X No Effect No differences Specified product requires the following: 1.Overall Thickness: Not less than 10 mm. 2.Wear-Layer Thickness: Not less than 0.08 inch (2.1 mm) or 28 mil This product does not meet these requirements. 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: X Hal Koller - ProStar Surfaces X Belmont Cragin Elementary Chicago School District 29 FORMA Architecture 2022 Meadow Glens Naperville Community SD 203 N/A (Co-op project) 2022 Unknown Cost Savings Moose Sport Surfaces Ltd. X 11/17/2023Heather Wogsland 220025.05 07 13 26 - 1 Sheet MembraneWaterproofing ©Zimmerman Architectural Studios, Inc. SECTION 07 13 26 SHEET MEMBRANE WATERPROOFING PART 1 - GENERAL RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions andother Division 01 Specification Sections, apply to this Section.SUMMARY A. The work of this section includes, but is not limited to, the following:1. Rubberized asphalt sheet membrane waterproofing system.2. Prefabricated drainage composite.3. Protection board.4. Slotted plastic drainage piping.5. Clear stone aggregate.6. Geotextile filter fabric.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 systemsubmittals into multiple submittals will be responsible to arrange with Architect, prior to submittingthe submittal(s), and to compensate Architect for the extra work involvedB. Product Data: Submit manufacturer’s product data, installation instructions, use limitations andrecommendations. Include certification of data indicating VOC (Volatile Organic Compound) content ofall components of waterproofing system.C. Samples: Submit representative samples of the following for approval:1. Sheet membrane.2. Protection board.3. Prefabricated drainage composite.4. Slotted plastic drainage piping.5. Clear stone aggregate.6. Geotextile filter fabric.REFERENCE STANDARDS A. The following standards and publications are applicable to the extent referenced in the text.B. ASTM International (ASTM):1. ASTM C33 - Grading Requirements for Coarse Aggregates.2. ASTM C836 - Standard Specification for High Solids, Cold Liquid-Applied ElastomericWaterproofing Membrane for Use with Separate Wearing Course3. ASTM D412 - Standard Test Methods for Rubber Properties in Tension4. ASTM D570 - Standard Test Method for Water Absorption of Plastics PART #15 - TECHNICAL SPECIFICATIONS 220025.05 07 13 26 - 2 Sheet Membrane Waterproofing ©Zimmerman Architectural Studios, Inc. 5. ASTM D882 - Standard Test Methods for Tensile Properties of Thin Plastic Sheeting 6. ASTM D903 - Standard Test Method for Peel or Stripping Strength of Adhesive Bonds 7. ASTM D1876 - Standard Test Method for Peel Release of Adhesives (T-Peel) 8. ASTM D3767 - Standard Practice for Rubber - Measurements of Dimensions 9. ASTM D5385 - Standard Test Method for Hydrostatic Pressure Resistance of Waterproofing Membranes 10. ASTM E96 - Standard Test Methods for Water Vapor Transmission of Materials 11. ASTM E154 - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover QUALITY ASSURANCE A. Manufacturer: Sheet membrane waterproofing system shall be manufactured and marketed by a firm with a minimum of 20 years experience in the production and sales of self-adhesive sheet membrane waterproofing. Manufacturers proposed for use but not named in these specifications shall submit evidence of ability to meet all requirements specified, and include a list of projects of similar design and complexity completed within the past 5 years. B. Installer: A firm which has at least 3 years experience in work of the type required by this section. C. Materials: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. D. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. Agenda for meeting shall include review of special details and flashing. E. 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. DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in labeled packages. Store and handle in strict compliance with manufacturer’s instructions, recommendations and material safety data sheets. Protect from damage from sunlight, weather, excessive temperatures and construction operations. Remove damaged material from the site and dispose of in accordance with applicable regulations. 1. Do not double-stack pallets of membrane on the job site. Provide cover on top and all sides, allowing for adequate ventilation. 2. Protect surface conditioner from freezing. B. Sequence deliveries to avoid delays, but minimize on-site storage. PROJECT CONDITIONS A. Perform work only when existing and forecasted weather conditions are within the limits established by the manufacturer of the materials and products used. B. Proceed with installation only when substrate construction and preparation work is complete and in condition to receive sheet membrane waterproofing. 220025.05 07 13 26 - 3 Sheet Membrane Waterproofing ©Zimmerman Architectural Studios, Inc. WARRANTY A. Sheet Membrane Waterproofing: Provide written 5-year material warranty issued by the membrane manufacturer upon completion of the work. PART 2 - PRODUCTS MATERIALS A. Sheet Membrane Waterproofing System: BITUTHENE® System 4000 Membrane as manufactured by GCP Applied Technologies; a self-adhesive, cold-applied composite sheet consisting of a thickness of 1.4 mm (0.056 in.) of rubberized asphalt and 0.1 mm (0.004 in.) of cross-laminated, high density polyethylene film specially formulated for use with water-based surface conditioner. Provide rubberized asphalt membrane covered with a release sheet, which is removed during installation and no special adhesive or heat shall be required to form laps. Provide membrane with the following physical properties: PHYSICAL PROPERTIES FOR WATERPROOFING MEMBRANE: Property Test Method Typical Value Color Dark gray-black Thickness ASTM D 3767 Method A 60 mils (1.5 mm) nominal Flexibility, 180° bend over 25 mm (1 in.) mandrel at -32°C (-25°F) ASTM D 1970 Unaffected Tensile Strength, Membrane Die C ASTM D 4121 2240 kPa (325 psi) minimum Tensile Strength, Film ASTM D 8821 34.5 MPa (5,000 psi) minimum Elongation, Ultimate Failure of Rubberized Asphalt ASTM D 4121 300% minimum Crack Cycling at -32°C (-25°F), 100 Cycles ASTM C 836 Unaffected Lap Shear ASTM D 10022 89 N (20 lbs.) minimum Peel Strength ASTM D 903 1926 N/m (11 lbs/in.) minimum Puncture Resistance, Membrane ASTM E 154 222 N (50 lbs.) minimum Resistance to Hydrostatic Head ASTM D 5385 >70 m (>230 ft) of water Permeance ASTM E 96, Section 12 – Water Method <0.1 perms Water Absorption ASTM D 570 0.1% (maximum) 1. Footnotes: a. The test is run at a rate of 50 mm (2 in.) per minute. b. The test is run at a rate of 100 mm (4 in.) per minute B. Sheet Membrane Waterproofing Systems by other approved manufacturers: 1. W.R. Meadows "Mel-rol" 2. Protecto Wrap "Jiffy Seal" 3. Carlisle, "CCW Miradri 860 and 861" 4. Tamko, "TW-60" 5. Polyguard Products, Inc. "650" 220025.05 07 13 26 - 4 Sheet Membrane Waterproofing ©Zimmerman Architectural Studios, Inc. PREFABRICATED DRAINAGE COMPOSITE A. Prefabricated Drainage Composite: HYDRODUCT® 220 and/or HYDRODUCT® 660 Drainage Composite as manufactured by GCP Applied Technologies to promote positive drainage while serving as a protection course. B. Protection Board: 1. Expanded Polystyrene Protection Board: 25 mm (1 in.) thick for vertical applications with the following characteristics. Adhere to waterproofing membrane with BITUTHENE® Protection Board Adhesive. a. Normal Density: 16 kg/m3 (1.0 lb/ft3) b. Thermal Conductivity, K factor: 0.24 at 5°C (40°F), 0.26 at 24°C (75°F) c. Thermal Resistance, R-Value: 4 per 25 mm (1 in.) of thickness. 2. Asphalt Hardboard: A premolded semi-rigid protection board consisting of bitumen, mineral core and reinforcement. Provide 3 mm (0.125 in.) thick hardboard on horizontal surfaces not receiving steel reinforced slab. Where steel reinforcing bars are to be used, apply two layers of 3 mm (0.125 in.) thick hardboard or one layer of 6 mm (0.25 in.) thick hardboard. C. Waterstop: AdcorTM hydrophilic waterstop as manufactured by GCP Applied Technologies for non-moving concrete construction joints. D. Miscellaneous Materials: Cleaning products, surface conditioner, mastic, liquid membrane, tape and accessories specified or acceptable to manufacturer of sheet membrane waterproofing. PERFORATED DRAINAGE PIPING AND FITTINGS A. Pipe materials in this article have perforated walls and typically are joined with loose joints. B. Perforated PE Pipe and Fittings: 1. NPS 6 (DN 150) and Smaller: ASTM F405 or AASHTO M252, Type CP; corrugated, for coupled joints. 2. Couplings: Manufacturer's standard, band type. C. Filter Fabric (Drainage Stone Cover): Nonwoven needle-punched geotextile, manufactured for subsurface drainage, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with the following properties determined according to AASHTO M288: 1. Survivability rates a geotextile's ability to withstand installation stresses and is divided into three classes by AASHTO M288. Survivability measures grab, seam, tear, puncture, and burst strength. Survivability: Class 1. 2. AASHTO M288 bases retention of apparent opening size on percentages of backfill soils passing a No. 200 (0.075-mm) sieve. First option in first subparagraph below coordinates to less than 15 percent; second, 15 to 50 percent; and third, greater than 50 percent for Class 2 geotextiles. 3. Apparent Opening Size: No. 70 (0.212-mm) sieve, maximum. 4. AASHTO M 288 bases retention of permittivity on percentages of backfill soils passing a No. 200 (0.075-mm) sieve. First option in first subparagraph below coordinates to less than 15 percent; second, 15 to 50 percent; and third, greater than 50 percent for Class 2 geotextiles. 5. Permittivity: 0.2 per second, minimum. PART 3 - EXECUTION EXAMINATION A. The installer shall examine conditions of substrates and other conditions under which this work is to be performed and notify the contractor, in writing, of circumstances detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. 220025.05 07 13 26 - 5 Sheet Membrane Waterproofing ©Zimmerman Architectural Studios, Inc. SUBSTRATE PREPARATION A. Refer to manufacturer’s written requirements for preparation of existing substrates. Surfaces shall be structurally sound and free of voids, spalled areas, loose aggregate and sharp protrusions. B. Remove contaminants such as dirt and related from exposed surfaces in accordance with manufacturer’s written instructions. Remove dust, dirt, loose stone and debris. Use repair materials and methods which are acceptable to manufacturer of sheet membrane waterproofing. C. Cast-In-Place Concrete Substrates: 1. Do not proceed with installation until concrete has properly dried after the cleaning process. Fill old form tie rod holes with concrete and finish flush with surrounding surface. 2. Repair bugholes over 13 mm (0.5 in.) in length and 6 mm (0.25 in.) deep and finish flush with surrounding surface. 3. Remove scaling to sound, unaffected concrete and repair exposed area. 4. Grind irregular construction joints to suitable flush surface. D. Masonry Substrates: Apply waterproofing over clean concrete block with smooth trowel-cut mortar joints or parge coat. E. Related Materials: Treat joints and install flashing as recommended by waterproofing manufacturer. INSTALLATION A. Refer to manufacturer’s literature for recommendations on installation, including but not limited to, the following: 1. Apply surface conditioner at rate recommended by manufacturer. Recoat areas not waterproofed if contaminated by dust. Mask and protect adjoining exposed finish surfaces to protect those surfaces from excessive application of surface conditioner. 2. Delay application of membrane until surface conditioner is completely dry. Dry time will vary with weather conditions. 3. Seal daily terminations with troweled bead of mastic. 4. Apply protection board and related materials in accordance with manufacturer’s recommendations. B. Encase pipe with sock-style geotextile filter fabric before installing pipe. Connect sock sections with tape. CLEANING AND PROTECTION A. Protect completed membrane waterproofing from subsequent construction activities as recommended by manufacturer. PIPING INSTALLATION A. Show relationships of piping and other materials on Drawings. B. Bed piping with full bearing in filtering material. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions and other requirements indicated. 1. Foundation Subdrainage: Install piping on horizontal footing and with a minimum clear stone cover of 36 inches unless otherwise indicated. 2. Lay perforated pipe with perforations down. C. Use increasers, reducers, and couplings made for different sizes or materials of pipes and fittings being connected. Reduction of pipe size in direction of flow is prohibited. 220025.05 07 13 26 - 6 Sheet Membrane Waterproofing ©Zimmerman Architectural Studios, Inc. D. Install thermoplastic piping according to ASTM D2321. PIPE JOINT CONSTRUCTION A. Join perforated PE pipe and fittings with couplings according to ASTM D 3212 with loose banded, coupled, or push-on joints. B. Special Pipe Couplings: Join piping made of different materials and dimensions with special couplings made for this application. Use couplings that are compatible with and fit materials and dimensions of both pipes. END OF SECTION 220025.00 07 42 10.11 - 1 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. SECTION 07 42 10.11 COMPOSITE METAL HYBRID (CMH) SUB-FRAMING 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. Composite Metal Hybrid (CMH) sub-framing system with in-fill insulation integrated with metal siding exterior wall cladding. 2. Substrate: Exterior sheathing over metal stud framing. B. Related Sections: 1. Section 05 4000 – Cold-Formed Metal Framing: Metal stud substrate support framing 2. Section 06 1000 – Rough Carpentry: Exterior sheathing and wood stud substrate support framing 3. Section 07 2500 – Weather Barriers: Air, water, vapor barrier at exterior wall 4. Section 07 4616 – Metal Siding: Wall cladding system 5. Section 07 9200 – Joint Sealants: Perimeter sealant 6. Section 09 2116 – Gypsum Board Assemblies: Exterior sheathing 1.3 REFERENCE STANDARDS A. ASCE American Society of Civil Engineers (www.asce.org) 1. ASCE 7 – Minimum Design Loads for Buildings and Other Structures; 2016 with Supplements and Errata 2. ASCE – Structural Plastics Design Manual B. ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers (www.ashrae.org) 1. ASHRAE 90.1 – Energy Standard for Buildings Except Low-Rise Residential Buildings; 2019 2. ASHRAE 189.1 – Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings; 2017 C. ASTM International (American Society for Testing and Materials; www.astm.org) 1. ASTM A653/A653M – Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015 2. ASTM C518 – Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus; 2015 3. ASTM C553 - Standard Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications; 2013 4. ASTM C612 - Standard Specification for Mineral Fiber Block and Board Thermal Insulation; 2014 5. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw- Attached Gypsum Panel Products; 2015 6. ASTM C1177/C1177M – Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2013 7. ASTM C1363 - Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus; 2011 8. ASTM C1396/C1396M – Standard Specification for Gypsum Board; 2014a 9. ASTM D256 - Standard Test Methods for Determining the Izod Pendulum Impact Resistance of Plastics; 2010e1 220025.00 07 42 10.11 - 2 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. 10. ASTM D570 – Standard Test Method for Water Absorption of Plastics; 2010e1 11. ASTM D635 – Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position; 2014 12. ASTM D638 – Standard Test Method for Tensile Properties of Plastics; 2014 13. ASTM D696 - Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between minus 30 degrees C and 30 degrees C with a Vitreous Silica Dilatometer; 2008e1 14. ASTM D695 – Standard Test Method for Compressive Properties of Rigid Plastics; 2015 15. ASTM D790 – Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials; 2010 16. ASTM D792 – Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement; 2013 17. ASTM D2583 - Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor; 2013a 18. ASTM D2842 - Standard Test Method for Water Absorption of Rigid Cellular Plastics; 2012 19. ASTM D4385 - Standard Practice for Classifying Visual Defects in Thermosetting Reinforced Plastic Pultruded Products; 2013 20. ASTM E84 – Standard Test Method for Surface Burning Characteristics of Building Materials; 2015a 21. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2015 22. ASTM E283 - Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen; 04(2012) 23. ASTM E2178 - Standard Test Method for Air Permeance of Building Materials; 2013 D. IBC – International Building Code (International Code Council); 2018 E. IECC – International Energy Conservation Code; 2018 F. IgCC – International Green Construction Code; 2018 G. NFPA – National Fire Protection Association (www.nfpa.org) 1. NFPA 285 – Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components; 2015 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination: Coordinate construction of wall cladding support system over substrate indicated for proper drainage, flashing, trim, back-up support, soffits, and other related Work. 1. Review and finalize construction schedule. 2. Verify availability of materials, installer's personnel, equipment, and facilities needed to maintain schedule. 3. Review means and methods related to installation, including manufacturer's written instructions. 4. Examine support conditions for compliance with requirements, including alignment and attachment to structural support system. 5. Review flashings, wall cladding details, wall penetrations, drainage plane, openings, and condition of other construction that affects this Work. 6. Review temporary protection requirements for during and after installation of this Work 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with at least ten years of documented experience. 1. Engineering Review: Manufacturer to provide Technical Engineering Report (TER) based on CMH and cladding system design. 2. Code Conformance: CMH sub-framing system to have been evaluated by IAPMO Uniform Evaluation Service and found satisfactory for compliance with 2018 International Building Code. 220025.00 07 42 10.11 - 3 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. B. Installer: Company specializing in performing work of this section and the following: 1. Install system in strict compliance with manufacturer’s installation instructions. 2. Have not less than three years of documented experience. 3. Factory trained and approved by CMH sub-framing system manufacturer. C. Design Engineer's Qualifications: Design structural supports and anchorages under direct supervision of a licensed Structural Engineer experienced in design for this type of Work and licensed in State that Project is located. Engineering information provided shall be signed and verified by licensed Structural Engineer. D. Environmental: CMH sub-framing system to follow the below guidelines: 1. CMH sub-framing system to be registered as red list chemical free with the Living Building Challenge and Declare label. 2. The components shall be certified to be halogen/bromine free. 3. CMH sub-framing composite member shall utilize a minimum of 25% post-consumer recycled material content. 4. Environmental Product Declaration: CMH Manufacturer shall provide a product specific EPD Type III report in accordance with EN 15804 and ISO 14025. E. 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. See Division 01 – Administrative Requirements, for submittal procedures. B. 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 C. Product Data: Submit for each type of product indicated; include construction details, material descriptions, dimensions of individual components and profiles, and accessories as necessary for complete fully functioning and assembled system. 1. Continuous insulation support system attachment methods and required fasteners 2. Wall-mounted items including doors, windows, louvers, and lighting fixtures 3. Wall penetrations including pipes, electrical fixtures, and any other utilities D. Test and Inspection Reports: Submit test and inspection reports on each type of wall cladding/veneer system based on evaluation of comprehensive tests performed by nationally recognized testing agency. E. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to site in manufacturer’s original unopened containers and packaging with labels clearly identifying product name and manufacturer. B. Deliver components and other manufactured items or accessories without damage or deformation. C. Storage: Store materials in clean, dry, and level interior areas or outdoor areas for limited duration in accordance with manufacturer’s written instructions. 220025.00 07 42 10.11 - 4 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. D. Protect components and auxiliary accessories during transportation, handling, and installation from moisture, excessive temperatures and other construction operations in accordance with manufacturer’s written instructions. E. Handle components in strict compliance with manufacturer’s written instructions and recommendations, and in a manner to prevent bending, warping, twisting, and surface, edge or corner damage. 1.8 SITE CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of this Work in accordance with manufacturer's written installation instructions and warranty requirements. 1.9 WARRANTY A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B. CMH Sub-Framing System Warranty: Provide written warranty by manufacturer agreeing to correct defects in manufacturing within a five year period after Date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Approved Manufacturers: Advanced Architectural Products (A2P): SMARTci 1-in-1 System, 959 Industrial Drive, Allegan, Michigan 49010, Phone: (269) 355-1818; Fax: (866) 858-5568; Website: www.smartcisystems.com B. Substitutions to be pre-submitted and approved that meet material and performance requirements with specified and validated third party testing. 2.2 DESCRIPTION A. Attach CMH sub-framing system components to exterior sheathing over metal stud framing. 1. Refer to Section 05 4000 for metal stud framing. B. Install CMH sub-framing system components horizontally or vertically on framed sheathing substrate system as indicated on drawings in compliance with specified requirements. C. Install CMH sub-framing system components horizontally or vertically on masonry or concrete substrate system as indicated on drawings in compliance with specified requirements. 2.3 PERFORMANCE REQUIREMENTS A. Structural: Provide system tested in accordance with ASTM E330/E330M and certified to be without permanent deformation or failure of structural members in accordance with design wind velocities for project geographic location and probability of occurrence based on data from wind velocity maps provided in ASCE 7 and as approved by authorities having jurisdiction (AHJ). 1. Provide finite element analysis (FEA) to model and evaluate areas of the longest composite girt cantilever span possible between intermediate framing members/attachment. a. FEA shall include max dead load and wind load conditions b. FEA shall include point loads representative of fastener locations 220025.00 07 42 10.11 - 5 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. c. Maximum directional stresses in model shall have a safety factor of 4 or greater. d. Stresses shall be indicated and analyzed in 3 directions. e. FEA shall accurately replicate the wall system and physical loading dynamics. f. Report shall be furnished with the submittal. g. FEA shall be approved by a licensed PE. 2. Butt joints (non-interlocking joints) of adjacent girts shall be installed on a minimum surface width of 3” or double stud condition to accommodate proper fastener margins to composite. B. System Thermal Design: Ensure installed insulation and CMH sub-framing system, rough opening trim, sub- framing, clips and cladding attachment does not have thermal bridging of fasteners or framing that creates a continuous metal path from exterior surface of insulation to interior face of insulation. 1. System thermal design shall meet or exceed thermal design requirements in compliance with ASHRAE 90.1 and IECC energy code. 2. Thermal Resistance: Wall assembly R Value of 18. 3. Thermal Performance Test: Provide thermal resistance (R-value) indicated, in compliance with ASTM C1363, corrected to 15 mph outside and still air inside, with installed condition including fastening and joints. a. Provide efficiency of no less than 93 to 98 percent, with a maximum temperature differential of 18 degrees F from interior wall surface to interior wall cavity and node locations with a 70 degrees F exterior to interior wall temperature delta. b. Provide test unit with at least one insulation panel horizontal and vertical joint length and height of test chamber area. c. Provide finite element analysis of three-dimensional simulation of described wall assembly sealed by a professional engineer in compliance with code performance requirements and exceeding it by at least 3 percent. C. Temperature: Comply with structural loading requirements within a temperature range of minus 55 degrees Fahrenheit to 190 degrees F. 1. Submit the following tests at the high value (at least 180 degrees F) of the temperature range: a. Fastener pullout b. Tensile Strength 1) Crosswise (CW) 2) Lengthwise (LW) c. Modulus of Elasticity 1) Crosswise (CW) 2) Lengthwise (LW) d. Engineering calculations that include the following: 1) Point load calculations of the cladding attachment to the sub-framing a) Uniform loading not allowed. 2) Include Live and Dead Load simultaneously modeled. 3) Deflection meeting specified criteria. 2. Performance criteria from high end of the service range to meet the minimum specified properties. 3. Test reports must include data at high end elevated temperatures (at least 180 degrees Fahrenheit) – if not included, submittal is not approved. D. Fire-Test-Response Characteristics: Provide composite metal hybrid (CMH) sub-framing support system with fire-test results indicated as determined by test standard indicated and applied by UL or other testing and inspection agency acceptable to authorities having jurisdiction. 1. Surface Burning Characteristics: In compliance with ASTM E84, for foam insulation, composite metal hybrid and interior surfaces are as follows: a. Flame Spread Index (FSI): 25 or less. b. Smoke Developed Index (SDI): 450 or less. 2. Intermediate Scale Multistory Fire Test: Comply with NFPA 285 and/or IBC acceptance criteria for wall height above grade and fire separation distances, when wall type and other noted conditions require such testing or compliance with requirements as indicated. 220025.00 07 42 10.11 - 6 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. 2.4 COMPOSITE METAL HYBRID (CMH) SUB-FRAMING SYSTEM A. CMH System: Provide CMH system consisting of polyester resin matrix with recycled materials, fire retardant additives and reinforced with integral continuous metal inserts the length of profile at all fastening locations. Reinforce CMH sub-framing systems with glass strand rovings used internally for longitudinal (lengthwise) strength and continuous strand glass mats or stitched reinforcements used internally for transverse (crosswise) strength. 1. Depth of Girt: 2 inch and 3 inch deep, as indicated on drawings. 2. On Center Spacing: 16 inch, as indicated on drawings. 3. Orientation: As indicated on drawings. 4. Provide continuous non-corrosive steel insert for engagement of fasteners, at least 16 gauge thick with G90 galvanized coating designation in compliance with ASTM A653/A653M. a. Fully engage and secure steel insert with adjacent CMH at ends, allowing for thermal expansion. b. Anchor sub-girts and other wall cladding support accessories to steel insert set into and part of CMH. 5. Provide integral compression seal in CMH sections to ensure insulation panel will not dislodge. 6. Provide integral anti-siphon grooves on exterior and interior flanges of CMH. 7. Provide force distribution zones integrally designed into profile of CMH. 8. Thermal Transmission: CMH system design should limit rate of heat flow crosswise through the profile section to less than watts indicated in table below per 8’ length in profile and temperature delta of 100 degrees Fahrenheit. Rate of heat flow to be determined in accordance with ASTM C1045-01, validated by a third party. REFERENCE CHART Profile Depth Rate of heat flow (watts) 1.5” 2.380W 2” 1.785W 2.5” 1.428W 3” 1.190W 3.5” 1.020W 4” 0.892W 4.5” 0.793W 5” 0.714W 5.5” 0.649W 6” 0.595W 9. Surface Burning Characteristics: a. Flame Spread Index (FSI): 25 or less, when tested in accordance with ASTM E84. b. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84. 10. Self-Extinguishing: Comply with ASTM D635. 11. Profile Visual Requirements: Per ASTM D4385. 12. Mechanical Strength Requirements: Provide CMH system in compliance with the performance loading criteria and specified safety factors to meet the below requirements: Longitudinal: Evaluation Method Minimum Longitudinal Modulus of Elasticity ASTM D638 29,000,000 psi Tensile Strength ASTM D638 50,000 psi Compressive Strength ASTM D6641 50,000 psi Flexural Stress ASTM D790 50,000 psi 220025.00 07 42 10.11 - 7 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. Crosswise: Evaluation Method Minimum CrosswiseModulus of Elasticity ASTM D638 3,300,000 psi Tensile Strength ASTM D638 40,000 psi Compressive Strength ASTM 6641 30,000 psi Flexural Stress ASTM D790 40,000 psi 13. Barcol Hardness: 45, in accordance with ASTM D2583. 14. Water Absorption: Less than 0.46 percent by weight, within 24 hours, tested in accordance with ASTM D570. 15. Density: Within range of 0.062 to 0.070 lbs./cubic inch, in accordance with ASTM D792. 16. Lengthwise Coefficient of Thermal Expansion: 7.0 x 10ˉ6 inch/inch/degrees F, in accordance with ASTM D696. 17. Notched Izod Impact, Lengthwise: 160 ft lbs./inch, in accordance with ASTM D256 within temperature range indicated. 18. Notched Izod Impact, Crosswise: 100 ft lbs./inch, in accordance with ASTM D256 within temperature range indicated. 2.5 INSULATION A. Mineral Fiber Board Insulation: Rigid or semi-rigid mineral fiber, ASTM C612 or ASTM C553. 1. Unfaced - Flame Spread Index: Zero (0) when tested in accordance with ASTM E84. 2. Smoke Developed Index: Zero (0), when tested in accordance with ASTM E84. 3. Board Size: 16 by 48 inches. 4. Board Thickness: 2 inch and 3 inch, as indicated on drawings 5. Thermal Resistance: R-Value of 6 at 75 degrees F, minimum, when tested according to ASTM C518. B. Sprayed Polyurethane Foam (SPF) Insulation: Medium-density, rigid or semi-rigid, open or closed cell polyurethane foam; foamed on-site, using blowing agent of water or non-ozone-depleting gas. 1. Conform to applicable code requirements for flame and smoke limitations. 2. Thickness: 2 inch and 3 inch, as indicated on drawings. 3. Thermal Resistance: R-Value of 5, minimum, when tested at 1 inch thickness in accordance with ASTM C518. 4. Water Vapor Permeance: Maximum of 2 perms, tested at intended thickness in accordance with ASTM E96/E96M, desiccant method. 5. Air Permeance: Maximum of 0.004 cfm/sq ft, tested at intended thickness in accordance with ASTM E2178 or ASTM E283 at 1.5 psf. 6. Water Absorption: Maximum of 2 percent by volume, tested in accordance with ASTM D2842. 7. Surface Burning Characteristics: Maximum flame spread index/smoke developed index of 25/450, tested in accordance with ASTM E84. 2.6 COMPOSITE MATERIAL TRIM FOR OPENINGS A. Composite Trim; Provide nonstructural composite trim at rough openings to properly transition CI system. 1. Use trim angles and accessories sized to enclose CI system to provide thermally broken transition from opaque wall assemblies. 2. Use sealant and tapes as required to transition vapor barrier from substrate onto trim. 3. Trim to provide 90 degree transition of continuous insulated substrate for vapor barrier and exterior flashings. 4. Trim to be covered by exterior panel construction and flashings. 5. Mechanical Strength Requirements: Provide FRP in compliance with the performance loading criteria and specified safety factors to meet the below requirements: 220025.00 07 42 10.11 - 8 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. Longitudinal: Evaluation Method Minimum Longitudinal Modulus of Elasticity ASTM D638 2,500,000 psi Tensile Strength ASTM D638 33,000 psi Compressive Strength ASTM 6641 30,000 psi Flexural Stress ASTM D790 25,000 psi Crosswise: Evaluation Method Minimum Crosswise Modulus of Elasticity ASTM D638 2,500,000 psi Tensile Strength ASTM D638 33,000 psi Compressive Strength ASTM 6641 30,000 psi Flexural Stress ASTM D790 30,000 psi 6. Surface Burning Characteristics: a. Flame Spread Index (FSI): 25 or less, when tested in accordance with ASTM E84. b. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84. 7. Comply with fire-resistance requirements, as indicated on drawings, and as part of an exterior non-load- bearing exterior wall assembly when tested in accordance with NFPA 285. 8. Water Absorption: Less than 0.46 percent by weight, within 24 hours, tested in accordance with ASTM D570. 2.7 CONTINUOUS INSULATION SYSTEM ASSEMBLY A. Assemble CMH sub-framing system using manufacturer’s standard procedures and processes identical to tested units and as necessary to comply with performance requirements indicated. 1. Comply with CMH sub-framing system and dimensional and structural requirements as indicated on drawings. 2. Erect CMH sub-framing system in established sequence in accordance with manufacturer’s standard installation procedures. 3. Provide spray foam sealant on backside of cantilevered fasteners that completely puncture insulation layer. 4. Provide uninterrupted, monolithic drainage plane as required per project details. 2.8 ACCESSORIES A. Provide accessories necessary for complete CMH sub-framing system including metal closure trim transition angle strapping tie-in brackets and similar items. B. Fasteners: Corrosion-resistant, self-tapping and self-drilling screws, bolts, nuts, and other fasteners as recommended by CMH sub-framing system manufacturer for CMH material and project application. 1. Cladding to CMH: Use standard self-tapping metal screws. 2. CMH to Metal Stud Wall Framing: Use standard self-tapping metal screws. 3. CMH to Concrete/CMU: Use standard masonry or concrete screw anchors in predrilled hole. 4. CMH to Wood Framing: Use standard wood screw anchors. 5. DO NOT USE powder, air, or gas actuated fasteners or actuated fastener tools. DO NOT USE impact wrenches when fastening to or from the CMH. 6. CMH attachments to follow guidelines of ASCE Structural Plastics Design Manual: Ratio of distance to fastener diameter Minimum Distance Allowable Edge distance- end 3.0 Edge distance- side 2.0 220025.00 07 42 10.11 - 9 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. C. Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I. 1. Refer to drawings for thickness and Section 06 1000 for additional requirements. D. Wall Sheathing: Gypsum board, complying with requirements of ASTM C1396/C1396M for gypsum sheathing, V-shaped long edges, Type X fire-resistant. 1. Refer to drawings for thickness and Section 09 2116 for additional requirements. E. Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, square long edges, Type X fire-resistant. 1. Refer to drawings for thickness and Section 09 2116 for additional requirements. F. Weather Resistant Barrier (WRB): Refer to Section 07 2500 for requirements. G. Sealants: Refer to Section 07 9200 for sealant information. H. Closure and Transition Accessories: Use metal angles and flat stock per standard system details PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas of this work, and project conditions with installer present for compliance with requirements for installation tolerances, substrates, CMH sub-framing system conditions, and other conditions affecting performance of this Work. B. Examine structural wall framing to ensure that angles, channels, studs, and other structural support members have been installed within alignment tolerances required by CMH sub-framing system manufacturer. C. Examine rough-in for components and systems penetrating CMH sub-framing system to coordinate actual locations of penetrations relative to CMH sub-framing systems joint locations prior to installation. D. Verify that mechanical and electrical services for exterior walls have been installed and tested and, if appropriate, verify that adjacent materials and finishes are dry and ready to receive insulation. E. Proceed with installation only after wall substrate surfaces have been properly prepared and unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using methods recommended by CMH manufacturer for achieving best result for substrate under project conditions. C. Prepare sub-framing, base angles, sills, furring, and other CMH sub-framing system members and provide anchorage in accordance with ASTM C754 for substrate type and wall cladding type in accordance with manufacturer’s installation instructions. 220025.00 07 42 10.11 - 10 Composite Metal Hybrid (CMH) Sub-Framing System ©Zimmerman Architectural Studios, Inc. 3.3 INSTALLATION A. Install CMH sub-framing system in accordance with manufacturer's installation instructions. B. Install CMH sub-framing system to meet requirements of ASCE Structural Plastics Design Manual. C. Install system to fill-in exterior spaces without gaps or voids, and do not compress insulation panels. D. Trim insulation neatly to fit spaces and insulate miscellaneous gaps and voids. E. Fit insulation tight in spaces and tight to exterior side of Mechanical/Electrical services within plane of insulation. F. Exposed insulation must be protected from open flame. G. Exterior wall insulation is not intended to be left exposed for extended periods of time without adequate protection. H. Install CMH sub-framing system in compliance with system orientation, sizes, and locations as indicated on drawings. 3.4 TOLERANCES A. Shim and align CMH sub-framing system within installed tolerances of 1/4 inch in 20 feet, non-cumulative, level, plumb, and on location lines as indicated. 3.5 PROTECTION A. Protect installed products from damage until Date of Substantial Completion. B. Ensure that insulation panels are not exposed to moisture. 1. Remove wet insulation panels or allow them to completely dry prior to installation of CMH sub-framing system. C. Replace damaged insulation prior to Date of Substantial Completion. END OF SECTION 220025.00 10 22 26 - 1 Paired Panel Operable Partitions ©Zimmerman Architectural Studios, Inc. SECTION 10 22 26 PAIRED PANEL OPERABLE PARTITIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General and Special Provisions of the Contract, including Attachments, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Manually operated, paired panel operable partitions. B. Related Sections: 1. Division 03 Sections for concrete tolerances required. 2. Division 05 Sections for primary structural support, including pre-punching of support members by structural steel supplier per operable partition supplier’s template. 3. Division 06 Sections for wood framing and supports, and all blocking at head and jambs as required. 4. Division 09 Sections for wall and ceiling framing at head and jambs. 1.3 REFERENCE STANDARDS A. ASTM International: 1. ASTM C1036 - Standard Specification for Flat Glass. 2. ASTM C1048 - Heat-Treated Flat Glass—Kind HS, Kind FT Coated and Uncoated Glass. 3. ASTM E84 - Surface Burning Characteristics of Building Materials. 4. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements. 5. ASTM E413 - Classification for Rating Sound Insulation 6. ASTM E557 Standard Practice for Architectural Application and Installation of Operable Partitions. B. Health Product Declaration Collaborative: 1. Health Product Declaration Open Standard v2.1. C. International Standards Organization: 1. ISO 14021 - Environmental Labels and Declarations - Self-Declared Environmental Claims (Type II Environmental Labeling). 2. ISO 14025:2011-10, Environmental Labels and Declarations - Type III Environmental Declarations - Principles and Procedures. 3. ISO 14040:2009-11, Environmental Management - Life Cycle Assessment - Principles and Framework. 4. ISO 14044:2006-10, Environmental Management - Life Cycle Assessment - Requirements and Guidelines. 5. ISO 21930 – Sustainability in Buildings and Civil Engineering Works — Core Rules for Environmental Product Declarations of Construction Products and Services. D. Other Standards: 1. ADA – Americans with Disabilities Act. 2. ANSI Z97.1 - Safety Glazing Materials Used in Buildings. 3. CPSC 16 CFR 1201 - Safety Standard for Architectural Glazing Materials. 4. NEMA LD3 - High Pressure Decorative Laminates 220025.00 10 22 26 - 2 Paired Panel Operable Partitions ©Zimmerman Architectural Studios, Inc. E. Quality Standard for Vinyl Coated Fabric Wall Coverings. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who is certified by the operable partition manufacturer, as qualified to install the manufacturer’s partition systems for work similar in material, design, and extent to that indicated for this Project. B. Acoustical Performance: Test operable partitions in an independent acoustical laboratory in accordance with ASTM E90 test procedure and classified in accordance with ASTM E413 to attain no less than the STC rating specified. Provide a complete and unedited written test report by the testing laboratory upon request. C. Preparation of the opening shall conform to the criteria set forth per ASTM E557 Standard Practice for Architectural Application and Installation of Operable Partitions. D. The operable wall must be manufactured by a certified ISO-9001-2015 company or an equivalent quality control system. E. 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. 1.5 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: Material descriptions, construction details, finishes, installation details, and operating instructions for each type of operable partition, component, and accessory specified. 2. Shop Drawings: Show location and extent of operable partitions. Include plans, elevations, sections, details, attachments to other construction, and accessories. Indicate dimensions, weights, conditions at openings, and at storage areas, and required installation, storage, and operating clearances. Indicate location and installation requirements for hardware and track, including floor tolerances required and direction of travel. Indicate blocking to be provided by others. 3. Setting Drawings: Show imbedded items and cutouts required in other work, including support beam punching template. 4. Samples: Color samples demonstrating full range of finishes available by architect. Verification samples will be available in same thickness and material indicated for the work. 5. Reports: Provide a complete and unedited written sound test report indicating test specimen matches product as submitted. 6. Create spaces that are healthy for occupants. a. Furnish products and materials with Health Product Declaration (HPD), Manufacturer Inventory, or other material health disclosure documentation. Products without an HPD or other disclosure documentation are not acceptable. 7. Furnish materials that generate the least amount of pollution. a. Furnish products and materials that have third party verified environmental product declarations (EPD’s). Consider products and materials that have optimized environmental performance (reduced life cycle impacts). Products without an EPD or other disclosure documentation are not acceptable. 220025.00 10 22 26 - 3 Paired Panel Operable Partitions ©Zimmerman Architectural Studios, Inc. 1.6 DELIVERY, STORAGE AND HANDLING A. Clearly mark packages and panels with numbering systems used on Shop Drawings. Do not use permanent markings on panels. B. Protect panels during delivery, storage, and handling to comply with manufacturer’s direction and as required to prevent damage. 1.7 WARRANTY A. Provide written warranty by manufacturer of operable partitions agreeing to repair or replace any components with manufacturing defects. B. Partition Warranty period: 1. Meeting Room Partition - Two (2) years. 2. Convention Center Partitions – Three (3) years. C. Suspension System Warranty: 1. Meeting Room Partition: Five (5) years. 2. Convention Center Partitions: Twenty (20) years. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design Manufacturer: Modernfold, Inc., 215 West New Road, Greenfield, Indiana 46140, phone: (800) 869-9685, www.modernfold.com B. Other manufacturers as Approved by the Architect. 2.2 OPERATION A. Partition Type: 1. Meeting Room Partition: Acousti-Seal Premier - Paired Panel: Series of paired flat panels hinged together in pairs, manually operated, top supported with operable floor seals. a. One (1) required. 2. Convention Center Partition: Acousti-Seal Encore - Paired Panel: Series of paired flat panels hinged together in pairs, manually operated, top supported with operable floor seals and automatic top seals. a. Two (2) Required. B. Final Closure: 1. Meeting Room Partition: Horizontally expanding panel edge with removable crank. 2. Convention Center Partitions: Horizontally expanding panel edge with removable crank. 2.3 PANEL CONSTRUCTION A. Panel Construction: 1. Meeting Room Partition: Nominal 3-inch (76mm) thick panels in manufacturer's standard 48-inch (1220mm) widths. All panel horizontal and vertical framing members fabricated from minimum 18-gage formed steel with overlapped and welded corners for rigidity. The top channel is reinforced to support suspension system components. Frame is designed so that full vertical edges of panels are of formed steel and provide concealed protection of the edges of the panel skin. 220025.00 10 22 26 - 4 Paired Panel Operable Partitions ©Zimmerman Architectural Studios, Inc. 2. Convention Center Partitions: Nominal 4.25-inch (108mm) thick panels in manufacturer's standard 51-inch (1295mm) widths. All panel horizontal and vertical framing members fabricated from minimum 16-gage formed steel with overlapped and welded corners for rigidity. The top channel is reinforced to support suspension system components. Frame is designed so that full vertical edges of panels are of formed steel and provide concealed protection of the edges of the panel skin. B. Panel skin shall be: 1. Meeting Room Partition: 0.50-inch (13mm) tackable 100% recycled gypsum board, class "A" rated single material or composite layers continuously bonded to panel frame. Acoustical ratings of panels with this construction minimum: a. 50 STC 2. Convention Center Partitions: Roll-formed steel wrapping around panel edge. Panel skins shall be lock formed and welded directly to the frame for unitized construction. Acoustical ratings of panels with this construction minimum: a. 52 STC C. Hinges for Panels, Closure Panels, Pass Doors, and Pocket Doors shall be: 1. Meeting Room Partition: Full leaf butt hinges, attached directly to the panel frame with welded hinge anchor plates within panel to further support hinge mounting to frame. Lifetime warranty on hinges. Hinges mounted into panel edge or vertical astragal are not acceptable. 2. Convention Center Partitions: Full leaf butt hinges, attached directly to the panel frame with welded hinge anchor plates within panel to further support hinge mounting to frame. Lifetime warranty on hinges. Hinges mounted into panel edge or vertical astragal are not acceptable. D. Panel Trim: No vertical trim required or allowed on edges of panels; minimal groove appearance at panel joints. E. Panel Weights: 1. Meeting Room Partition: 50 STC - 8 lbs./square foot 2. Convention Center Partitions: 52 STC - 8.2 lbs./square foot 2.4 PANEL FINISH A. Panel face finish shall be factory applied, Class "A" rated material. Finish shall be: 1. Meeting Room Partition: Reinforced vinyl with woven backing weighing not less than 20 ounces (567 grams) per lineal yard. 2. Convention Center Partitions: Reinforced vinyl with woven backing weighing not less than 20 ounces (567 grams) per lineal yard. B. Panel Trim: Exposed panel trim of one consistent color. 1. As selected by the Architect. 2.5 SOUND SEALS A. Vertical Interlocking Sound Seals between panels: 1. Meeting Room Partition: Roll-formed steel astragals, with reversible tongue and groove configuration in each panel edge for universal panel operation. Rigid plastic or aluminum astragals or astragals in only one panel edge are not acceptable. 2. Convention Center Partitions: Vertical Interlocking Sound Seals between panels: Aluminum astragals, with tongue and groove configuration in each panel edge. Rigid plastic astragals are not acceptable. B. Horizontal Top Seals: 1. Meeting Room Partition: Continuous contact extruded vinyl bulb shape with pairs of non- contacting vinyl fingers to prevent distortion without the need for mechanically operated parts. 2. Convention Center Partitions: Horizontal Top Seals shall be Modernfold SureSet™ automatic operable top seals, manually operated top seals not required or permitted. 220025.00 10 22 26 - 5 Paired Panel Operable Partitions ©Zimmerman Architectural Studios, Inc. C. Horizontal bottom floor seals shall be: 1. Meeting Room Partition: Modernfold SM2 Bottom Seal. Manually activated seals providing nominal 2" (51mm) operating clearance with an operating range of + 0.50" (13mm) to -1.50" (38mm). Seal shall be operable from panel edge or face. Extended seal shall exert nominal 120 pounds (54 kg) downward force to the floor throughout operating range. 2. Convention Center Partitions: Modernfold SM4 Bottom Seal. Manually activated seals providing nominal 4" (102mm) operating clearance with an operating range of + 0.50" (13mm) to -3.50" (89mm). Seal shall be operable from panel edge or face. Extended seal shall exert nominal 120 pounds (54 kg) downward force to the floor throughout operating range. 2.6 SUSPENSION SYSTEM A. Meeting Room Partition: #17 Suspension System 1. Suspension Tracks: Minimum 11-gauge, 0.12-inch (3.04mm) roll-formed steel track, suitable for either direct mounting to a wood header or supported by adjustable steel hanger brackets, supporting the load-bearing surface of the track, connected to structural support by pairs of 0.38- inch (10mm) diameter threaded rods. Aluminum track is not acceptable. a. Exposed track soffit: Steel, integral to track, and pre-painted off-white. 2. Carriers: One all-steel trolley with steel-tired ball bearing wheels per panel (except hinged panels). Non-steel tires are not acceptable. B. Convention Center Partitions: #14 Suspension System 1. Suspension Tracks: Minimum 7-gauge, 0.18-inch (4.57mm) roll formed steel. Static loading of track with brackets at 48-inch (1220mm) centers shall show no failure of track or brackets at 5,000 pounds (2550kg) point loading at mid-span. Track shall be supported by adjustable steel hanger brackets connected to structural support pairs of 0.50-inch (13mm) diameter threaded rods. Brackets must support the load bearing surface of the track. a. Exposed track soffit: Steel, removable for service and maintenance, attached to track bracket without exposed fasteners, and pre-painted off-white. 2. Carriers: One all-steel trolley with steel-tired ball bearing wheels per panel (except hinged panels). Non-steel tires are not acceptable. 2.7 OPTIONS A. Available accessories/options: 1. Meeting Room Partition: Pocket Doors: Acousti-Seal Pocket Doors by Modernfold, Inc., with same construction, finish, and appearance as the adjacent panels. a. Premier pocket door. 2. Convention Center Partitions: Pocket Doors: Acousti-Seal Pocket Doors by Modernfold, Inc., with same construction, finish, and appearance as the adjacent panels. a. Pocket Door configuration shall be manually operated: Type II double door hinged to a jamb on each side and closing in the center. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Comply with ASTM E557, operable partition manufacturer’s written installation instructions, Drawings, and approved Shop Drawings. B. Install operable partitions and accessories after other finishing operations, including painting have been completed. C. Match operable partitions by installing panels from marked packages in numbered sequence indicated on Shop Drawings. 220025.00 10 22 26 - 6 Paired Panel Operable Partitions ©Zimmerman Architectural Studios, Inc. D. Broken, cracked, chipped, deformed, or unmatched panels are not acceptable. 3.2 CLEANING AND PROTECTION A. Clean partition surfaces upon completing installation of operable partitions to remove dust, dirt, adhesives, and other foreign materials according to manufacturer’s written instructions. B. Provide final protection and maintain conditions in a manner acceptable to the manufacturer and installer that ensure operable partitions are without damage or deterioration at time of Substantial Completion. 3.3 ADJUSTING A. Adjust operable partitions to operate smoothly, easily, and quietly, free from binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Lubricate hardware and other moving parts. 3.4 EXAMINATION A. Examine flooring, structural support, and opening, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of operable partitions. Proceed with installation only after unsatisfactory conditions have been corrected. 3.5 DEMONSTRATION A. Demonstrate proper operation and maintenance procedures to Owner’s representative. B. Provide Operation and Maintenance Manual to Owner’s representative. END OF SECTION 220025.00 10 28 25 - 1 Electric Hand Dryers ©Zimmerman Architectural Studios, Inc. SECTION 10 28 25 ELECTRIC HAND DRYERS 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 install electric hand dryers. B. Related Sections: 1. Section 06 09 00 – Rough Carpentry: Blocking in stud partitions for mounting hand dryers. 2. Division 26 – Electrical: Electrical supply, conduit, wiring, boxes, and wiring devices for hand dryers. 1.3 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: Provide construction details, dimensions, anchoring and mounting requirements, material and finish descriptions, electrical requirements, and manufacturer's warranty. 2. Operation and Maintenance Data: Provide for electric hand dryers to include in maintenance manuals. 3. Warranty: Provide sample of manufacturer’s standard warranty for parts and labor. 1.4 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. B. Product Certification: ETL listed in accordance with UL 507. National Sanitation Foundation (NSF) Protocol P335 "Hygienic Commercial Hand Dryers" compliant. C. Electrical Components, Devices, and Accessories: Listed and labeled in accordance with NFPA 70, by a qualified testing agency, and marked for intended location and application. 220025.00 10 28 25 - 2 Electric Hand Dryers ©Zimmerman Architectural Studios, Inc. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle electric hand dryers in manufacturer's protective packaging. B. Store electric hand dryers off of ground, under cover, and in a dry location. Handle according to manufacturer's written recommendations to prevent damage, deterioration, or soiling. 1.6 COORDINATION A. Coordinate locations of electric hand dryers with other work to prevent interference with clearances required for access, and for proper installation, adjustment, operation, cleaning, and servicing of electric hand dryers. 1.7 WARRANTY A. Manufacturer's Standard Warranty: Manufacturer's standard form in which manufacturer agrees to repair, restore, or replace defective electric hand dryer components and labor within specified warranty period. 1. Warranty Period: Five (5) years limited for labor and five (5) years for parts. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Approved Manufacturers: 1. Dyson Airblade V HU02 Sprayed Nickel as manufactured by: Dyson Inc., 600 W. Chicago, Suite 275, Chicago, IL 60610; toll-free 888-DYSON-AB, www.dysonairblade.com 2. Next-Gen HEPA-Filtered VERDEdri as manufactured by World Dryer Corporation, 800-323-0701. 2.2 ELECTRIC HAND DRYERS A. Electric Hand Dryers: Dyson Airblade V (Model HU02 Sprayed Nickel). 1. Mounting: Surface mounted on pressed galvanized steel backplate. 2. Construction: Polycarbonate-ABS casing with anti-microbial molded additive in paint. Anti- microbially integrated external plastics and seals. Anti-tamper M4 exterior pin-hex screws. Water ingress protection to IP24. 3. Color Finish: Sprayed Nickel. 4. Filtration: 99.97 percent at 0.3 microns particulate efficiency HEPA filter (Glass fiber and fleece prelayer). 5. Operation: Touch-free infra-red activation. a. Hand dry time: 12 seconds b. Airspeed at nozzle: 420 mph c. Operating Airflow: Up to 5.28 gallons/second d. Rated Operating Noise Power: 79 db(A) 6. Motor: Dyson Digital Motor (DDM), V4 switched reluctance brushless DC type; 92,000 rpm motor speed; less than 0.5-watt standby power consumption. 7. Electrical Requirements: 110-127 V AC, 12 A, 1000 W OR 200-240 V AC, 10 A, 1000 W per project requirements. Manufacturer recommends 15-amp circuit.: 120-127 V AC, 50 & 60 Hz, 1400W. 8. Operating Temperature Range: 0 - 40 degrees C. 9. Standby Power Consumption: Less than 0.5 W. 220025.00 10 28 25 - 3 Electric Hand Dryers ©Zimmerman Architectural Studios, Inc. B. Electric Hand Dryers: VERDEdri by World Dryer Corporation. 1. Type: High-speed, surface-mounted ADA compliant. 2. Mounting: Surface mounted. 3. Electrical rating: 110-120/208/220-240 VAC input, 950 watts; 277 VAC, 1150 watts. 4. Nozzle type: High intensity single port. 5. Air flow: 64 CFM at 225 MPH (19,800 LFM). 6. Intake air filter: HEPA type, replaceable. 7. Motor: Thermally protected universal brush type, 31,000 RPM, with replaceable brushes. 8. Controls: a. Activation by automatic infrared sensor with 45 second vandal shutoff. b. High/Medium/Low speed control switch. 9. Heater: a. Nichrome wire element type with automatic resetting thermal cutoff. b. Heated air temperature: 130 degrees F at 70 degrees F ambient temperature. 10. Sound level (adjustable): 69 dBA at 79 in. (2 m). 11. Anti-microbial technology: Protects treated surfaces on the dryer by inhibiting growth of bacteria, mold, and fungus that can cause stains, odors, or deterioration. 12. Ingress protection rating: IP24. 13. Cover material: One piece, vandal resistant, stainless steel, brushed finish. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify availability and characteristics of electrical power. Drill minimum two (2) inch diameter holes for electrical service entrance through backplate. B. Do not begin installation until substrates are complete and ready for installation of electric hand dryers. 3.2 INSTALLATION A. Locate and install electric hand dryer in accordance with manufacturer’s written instructions, using fasteners appropriate to substrate indicated and recommended by manufacturer. B. Mount electric hand dryer at height above finished floor recommended by manufacturer. C. Note: Electric hand dryers shall be level, plumb, and firmly anchored in locations, heights indicated, and in compliance with applicable accessibility codes. 3.3 CLEANING AND TESTING A. Remove protective packaging. B. Clean surfaces with mild soap solution. Do not use abrasives. C. Inspect installed dryers to verify mounting is rigid and electrical connections are proper. D. Test each dryer to verify operation and performance. E. Adjust electric hand dryers for smooth operation. Replace damaged or defective components. 220025.00 10 28 25 - 4 Electric Hand Dryers ©Zimmerman Architectural Studios, Inc. 3.4 PROTECTION A. Protect dryers from construction activities until just prior to Substantial Completion. 3.5 DEMONSTRATION A. Demonstrate operation and maintenance of dryers to the Owner. END OF SECTION 220025.00 11 66 23 - 1 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. SECTION 11 66 23 GYMNASIUM EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.2 Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. 1.3 SUMMARY A. Section includes: 1. Furnish and install gymnasium equipment including all anchoring devices, components and accessories required for a complete and proper installation. B. Related Sections: 1. Section 05 10 00 - Structural Steel 2. Section 05 30 00 - Steel Joists 1.4 QUALITY ASSURANCE A. Equipment shall be supplied by a company specializing in the design and manufacture of gymnasium equipment. 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. 1.5 SUBMITTALS A. Submit the following: 1. Materials list of items proposed to be provided in this Section. 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. 3. Shop Drawings in sufficient data to show fabrication, installation, anchorage and interface of the work of this Section with the work of adjacent trades. 1.6 GUARANTEE A. All work in this section shall be guaranteed to be free from defects in materials and workmanship for a period of one (1) year from date of final completion of Project. 220025.00 11 66 23 - 2 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. PART 2 - PRODUCTS 2.1 CEILING SUSPENDED SIDE FOLD BASKETBALL BACKSTOP A. Basis of Design Manufacturer: Performance Sports Systems, 9200 E 146th St A, Noblesville, IN 46060, (317) 774-9840 1. Basis of Design Product: Model No. 3109 “Single Post” ceiling suspended, side fold, side braced backstop (for ceiling heights up to 30’. For ceiling heights over 30’, provide Model No. 3108). 2. Equal products by the following manufacturers which meet the requirements of this Specification are also approved a. AALCO Athletic Equipment, St. Louis, MO, (314)-544-4300, “135SF Side Fold”. b. Other manufacturers as approved by the Architect B. “Single Post” vertical main mast assembly shall be constructed of 6 5/8’’ O.D. (.120” wall ASTM A-500 Grade B) structural steel tubing with diagonal side sway braces of 2 ½”X 1 ½” X14 gauge ASTM A-513 rectangular steel tube sway braces miter cut and welded in place to a top horizontal 4” x 1 ½” x 0.18” web ASTM A-36 steel channel. Sway braces shall attach to mast above backboard for maximum rigidity. Mast and sway braces shall be welded for ceiling heights up to thirty (30) feet. Mast and sway braces shall be clamped for ceiling heights over thirty (30) feet (Model 3108). Backstop shall be side braced and fold to side. Side brace assembly shall have fully adjustable folding knee joint allowing for exact playing position and maintenance free operation. C. Goal shall be mounted directly through backboard into a heavy structural steel weldment which shall be clamped to vertical 6 5/8’’ O.D. center mast. (This direct attachment feature transfers the load on the goal directly to the mast pipe minimizing stress to glass backboard). Goal and backboard mounting design shall conform to NCAA, NFSHSA and FIBA regulation. D. The all-welded “Single Post” design shall be suspended from custom adjustable hangers with bronze bushings designed to be offset no less than 4” behind the center line of gravity of mast, providing for proper weighting of the assembly and insuring that unit locks securely and automatically into playing position. E. Backstop shall be supported from 3 1/2’’ O.D. pipe anchored to roof framing members by means of heavy formed steel support fittings. Superstructure pipes to be reinforced with special bridging or bracing when truss centers exceed spans of fourteen (14) feet. Each attachment clamp must be capable of supporting static loads of at least 10,000 lbs. with no deflection. F. All metal parts shall have factory applied powder coat finish in a color as approved by the Architect form a list of Manufacturer’s available colors. 2.2 WELDED SINGLE POST REAR BRACED ROLL-FOLD BACKWARD FOLDING BASKETBALL STRUCTURE A. Basis of Design Manufacturer: Performance Sports Systems, 9200 E 146th St A, Noblesville, IN 46060, (317) 774-9840 1. Basis of Design Product: Model No. 3305 “Single Post” rear braced roll-fold backward folding basketball structure (for ceiling heights up to 18’-30’. For ceiling heights over 32’, provide Model No. 3304). 2. Equal products by the following manufacturers which meet the requirements of this Specification are also approved a. AALCO Athletic Equipment, St. Louis, MO, (314)-544-4300, “138RF Roll Fold Backstop”. b. Other manufacturers as approved by the Architect. 220025.00 11 66 23 - 3 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. B. Superstructure: 1. Unit shall be supported from 3-1/2” O.D. x 0.120” wall ASTM A-500 Grade B horizontal and 2-3/8” O.D. x 12-gauge (0.109”) wall ASTM A-513 vertical structural steel tubing secured to the building with heavy gauge steel stampings or weldments (as required by building conditions). When truss span widths exceed 10’-0”, 3- 1/2” O.D. x Schedule 40 (0.216”) wall ASTM A-500 Grade B will be used for the horizontals. Spans over 14’-0” will use welded bridge pipe. C. Backstop: 1. The backstop shall be of a single post design with a main vertical mast made of 6-5/8" O.D. x 0.120” wall ASTM A-500 Grade B structural steel tubing with 2-1/2” x 1-1/2” x 14-gauge (0.083”) wall ASTM A-513 rectangular steel tube sway braces miter cut and welded in place to a top horizontal 4” x 1-1/2” x 0.18” web ASTM A-36 steel channel. 2. Main mast will be suspended from superstructure with an offset hanger 3" in front of the pivot point. Units with less than 3" offset will not be approved as equal. 3. Backstop shall be manufactured to allow 6" vertical adjustment for plumbing of the backboard. All fittings shall be heavy gauge steel stampings or weldments. 4. A direct goal attachment is used to transfer stress from the goal to the main mast assembly preventing strain on the backboard. 5. An adjustable suspension hanger shall be mounted on a special carrier system to roll forward on a slope track system allowing the vertical mast to roll forward while the backstop is being raised. 6. The carrier-hanger system will fully encompass the track system for maximum strength and stability. 7. All fittings shall be heavy gauge steel stampings or weldments. 8. A direct goal attachment is used to transfer stress from the goal to the main mast assembly preventing strain on the backboard. 9. Rear brace shall be 1-7/8" O.D. x 12-gauge (0.109”) wall ASTM A-513 steel tubing attached to the main mast 12” to 18” above bottom of mast pipe. When truss heights are higher than 23’-0”, front brace shall be 2-3/8” O.D. x 12-gauge (0.109”) wall ASTM A-513 steel tubing. Folding brace shall be of a jackknife design with an adjustable hinge for easy installation and field adjustment. 10. Backstop shall be raised and lowered with 1/4" galvanized aircraft cable with a breaking strength of 7000 lbs. 11. Backstop metal parts shall have factory applied powder coat finish in a color as approved by the Architect form a list of Manufacturer’s available colors. 12. Backstop manufactured in accordance with 1994 rule 1, section 8, stating that all parts of the backboard support system shall be at least 6" behind backboard. 2.3 ELECTRIC WINCH A. Basis of Design Manufacturer: Performance Sports Systems, 9200 E 146th St A, Noblesville, IN 46060, (317) 774-9840 1. Basis of Design Product: Model No. 1194 “Electric Backstop Winch”. 2. Equal products by the following manufacturers which meet the requirements of this Specification are also approved a. AALCO Athletic Equipment, St. Louis, MO, (314)-544-4300, “TouchMate TM-4”. b. Other manufacturers as approved by the Architect B. Electric winch shall be a definite purpose electric winch designed specifically for use of basketball backstop positioning. Winch shall be worm gear type designed to hold backstop at any position during operation. Winch will be driven by a 3/4 HP, 120-volt, 60 hertz, single-phase instant reversing electric motor with thermal overload protection (governed to stall at 14 amps to prevent overload) and manufactured to NEMA specifications. Winch shall develop over 1000 lbs. of line pull at a speed of nine (9) feet per minute. C. Winch shall have high-speed worm gearing to support both radial and thrust loads, and positive locking double reduction gear drive providing 200:1 reduction rate for strong cable hold under load, eliminating need for special brakes. Sealed gear case for lifetime maintenance free operation. 220025.00 11 66 23 - 4 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. D. Winch shall incorporate a large 4-1/2” diameter grooved drum to assure long cable life and proper coiling, with a tension roller for correct cable tracking even in slack conditions. Drum shall be grooved for 1/4" 7 x 19 galvanized aircraft cable to facilitate smooth take-up and proper spooling of cable. Drum shall allow 25 feet of travel on one (1) layer and 40 feet on two (2) layers. E. Winch shall utilize a flush mounted single keyed switch to both raise and lower backstop (eliminating the need for two keys). Key switch shall be located so that the backstop is in full view of authorized operator at all times. Optional wireless remote control or keypad control operation available. F. Winch shall have five (5) year warranty against material defects and workmanship. Winches with less than a five (5) year warranty shall not be considered equal. 2.4 BACKBOARDS A. Backboard shall be 3'-6" x 6'-0" to meet all NCAA, NFHSA and professional requirements. Backboard frame of a heavy, brushed aluminum extrusion. Extended frame section of high tensile aluminum (6063-T5). Ends of the frame extrusions mitered and fitted with a flush, plated steel gusset type mounting bracket on all four corners, incorporating keyhole slots for mounting the backboard to the support structure at standard mounting centers. B. Goal mounting structure of a heavy, formed steel assembly, secured to the lower horizontal frame member to minimize stress on the glass section. Provide steel sleeves at goal mounting hole locations to secure rear structure to front mounting plate, forming a unitized assembly to minimize shock to the glass. Entire frame including goal-mounting structure fitted with a shock absorbing neoprene material to cushion and protect the glass section. C. 1/2" thick, fully tempered glass section with uniform load and impact strength. Official white border and target area is permanently fired into front side of glass section so that it cannot wear away. D. Goal mount structure provided with two holes (7/16") and two studs (3/8"-16) to secure backboard and goal to a direct mount "goal brace" feature which relieves all stress and shock on the backboard conforming to the latest NCAA Rules (BR-73, D-5). Goal mounting holes (4) to be standard 5" (horizontal) x 4" (vertical) mounting centers. E. Acceptable Manufacturers: 1. Draper "Model 503136" Rectangular Glass Backboard 2. Jaypro 3. Porter Athletic Equipment Company 4. Aalco 5. Performance Sports Systems 6. Other manufacturers as approved by the Architect. F. Backboard Height Adjuster: 1. Direct mount manual height adjuster is crank operated and actuated via a 3/4"-6 Acme threaded rod. Main frame-assembly constructed of 2" x 2-1/2" x 1/4" steel angle and 1/4" thick flat steel. Slip tubes consist of 2-5/8" O.D. outer tubes and 2-1/4" O.D. inner tubes. 2. Frame assembly shall be jig welded and factory assembled. Actuator rod assembly bolted in place and removable for conversion to electric operation. 3. Height adjuster shall include a self-adhesive height scale graduated in 1" increments and labeled at 6" intervals. a. Draper "Model 503092" b. Jaypro c. Porter Athletic Equipment Company d. Aalco e. Performance Sports Systems f. Other manufacturers as approved by the Architect. 220025.00 11 66 23 - 5 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. 2.5 BACKBOARD EDGE PADDING A. Edge padding with pre-molded square corners. Molded-in steel track and bolt-on attachment system. Padding shall meet or exceed NCAA and High School Federation specifications. Color as selected by Architect from manufacturer's standard colors. 1. Draper Model 5032XX bolt-on backboard safety padding 2. Jaypro 3. Porter Athletic Equipment Company 4. Aalco 5. Performance Sports Systems 6. Other manufacturers as approved by the Architect. 2.6 BREAKAWAY BASKETBALL GOAL A. Goal shall be designed to withstand shock loads due to a player slam dunking and/or hanging on the rim. The rim shall deflect down when a static load of 230 pounds is applied. The rim will return to the playing position once the load is removed. The function of the breakaway goal shall meet NCAA specifications, which state: "A movable basket ring shall have rebound characteristics identical to those of a non-moveable ring." Goal shall be set at factory for proper flex and rebound requirements. B. Rim shall be fabricated from a 5/8" diameter steel rod formed into an 18" inside diameter ring. Inside of ring shall be positioned 6" from the face of backboard by a heavy-duty mounting plate with mounting holes centered to match 5" x 5" or 5" x 4" backboard mounting holes. Goal will mount on standard glass, fiberglass, aluminum, steel, and wood backboards. C. Rim shall be rigidly braced by means of die cut steel braces formed and welded to underside of rim for maximum support. Goal shall be provided with twelve "no tie" net attachment clips, welded to rim for net attachment. Goal shall be painted in an official durable orange powder coat. Goal shall be furnished with zinc plated mounting hardware and high-quality white nylon anti-whip net. The top half of the anti-whip net is made of durable fibers encased in tough 100% nylon, preventing the net from whipping up on the rim. The lower half is all nylon. Goal to have three-year limited warranty. D. Manufacturer: 1. Basis of Design: Draper Model 503576 Breakaway Goal 2. Other acceptable manufacturers: a. Jaypro b. Porter Athletic Equipment Company c. Aalco d. Performance Sports Systems e. Other manufacturers as approved by the Architect. 2.7 VOLLEYBALL ACCESSORIES A. Indoor Carbon Volleyball Pole: Telescoping type volleyball system with standards adjusting from 6'-6" to 8'-2". Bottom upright shall be 3-1/2" OD. Schedule 80 aluminum tube with a wall thickness of 0.300". Provide bottom upright with rubber foot to protect finished floors and provide precise net height adjustment. Upper telescoping adjustable tube to be 2-7/8" schedule 80 aluminum tube with a wall thickness of 0.276" with a 4" diameter pulley and bushing. 1. Sports Imports Model SI-1. 2. Other manufacturers as approved by the Architect. B. Tensioning winch shall incorporate a heavy-duty self-locking ratchet mechanism with compression clutch brake type release mechanism. C. Net: 32” x 39-3/8". Official competition net. 4" square #36 black nylon cord with vinyl-coated polyester hem double stitched around entire perimeter of net. Top hem shall have a 42'-6" long galvanized aircraft cable with a nylon coating for top tensioning. Bottom of net shall have braided white nylon rope for bottom tensioning. Each side of the net equipped with three polypropylene tension straps with buckles. 220025.00 11 66 23 - 6 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. D. Floor Plate: Shall be stainless steel of 6 5/8” diameter with hinged access cover, with a 3 11/16” opening. Removable, threaded, or pin swivel covers are unacceptable. Plate shall be .25” thick and shall be designed to be compatible with all surfaces. 1. Sports Imports Model KA25-F-SS. 2. Other manufacturers as approved by the Architect. E. Sleeve: Shall be tubular stainless steel of .219” thickness, 8 7/8” long and 3 1/16” internal diameter. Seamed tubing or pipe is unacceptable. Sleeve shall have three pre-drilled flanges for attachment to the plate during the installation in accordance with manufacturer’s instructions. The bottom of the sleeve shall be 10” from the floor surface. Coordinate placement with gymnasium floor contractor. 1. Sports Imports Model KA25-S-SS. 2. Other manufacturers as approved by the Architect. F. Protective Pads for Standards: 1. 6' high pads constructed of 1-1/4" thick, cross-linked polyethylene foam filler covered with polyester reinforced vinyl fabric. Each pad shall consist of two vertical sections that attach to each other with hook and loop fasteners. Each section shall be hinged at the corners to fold neatly around posts and tensioning winch. a. Draper, "5011XX" b. Other products by the following manufacturers are also approved: 1) Jaypro 2) Porter Athletic Equipment Company 3) Aalco 4) Performance Sports Systems 5) Douglas 6) Other manufacturers as approved by the Architect. 2.8 INDOOR SOCCER GOAL A. Face of goal shall be constructed of 4" x 2" extruded aluminum with corner radii for safety and a minimum wall thickness of .080". Goal shall include net attachment using specially designed clips included with each system. Goal shall have a 12' wide x 6'6" high opening. B. Crossbar shall attach to uprights by method so hardware does not protrude from the front face of the goal. C. Backstays shall be constructed of 1 5/8" diameter zinc coated steel tube and provide a 2' top depth x 6' bottom depth. A 1 5/8" diameter zinc coated steel stabilizer tube shall connect to the rear of the backstays to provide stability during use and transport. D. A standard 10" diameter x 2" wide transport wheel shall attach to each side of the goal to facilitate transport. 4" x 2" face of the goal shall have a white polyester powder coated finish. E. Goal shall carry a one-year warranty. F. Package shall include transport wheels, auger type rear safety hold downs, net, net attachment clips, goal post pads and rear stabilizer bars. 1. Basis of Design: Draper Select Soccer Goal (Youth 12’ x 6’6” Portable) - Model “505001” a. Soccer Net – Model “505012” 2. AGORA 3” Channel Club Soccer Goal 6’-6” x 12’ Model “SA-GCAKIT-612” a. Soccer Net – 4mm HTPP Hexagon Net for 6’6” x 12’ Goals with depth (White). 3. Other manufacturers as approved by the Architect. 2.9 PICKLEBALL EQUIPMENT A. Provide all equipment and materials, and do all work necessary to furnish and install the athletic equipment, as indicated on the drawings and as specified herein. 1. Basis of Design: Douglas JTN-30 QuickStart/Pickleball Tennis Net #20105 220025.00 11 66 23 - 7 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. B. COMPONENTS: 1. 3.0mm Solid Core Knotted Braided Polyethylene with 285 lb. Break Strength 2. Single Ply Vinyl Coated Polyester Headband 32 oz./sq. yd. 3. Black Vinyl Side Pockets with Fiberglass Dowels 4. Standard Net Dimensions: 3' high X 21'9" long 2.10 ICE HOCKEY GOAL STATION A. Basis of Design: Douglas HG-200 B. Standard practice nets: 1. Description: 6 mm resin coated net 2. Size: 4'H X 6'W X 44” deep. 3. Net protectors C. Goal frame: 1. 2 3/8” OD schedule 40 steel frame, powder coated red. D. Goal frame padding: 1. 18 oz mildew resistant vinyl padding, double stitched with Velcro and buckle attachments. 2. Include bottom and back posts. 2.11 WALL PADS A. Panels shall consist of 7/16" thick urea-formaldehyde free oriented strand board (OSB) backer and 2" thick flexible urethane cushioning material bonded together, then fully wrapped with flexible PVC and scrim laminate that features a leather grain emboss pattern. B. Cover shall have average weight of 14 oz. per square yard, breaking strength of 350 PSI, tear resistance of 65 pounds and be rated as self-extinguishing in accordance with California State Fire Code F-230 and Class-A Rated in accordance with requirements of NFPA-101. Cover to be resistant to rot, mildew, fungus and ultraviolet light. C. Class A flame retardant wall pads have been tested as a singular unit and given a “Class A” rating in accordance with ASTM-E84 and NFPA 255 test procedures. D. Approved Manufacturers: 1. Draper, "EcoVision Gym Wall Pads" 2. Jaypro 3. Porter Athletic Equipment Company 4. Aalco 5. Performance Sports Systems 6. Douglas 7. Other manufacturers as approved by the Architect. PART 3 - EXECUTION 3.1 INSPECTION A. Inspect areas where gymnasium equipment is to be mounted and report to Construction Manager any improper conditions which will adversely affect installation or performance of gymnasium equipment. Do not start installation until such conditions have been corrected. Start of installation shall indicate acceptance of surfaces and acceptance of responsibility for gymnasium equipment installation. 220025.00 11 66 23 - 8 Gymnasium Equipment ©Zimmerman Architectural Studios, Inc. 3.2 INSTALLATION A. Install gymnasium equipment in accordance with manufacturer's installation instructions anchoring firmly into position for long life under hard use. END OF SECTION 220025.00 12 60 30 - 1 Locker Room Shelf with Coat Hooks ©Zimmerman Architectural Studios, Inc. SECTION 12 60 30 LOCKER ROOM SHELVING AND HOOKS 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. Wall mounted locker room shelving and coat hooks with the following: a. Shelving Materials, Design and Quality Specifications. b. Shelving Recycled Plastic Plank. c. Wall Mounted Powder Coated Steel Angle. d. Wall Anchors and Hardware. B. Related Sections: 1. Section 042000 – Unit Masonry. 2. Section 126010 – Locker Room Seating. 1.3 REFERENCE STANDARDS A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design 2010. B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2020. C. ASTM C476 - Standard Specification for Grout for Masonry 2020. D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2021a. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized in installing work similar in material, design, and extent to that indicated for this project and who is acceptable to the manufacturer B. Source Limitations: Obtain each type of seating required, including accessories and mounting components through one source from a single manufacturer. C. 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 12 60 30 - 2 Locker Room Shelf with Coat Hooks ©Zimmerman Architectural Studios, Inc. 1.5 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 shall include: 1. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles and finishes. 2. Shop Drawings: Plans and sections through shelves showing attachment to other work 3. Samples of Initial Selection: Manufacturer’s color charts consisting of units or section of units showing the full range of finished, colors, textures, and patterns available for each exposed material. 4. Samples for Verification: For each type of exposed finish required, prepare samples of size indicated below and of same thickness and material indicated for the work. If finishes involve normal color and texture variations, include sample sets showing the full range of variations expected. a. Recycled Plastic Shelf Plank: Full size with finishes and accessories specified b. Steel Support Angle with Coat Hooks: Steel support angle with required fasteners. c. Exposed Fasteners: Full size units of each type 1.6 DELIVERY, STORAGE, AND HANDLING A. Environmental Limitations: Do not install shelving until space is enclosed and weatherproof; wet work in space is dry; finishes, including painting are complete; and work above ceilings is complete. Do not install shelving until ambient temperatures and humidity conditions are continuously maintained at levels anticipated for final occupancy. B. Field Measurements: Verify shelving layout by field measurements before fabrication and indicate measurements on shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the work. 1. Establish Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating shelving without field measurements. Coordinate construction to ensure that actual dimensions correspond to establish dimensions. 1.7 WARRANTY A. Manufacturer’s Warranty: Submit manufacturer’s standard warranty. 1. Warranty Period: One year from Date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Approved Manufacturers: Becker Arena Products, Inc. Shakopee, MN (800-234-5522) 220025.00 12 60 30 - 3 Locker Room Shelf with Coat Hooks ©Zimmerman Architectural Studios, Inc. 2.2 MATERIALS AND FINISHES A. Shelving Support Angle with Coat Hooks: The support angle shall be fabricated using formed 10-gauge steel with bolt on 7- gauge steel double sided coat hook. Coat hook shall hang down 3” from bottom of support angle. 11/16” holes shall be furnished in the vertical leg of the support angle to accept 3/8” anchors for mounting to the wall. Typical spacing for wall mount holes is every 32” maximum on center for CMU or precast walls. Typical spacing for wall mount holes is every 24” maximum on center for stud walls. Two 5/16” holes shall be drilled into the top leg of the support angle every 16” to 20” on center for fastening of the recycled lumber shelf plank (2” x 8”) to the angle. Support angle to be powder coated after fabrication. B. Anchors for mounting the angle to the wall shall be 3/8” epoxy screen anchors when block is hollow. When CMU block is filled, use anchor insert only. C. Recycled Plastic Shelf Plank: Material shall be a solid profile, recycled, high-density polyethylene comprised of post-consumer and post-industrial resin with no wood additives. Recycled product shall be impregnated with colorant and UV protection. Colorant must be of non-metal composition that meets current environmental standards. Shelf plank dimensions to be nominal 2” x 8” (1-1/2” x 7-1/2”) Available standard color: Black. Custom colors available D. Locker room coat hooks shall be manufactured using continuous 1/4” x 4” flat steel bar. Welded on the 1/4” steel bar is a 3/8” diameter x 3-1/8” long Nelson Stud positioned at a 45-degree angle. Hooks shall be welded approximately every 18”. The maximum length of each section to be 12’-0” long. The steel coat hooks shall have a powder coat finish after fabrication. (Color to be determined from standard color choices) 1. Anchors for mounting locker room shelving to concrete block wall shall be 3/8” epoxy anchors spaced approximately every 36” on center. PART 3 - EXECUTION 3.1 INSTALLATION A. Manufacturer will construct, fabricate, and deliver all materials to job site per plans and specifications. All materials will be installed to be straight and true to line and properly braced. B. The materials shall be delivered to the job site in an enclosed trailer for protection from road grime. C. The contractor shall be responsible for all area clean up of construction debris. D. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. Installation shall be in strict conformance with manufacturer requirements and instructions. Erect units rigid, straight, level, plumb, and true with horizontal and vertical lines level. No defective, scratched, marred, or otherwise damaged equipment and materials shall be installed. 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 November 29, 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. 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 Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-1 SECTION 131812 ICE RINK REFRIGERATION SYSTEM PART 1 - GENERAL 1.01 SECTION INCLUDES A. General system description, design criteria and control criteria. B. Motor Control Center C. Motor Starters. D. Motors. E. Other Electrical Components (enclosures, emergency switch, dialer, meter, etc.). F. Compressors. G. Chiller and Surge Drum. H. Rink Pumps. I. Condenser System (incl. water pump, sump & chemical treatment system). J. Gas Monitoring System. K. Primary Refrigerant. L. Secondary Refrigerant. M. Storage Receiver System. N. Thermosyphon Receiver. 1.02 RELATED SECTIONS A. Division 0, Division 1, General and Supplementary Conditions. B. Section 131811 - Ice Rink General Requirements. 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. 1.03 GENERAL REQUIREMENTS A. General Refrigeration System Description: 1. Furnish and install a complete ice rink refrigeration system including but not limited to chiller, compressors, pumps, condenser system, piping, valves, controls, motor control center, and all related electrical components and connections necessary for a completely automatic refrigeration system with alarms, operating at the conditions described in, and meeting the requirements of, the contract documents. B. Refrigeration System Design Criteria: 1. Design Parameters: See Ice Equipment Schedule on drawings. 2. All primary refrigeration piping shall be sized by the Contractor unless otherwise specified or indicated on the drawings. The piping shall be sized for the full capacity of the system except where manufacturer recommends a different size to optimize operation of the system. 3. Furnish and install isolation valves, unions, purge valves, etc. required for isolating and servicing each piece of equipment and system components whether or not they are shown on the drawings. 4. The cost of all piping, electrical, equipment, controls, or other changes required for the proper installation of all equipment shall be included in the Contractors bid. If equipment Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-2 substitutions require revisions in the design of the systems or facility, the Contractor shall reimburse the Owner for the cost of the redesign services. 5. The Contractor shall provide all electrical work, design, materials and equipment necessary for a complete, operational ice system. All work, materials and equipment shall meet the required electrical codes for the Project's location. A licensed electrician shall perform all electrical work. The main electrical feed for each piece of equipment shall be routed beneath the floor slab, not overhead. Provide all low voltage wiring required for alarms, controls and other related system for a complete operating system. 1.04 SUBMITTALS A. Shop Drawings. All submittals shall conform to the requirements of the General Conditions and these specifications. 1.05 WARRANTY/GUARANTY A. As required in Section 131811 - Ice Rink General Requirements and as follows: 1. Manufacturer’s standard warranties that exceed the specified warranty. 2. Evaporative Condenser: In addition to the standard 1-year warranty, provide 5-year warranty on corrosion protection system, welded 304 stainless steel, and all major mechanical components, including fans, fan shafts, bearings, sleeves, supports and fan motor. 3. Motors and Variable Frequency Drives: In addition to the standard 1-year warranty, provide start-up services from a certified manufacturer’s representative to provide an additional 1-year warranty. 4. Test and maintain chemical balance of all refrigerants in all systems including inhibitors in all solutions during warranty period. 5. Diffusion tank. 3-year warranty for defects in materials and workmanship and 1-year for fittings and accessories. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING REQUIREMENTS A. As required in Section 131811 - Ice Rink General Requirements. PART 2 - PRODUCTS 2.01 MOTOR CONTROL CENTER A. Approved Manufacturers: Eaton/Cutler Hammer Westinghouse, Allen Bradley, General Electric, Siemens, Square D, Rockwell Automation or equal. B. Panels designed and manufactured by custom panel shops will not be approved. C. Provide a Motor Control Center (MCC) to house and including all starters, breakers, controls, running lights, contacts, relays, switches, fuses, safety switches, alarms, overload relays, resets, and all other electrical devices required for a fully operational ice system. The MCC shall include but not limited to, the following: 1. Starters for compressors, and pumps. 2. Variable frequency drives for condenser fan, oil cooling pump and rink floor pumps. 3. Running lights and HOA switches for all pumps, compressors, and condenser fan. 4. 120/240V, 1PH panel board for refrigeration equipment requiring 120V power for control circuits, etc. 5. 440-480V / 120-240V, 1PH transformer. 6. Pressure controllers for condenser fan and pump cycling as manufactured by Johnson Controls or equal. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-3 7. Safety cutout controller for low brine temperature. 8. Adjustable alarm contact for high return brine temperature. 9. Hour run time meters for each compressor. 10. Ice System Controls. See description in this section. D. Shall be installed on a 4" high concrete pad and away from the refrigeration equipment to avoid vibration concerns. E. The MCC shall be a dead-front, free standing unit, Type 1 enclosure in accordance with UL 508, UL845 and shall be NEMA rated. Shall include individual buckets for each piece of equipment, each bucket containing a combination starter (motor starter, breaker device, and power disconnect), disconnects with means of padlocking in lock out position, copper ground bus, fault current rating of 42,000 amps, non-insulated equipment ground bus, and rated for 480 volts, 3 phase, 3 wire, 60 hertz electrical service. Provide plastic laminated identification nameplates on the front of the MCC panel. Finish shall be gray primer over a phosphatized surface. F. The Motor Control Center and Ice System Control System shall fit in the spaces shown on the drawings. The contractor is responsible for all changes and modifications to these systems as required. G. An electrical feeder (with phase loss protection) will be brought into the ice mechanical room by the Division 26 electrical subcontractor and connection made to the MCC panel. Verify the size of the electrical feeder with electrical subcontractor prior to ordering equipment. Verify that size of electrical feeder is adequate for ice system equipment. All electrical requirements inside the MCC, including the design of the electrical system, and to the ice system equipment are the responsibility of the Ice Rink Contractor. 2.02 ICE SYSTEM CONTROLS A. Ice Rink Control System and Components: 1. Furnish and install Ice Rink Control System as specified in Section 131817 – Ice Rink Central Control System. 2. Furnish and install all necessary controls, electrical, wiring, lights, housings, relays and other electrical devices and systems required for a complete automatically controlled ice system. Provide all low voltage wiring and connections required for alarms, controls and all other related devices for complete operating systems. 3. The refrigeration system shall have sufficient manual controls to allow the system to operate without the computer control system if the computer control system fails. 2.03 MOTOR STARTERS AND VARIABLE FREQUENCY DRIVES A. Approved Manufacturers: Cutler Hammer Westinghouse, Allen Bradley, General Electric, Siemens, Square D. B. Each motor shall have its own dedicated starter device. C. Across-the-Line Starters: For motors smaller than 75-HP. 1. NEMA ICS 2, Class A, magnetic, full voltage, non-reversing. 2. Overload and phase failure protection. 3. Integral control transformer for required control power voltage. 4. Hand-Off-Auto selector switch and red indicator light on cover. D. Solid State Starters (Soft Starts): Required for motors 75-HP and greater. Shall be UL listed and include isolation contacts, current limiting fuses, capacitors for noise protection, microprocessors and all other circuitry required to function properly, overload protection, LED indicators, auxiliary contacts, heat sink, integral cooling fan, phase loss and stall protection, soft Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-4 stop, adjustable starting and stopping times, and adjustable initial voltage level to adjust torque for motor starts. Shall have standard handle with four positions; ON, OFF, TRIPPED, and RESET. Part winding or wye-delta starters will not be accepted. E. All motors for use with Variable Frequency Drives shall be listed suitable for use with VFD equipment to prevent premature bearing failure as specified in the VFD section. F. Variable Frequency Drive (VFD): 1. Approved Manufacturers: ABB, Allen Bradley, Bell & Gossett, Cutler Hammer or equal. 2. Materials and Construction: NEMA 1 Enclosure, pad lockable input disconnect switch, electronic overload protection, input fuses, HOA switch, selectable operating modes, protection circuits, UL/CSA Approved. 3. Display: Output frequency and voltage, motor current, kwh meter, fault indication with text, % torque, % power (kW), and speed (RPM). 4. Voltage Tolerance: +/- 10%. 5. Options: Manual bypass (2 contactors). 6. All motors for use with Variable Frequency Drives shall be listed suitable for use with VFD equipment to prevent premature bearing failure. This includes, but is not limited to, providing NDE and DE bearings and shaft grounding rings or system, etc. Shall be installed prior to start-up. 2.04 MOTORS A. Motors shall be 460 volts, 3 phase, 60 Hz, squirrel cage induction motors with a service factor of 1.15. Shall have adequate torque to accelerate the load at operating conditions without exceeding the nameplate rating, not including the service factor. Motors shall be designed, constructed and tested in accordance with ANSI/NEMA Publication No.MG-1 and meet NEMA specifications. Shall be premium efficiency design as determined by IEEE Standard 112, Method B. Minimum motor efficiencies shall meet the following. Table for Premium Efficiency Motors (ODP type) Motor HP 1200 RPM 1800 RPM 3600 RPM 1 82.5 85.5 77.0 1.5 86.5 86.5 84.0 2 87.5 86.5 85.5 3 88.5 89.5 85.5 5 89.5 89.5 86.5 7.5 90.2 91.0 88.5 10 91.7 91.7 89.5 15 91.7 93.0 90.2 20 92.4 93.0 91.0 25 93.0 93.6 91.7 30 93.6 94.1 91.7 40 94.1 94.1 92.4 50 94.1 94.5 93.0 60 94.5 95.0 93.6 75 94.5 95.0 93.6 100 95.0 95.4 93.6 125 95.0 95.4 94.1 Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-5 150 95.4 95.8 95.0 200 95.4 95.8 95.0 B. Motor enclosures shall be open drip proof (ODP). Bearings shall be shielded and regreasable steel ball bearings. Stator windings shall be copper. Insulation shall be Class F non-hygroscopic materials. C. Motor shall be factory aligned and if necessary, shall be realigned by the Contractor after installation and prior to start-up. D. Motors shall be inverter duty where VFDs are being used. 2.05 OTHER ELECTRICAL COMPONENTS A. All electrical components if not specified elsewhere shall be UL listed where possible, meet all code requirements and approved for specific application. B. Enclosures: Enclosures shall be NEMA 1 rated for indoor applications and NEMA 3R for outdoor applications. C. Disconnects: Approved Manufacturers for disconnects: Cutler Hammer, General Electric, Square D, Westinghouse or equal. Enclosure shall be NEMA rated for environment where it will be located. D. Fuses: Provide one spare fuse for each type and size used on the project. E. Emergency Devices 1. Furnish and install an emergency remote control push/pull button (off-only control) and all associated electrical for a complete system to stop the operation of all electrically energized equipment related to the refrigeration system as required by the current state and local mechanical codes. 2. For interior devices and locations, furnish and install a clear Plexiglass protective, lockable, wall mounted case for devices. 3. For exterior devices and locations, furnish and install NEMA Type 3R, continuous hinge, lockable enclosure (Weigmann RHC121206 or equal). Emergency ventilation remote switch provided by others will also be installed by others in this enclosure. Verify enclosure space needs with ventilation contractor. 4. See Gas Monitoring section for additional requirements. 5. Provide all low voltage wiring and connections required for alarms, controls and all other related devices for complete operating systems. F. Customer Monitoring Panel: Furnish and install a microprocessor-based monitor panel to provide the following readings: voltage, amperage, power, power factor, and energy consumption. The panel shall conform to the following: 1. Approved Manufacturers: Esterline Angus Panel Master 1000-288-4-RS2A4, Rockwell Automation (Allen Bradley) PowerMonitor 5000 or equal. 2. Current transformers, 5A secondary. 3. Four (4) protection functions shall be provided which shall include the following: overvoltage and undervoltage. Protective functions shall be field settable for alarm and/or trip outputs. 4. One alarm relay shall be programmable for KWH pulse output. 5. A serial port for data transmission to remote location shall be provided. 6. Provide monitoring software for multiple computers as required by Engineer/Owner. Connect unit to Ice Rink Center Control System for data collection and manipulation. G. Automatic Alarm Dialer. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-6 1. Furnish and install a complete automatic alarm dialer system, compatible with the Owner’s telephone system, that will monitor the following alarm conditions and points. This system is required by IIAR 6.14.7.4 “A monitored location shall be notified upon loss of power to or failure of the emergency mechanical ventilation system”. 2. Before ordering the dialer system, the contractor shall verify with the Owner the type of phone system that is being used (standard dial type telephone system, Voice over Internet Protocol (VoIP) system, etc.). The contractor shall select the correct dialer system for their application. If VoIP is available, that system shall be selected. 3. Monitor the following alarm conditions and points: a. Power loss to refrigerant leak detection dedicated circuit branch (per IIAR). b. Power loss to emergency mechanical ventilation system’s dedicated circuit branch (per IIAR). c. Start/Fail for the emergency ventilation system’s fan (per IIAR). d. High brine temperatures from compressor microprocessor. e. Alarm conditions from compressor microprocessor to be named later by Owner. f. Power failure to refrigeration system. 4. Manufacturer: Sensaphone 800 system, Sensaphone Sentinel Monitoring System with Cellular Modem or equal. 5. Unit to provide up to 12 different status conditions. 6. Dial a minimum of eight (8) different phone numbers. 7. Uninterrupted Power Supply (UPS) for 20 minutes. 8. Additional requirements for standard telephone system: a. Operate with standard dial telephone line. b. Respond to status interrogation from any touch-tone telephone. 9. Additional requirements for VoIP system: a. Include 12-month subscription to cellular dialer system for time of startup. Coordinate with City on selection of service provider. b. Shall instantly sends alerts via phone, text or email over cellular connection. c. Shall deliver event reports, and audit logs. d. Shall store all data in the cloud, with unlimited information storage and allows multiple devices to be managed from one account. No software shall be required. e. Shall be accessible by any web-enabled device. H. Power Factor Correction Capacitors: 1. Approved Manufacturers: Square D, Cutler Hammer or equal. 2. Furnish and install power factor correction capacitors to increase the power factor to a minimum of 0.90 or minimum recommended by the local power company, whichever is higher. A capacitor shall be provided on each motor, for the following equipment: a. Each compressor motor (including motors with soft starts) b. All other motors of 3 horsepower or greater. c. Capacitors are not required on motors with variable frequency drives. 3. Materials and Construction: Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-7 a. Type: self-healing, internally protected capacitor elements, dry design. b. Dielectric: metalized polypropylene film, no liquid dielectrics c. Internal connection: 3 phase, delta. d. Tolerance on capacitors: -5%/+10% e. Discharge mechanism: polycarbonate resistor, 1 per phase. f. Losses: <0.5W/kVAR, including discharge resistors. g. Rated voltage/frequency: 480V/60 Hz h. Dielectrics withstand: 4kV/60 Hz for 1 minute i. Interrupting rating: unfused-10kA I.C. symmetrical; fused-200kA. j. Continuous overvoltage: 1.1 x Vn (8 hours over 24 hours) k. Continuous overcurrent: 1.30 In l. Maximum harmonic current: 1.05 x ln m. Maximum harmonic voltage: 1.05 x V n. Temperature range: 14 F to +104 F o. Approvals: CSA and CSA-US certified p. Painted finish: NEMA Type 1 and Type 3R q. Enclosure: 14-gauge steel. r. Other: wall mount brackets I. Phase Loss Protection: 1. Approved Manufactures: Zelio by Telemecanique (Schneider Electric), Macromatic, or equal. 2. Furnish and install phase loss protection at each motor. Devices shall monitor 3-Phase supplies and sequence of phases L1, L2, and L3 and total loss of one or more phases. 3. Function: a. Phase sequence b. Phase failure c. Asymmetry d. Undervoltage e. Overvoltage 4. Materials and Construction: a. Product certifications: UL, CSA b. Conforming standards: NF EN 60255-6 and IEC 60255-6 c. Vibration resistance: 0.035 mm from 10-150 Hz. d. Degree of protection: Casing IP 30, Terminals IP 20. e. Overvoltage category: III f. Insulation resistance: >500 mega ohms, 500 Vdc. g. Rated insulation voltage: 400 V h. Insulation test voltage: Dielectric = 2kV, 50 Hz, 1 min. on VAC Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-8 i. Wire: Solid cable range one 14-20 AWG. j. Housing material: Self-extinguishing plastic. k. Rated supply voltage: 208-480 Vac. l. Operating range: 183-528 Vac. m. Voltage limits (of power supply circuit): -12%, +10% n. Frequency: 50/60 Hz +/- 10% o. Maximum power consumption: 1.8 VA on VAC p. Output type: 1 or 2 C/O contacts. q. Contact type: Cadmium-free r. maximum switching voltage: 250 Vac/Vdc s. Rated breaking capacity: 1250 VA t. Minimum breaking current: 10/5 Vdc mA. u. Maximum operating rate: 360 operations/hour under full load v. Maximum response time (fault event): 100 ms w. Delay on pick-up: 500 ms x. Relay status and fault signaling shall be indicated by LEDs. 2.06 AMMONIA SCREW COMPRESSORS PACKAGE A. Approved manufacturers: Mycom Compressor Package, Bitzer ACP or equal. B. Design Parameters: See Ice Equipment Schedule on drawings for design conditions. System basis of design is based on Bitzer ACP screw compressors package. If alternative compressor manufacture is used, contractor shall submit revised design documents including but not limited to: design data, flow diagram, package layout, etc. Package shall be designed and constructed to meet all applicable codes including but not limited to: ANSI IIAR, ASHRAE 15, ASME B31.3, etc. All compressors, vessels, piping, and accessories shall be mounted to a single industrial strength steel frame and be fully piped, wired and tested prior to delivery. C. Compressors: Open drive ammonia screw compressor. Compressors shall have stepped capacity control (50%-75%-100%) via solenoid valves. Bitzer OS 74/85 Series, Mycom i- Series or equal. D. Motors: NEMA Premium Efficiency Motors, 1.15SF Motor (s) C-Flange, 3,300 ft elevation, 40C ambient, 460v/3p/60Hz, ODP, suitable for Solid State Soft Starter. E. Accessories: Suction check valve, Suction shut-off valve, Suction Strainer, Discharge shut-off valve, Discharge check valve with cold start pressure control. F. Oil Cooling / Separation System 1. Provide a complete thermosyphon oil cooling and separation system. 2. Combination Oil Separator: Horizontal type multi-stage oil separator with sump oil heaters, dual relief valve assembly, sight glasses, and access cover for replacement of internal coalescing elements. The separator shall be designed and constructed in accordance with ASME Section VIII, Div.1 for a minimum design working pressure of 300 PSIG. The separator shall be sized for full capacity of associated compressors. 3. Oil Cooling Heat Exchanger: Shall be plate and shell or shell and tube type heat exchanger. The heat exchanger shall be sized for full capacity of associated compressors. The oil side of heat exchanger shall include a 3-way thermostatic mixing Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-9 valve to maintain required oil temperature. See ice equipment schedule on drawings for design conditions. 4. Oil Filter: Package shall include dual oil filters (20 Micron) or a single oil filter with bypass. Provide one complete set of spare oil filters and O-rings/gaskets for owners use after warranty period. 5. Oil: Package shall come with complete charge of manufacturer approved oil. Provide (10) gallons of spare oil for owners use after warranty period. G. Wiring/Controls: All sensors, transducers, and controls necessary for a fully functioning system shall be wired to a central terminal box. See ice rink control system specification for additional requirements. H. Startup: Package shall be started up by a factory trained technician. Start up service shall include (2) eight-hour days of onsite service. The technician shall provide a complete start-up report and pre-start checklist. I. Post Start-Up Maintenance/Service: Following initial startup, at minimum the contractor shall perform the following manufacture recommended inspection/maintenance/service items and all other inspection/maintenance/service items recommended by the manufacture to maintain warranty: 1. At 100 hours or per manufacturers recommendations (whatever comes first), replace compressor oil filters. 2. At 500 hours or per manufacturers recommendations (whatever comes first), clean suction strainer. 3. At 500 hours or per manufacturers recommendations (whatever comes first), analyze oil. Oil shall be analyzed every 5,000 hours or annually (whatever comes first) thereafter throughout the warranty period. 4. At 500 hours or per manufacturers recommendations (whatever comes first), replace primary oil filter(s). J. Warranty: 24-month factory warranty on compressor package from compressor startup or 30 months from ship date of equipment. Warranty shall include all parts and labor. 2.07 THERMOSYPHON RECEIVER A. Approved Manufacturers: Chil-con, Henry Technologies, Wheeler Tank, H.A. Phillips, Midwest Tank Company, Cimco, or equal. B. Capacity: See Ice Equipment Schedule on drawings. C. Construction: Designed for minimum design parameters outlined in table below. Vessel shall be constructed and stamped per ASME Boiler and Pressure Vessel Code, Section VIII, Division 1 98E/99A. Shall be pass through design. Refrigerant Minimum Design Pressure Temperature Range R-717 250 PSIG -20 F to 250 F D. Accessories: Provide a dual relief valve assembly as specified and per code requirements. Provide all valves, piping and other related materials and accessories as necessary for a fully operational system. Name plate shall clearly display code compliance and capacity of vessel. E. Vessels shall be mounted on a factory constructed steel legs or frame system. F. Finish: Prepare exterior surface in accordance with SSPC-SP3 clean. Paint with one coat of primer and one coat of alkyd egg-shell enamel for exterior use. G. Rust inhibitor shall be used when hydro-testing system. Thoroughly dry vessel interior after hydro-testing and prior to filling system with refrigerant. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-10 2.08 CHILLER AND SURGE DRUM A. Approved Manufacturers: Chil-con or Henry Technologies, Standard Refrigeration Company, Cimco or equal. B. Design Parameters: See Ice Equipment Schedule on drawings. C. Shell and Head Construction: Steel pipe construction conforming to ASME Specifications AS- 53 Grade B, seamless or resistance welded; or rolled steel plate conforming to ASME SA-516 Grade 70 with electric fusion welds conforming to ASME Boiler and Pressure Vessel Code, Section VIII, Division 1. Minimum design ratings on flooded vessels shall be as follows: Refrig. Shell Side Pressure Tube Side Pressure Temperature Range R-717 250 PSIG 250 PSIG -20 F to 200 F D. Tube Construction: Item Flooded System Design Pressure & Temp See table above Tube Material Plain Steel Outside Diameter 0.750 inches Minimum Wall Thickness 0.065 inches Fouling Resistance 0.0005 hr x sf x F/BTU E. Surge Drum: Design conditions and material construction equal to the chiller. Surge drum shall be sized to provide adequate separation of the refrigerant vapors from the refrigerant liquid and shall provide adequate surge space. Risers shall be sized to allow adequate separation of the refrigerant vapors from the refrigerant liquid and shall be close coupled to the chiller vessel. Number of risers shall be as recommended by the manufacturer. F. Accessories: 1. Dual relief valve assembly as specified and per code requirements. 2. Name plate shall clearly display code compliance and capacity of vessel. 3. Site glasses on chiller vessel for monitoring refrigerant level. 4. System shall include all floats, valves, gauges, piping and other related materials and accessories as necessary for a fully operational system. 5. Adjustable level controller, column and float system: Provide an external column with a float switch for liquid make-up and a float switch for high level compressor shutdown. See specifications in Section 131814 – Ice Rink Piping Valves and Accessories. 6. Automatic level control: Provide automatic expansion valve system as specified in Section 131814 – Ice Rink Piping Valves and Accessories. G. Oil Pot System: 1. Provide an oil storage system including, but not limited to, oil receiver vessel, relief valves, stop valves, piping, designed for 300 psig working pressure and site glass. Oil pot shall have a design working pressure of 400 PSIG @ -20F to 400 F constructed in accordance with A.S.M.E. Section VIII Division 1, current edition and addenda, UW-12(e) & CSA B-51 codes. 2. Provide Owner with operation and maintenance procedure of oil return system and heater in the Operation and Maintenance manual. H. Vessels shall be mounted on a factory constructed steel frame system. The steel frame and vessels shall be shop painted with one coat of primer and one coat of alkyd egg-shell enamel. I. All vessels must meet state requirements for national board registration. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-11 J. Finish: Prepare exterior surface of all vessels in accordance with SSPC-SP3 Power Tool Cleaning or SSPC-SP10/NACE 2 Near-White Blast Cleaning. Paint with one coat of primer and one coat of alkyd egg-shell enamel for exterior use. K. Drip Pan: Provide a stainless steel drip pan under oil pot with integral drain. 2.09 PLATE AND FRAME HEAT EXCHANGERS A. Approved Manufacturers: Bell & Gossett or Alfa Laval B. Design Conditions: See Equipment List on Drawings. C. Construction and Materials: Welded ring gasket, fouling resistance of 0.0002 sf,h,F/Btu, countercurrent fluid direction, 1*64HG and 1*65HW channel arrangements, meets ASME vessel code and flange rating, test pressure 195 psi/325 psi, design pressure of 150 psig/250 psig, Alloy 316 SS plates. All vessels must meet state requirements for national board registration and ASME Section VII Div 1 w/U stamp and designed for specified fluid. D. Location Plate Material Plate Thickness Gasket Material Plate Mix Oil Cooling 316 SS 0.50 mm NITRILE HT TMTL-60 E. Accessories: 1. Provide a dual relief valve assembly as specified and per code requirements. 2. Provide all valves, gauges, piping and other related materials and accessories as necessary for a fully operational system. 3. Name plate shall clearly display code compliance and capacity of vessel. F. Vessels shall be mounted on a factory constructed steel frame system. The steel frame and vessels shall be shop painted with one coat of primer and one coat of alkyd egg-shell enamel. Color to match existing framework. 2.10 RINK PUMPS A. Approved Manufacturers: Aurora Series 340/360, Xylem Inc. Bell and Gossett Series e1510, Armstrong or equal. B. Design Parameters: See Ice Equipment Schedule on drawings. Motor size is based on the pump manufacturer listed in the schedule on the drawings. If the motor size increases due to the use of pump another manufacturer, the contractor is responsible for all changes associated with the motor size change at no additional cost to the Owner. C. Pump Construction and Materials 1. Centrifugal, end suction design, base mounted, single stage. Shall be serviceable without disconnecting to piping system. Pumps shall be capable of continuous operation without fault. Pump shall be rated at 175 psi. 2. Volute: Heavy-duty cast-iron conforming to ASTM A48, Class 30, integrally cast pedestal support. Provide drain and vent plugs. When calcium chloride (CaCl2) is specified as the secondary refrigerant or brine all surfaces in contact with the liquid shall have an epoxy coating. 3. Impellers: Enclosed type, cast bronze conforming to ASTM B584 (for glycol use only), vacuum cast, keyed to shaft with non-corrosive fasteners, statically and dynamically balanced. When calcium chloride (CaCl2) is specified as the secondary refrigerant or brine the impeller material shall be cast iron conforming to ASTM A48, Class 30 or stainless-steel conforming to AISI 316. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-12 4. Shafts: Carbon steel conforming to AISI C1045 machined and polished. Replaceable bronze sleeve conforming to ASTM B62. Maximum deflection of 0.002 inches at the seal face under a maximum load condition. Provide ANSI/OSHA-compliant coupling guard with slotted viewing window. When calcium chloride (CaCl2) is specified as the secondary refrigerant or brine the sleeve shall be stainless steel conforming to AISI 316 when using calcium chloride. 5. Bearings: Heavy duty, grease lubricated, regreasable, ball bearings with B10 minimum bearing life of 50,000 hours per AFBMA test procedures. Shall be replaceable without disconnecting pump from pipe system. 6. Seal Assembly: Material Glycol Systems Water Systems Elastomer EPR (Ethylene Propylene Rubber) Buna Rotating Face Silicon Carbide Carbon Stationary Face Silicon Carbide Silicon Carbide Hardware Stainless Steel Stainless Steel Spring 18-8-Stainless Steel 18-8-Stainless Steel Other Internal flushing capabilities Internal flushing capabilities Other Easily Inspected Easily Inspected Other Replaceable Replaceable 7. Wearing Ring: Material Glycol Systems Material Bronze ASTM Specification B62 Type Replaceable 8. Motor: Shall conform to the requirements of this Section. 9. Energy Rating. After January 27, 2020, all pump and motor assemblies shall be in compliance with the pump energy efficiency regulations by the U.S. Department of Energy. Provide all documents with the shop drawing submittal and as required for the Owner to apply for a rebate through the electrical utility. 10. Accessories: See Section on Ice Rink Piping, Valves, and Accessories and other requirements herein. 2.11 CONDENSER A. Approved Manufacturers: Baltimore Aircoil Company, Evapco, Imeco, or equal. B. Provide one (1) condenser system with design parameters listed on the Ice Equipment Schedule on drawings. See warranty in Section 1.5 of this specification. C. Material Construction (BAC PCC model): Induced draft design with air entry on four sides, heavy gauge G235 hot-dipped galvanized construction fan assembly built into pan with all moving parts factory mounted and aligned. Pan and fan constructed of heavy gauge G235 hot- dipped galvanized steel. D. Fan (BAC PCC Model): 1. Induced Draft Axial Fan forwardly curved, statically and dynamically balanced. Fan shall be mounted on steel shaft supported by heavy duty, self-aligning, relubricating bearing. Housing shall be cast iron and have curved inlet rings for efficient air flow and rectangular discharge cowels extending into pan for increased fan efficiency and to prevent water from entering the fans. V-belt fan drive sized not less than 150% of motor nameplate horsepower. Motor: Shall be oversized for dry operation and shall conform to the requirements of this Section. Motor shall be inverter duty type for operation with VFD. 2. Fan and motor shall be located in the dry entering stream. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-13 3. Variable Frequency Drive (VFD): Furnish and install VFD as specified in this section, for the fan motor. 4. Vibration Isolators: Provide galvanized vibration rails designed with 1-inch deflection. Vibration rails shall be manufactured by Air Master (612.719.8840) or equal. Provide flex connectors on all piping connections whether or not shown on the drawings. E. Coil: Material shall be 16-gauge steel pipe suitable for specified refrigerant and hot dipped galvanized after welded fabrication. Shall be rated at 280 PSIG working pressure and tested at 350 PSIG air pressure under water. The coil shall be designed for low-pressure drop with sloping tubes for free drainage of fluid. F. Water System and Eliminators: Shall include headers, Sch 40 PVC spray branches with distribution nozzles. All components and fasteners shall be made of non-corroding material and designed for easy removal and cleaning. Removable PVC drift eliminators shall have a minimum of three changes in air direction with hooked leaving edge. Drift loss shall be less than 0.001 percent of total water circulated. G. Corrosion Protection System: (PCC Models) Cold water basin shall be coated with Tri Armor Corrosion Protection System (a corrosion system that fully encapsulates the galvanized steel by a thermosetting hybrid polymer and polyurethane barrier) or equal. All other parts shall be G 235 galvanized steel. H. Water Pump: Shall meet all requirements of the Rink Pumps in this Section with the following exceptions: 1. Design Parameters: See Ice Equipment Schedule on drawings. 2. Shall be horizontal, base mounted or close coupled. I. Walkways, Ladders and Platforms 1. Furnish and install a complete, elevated, walkway/platform system for easy and safe access of equipment. The system shall include: a. External Ladders: Provide a ladder for each access panel and platform. Aluminum galvanized or stainless steel, fixed ladders with ladder extensions to access external platforms and top of cooling tower from adjacent grade without the need for portable ladders. Comply with 29 CFR1910.27. Provide extensions as needed to meet roof or slab elevation. Provide cage around ladder if required by OSHA, and other code requirements. b. External Access Door Platforms with Handrails: Aluminum, FRP, or galvanized steel bar grating at condenser access doors. c. Ladder Guard. Guard to restrict access to ladder. Aluminum, powder coated safety yellow. 63” in length. Manufacturer: Belt Conveyor Guarding, Canada or equal. J. Remote Sump 1. Approved Manufacturers: Steel tanks shall match manufacturer of condensers. Polyethylene tanks shall be manufactured by Indelco Plastics Corporation (612.925.5075), Industrial Plastics (800.877.4472) or equal. 2. Dimensions and volume shall be as shown on the drawings. 3. Steel sump tanks shall be heavy gauge galvanized steel with flanged, gasketed panel design and coated with corrosion protection system as specified in this Section. 4. Construction: Poly sump tanks shall be constructed of naturally polypropylene with minimum wall thickness of ¾ inches or thicker if recommended by the manufacturer for the application. Single internal bead/extrusions welded for outer seams. Flange design shall be "Flat-flange" type and steel girths covered with polypropylene girth covers welded to side walls, inlet/outlet triple bead welded. Provide additional structure support Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-14 as recommended by the manufacturer. Provide all necessary fitting, pipe connections and flanges. Tank shall be open on top. 5. Accessories: Strainer shall be hot dipped galvanized with large, perforated opening and an integral anti-vortexing hood to prevent air entrainment. Make up valve shall be large diameter of brass construction. Float shall be plastic, unsinkable and installed for easy adjustment. Provide a full removable ½ inch thick tank cover of like material, overflow and water piping, valves, and 2” drain connection with ball valve. K. Chemical Treatment System 1. Furnish and install a complete chemical water treatment system for the condenser system to control scale, corrosion, and biological growth. Provide all piping, valves, controls, wiring, meters, strainers, equipment, and chemicals required for a complete operating system. Interlock with water pump as necessary for automatic operation. 2. Approved water treatment company: Nalco Water. Contact Liz Tripi, Elizabeth.tripi@ecolab.com, 608-381-1374 3. Provide chemicals for one year for the prevention of scale, corrosion and biological growth. All chemicals must be compatible with the equipment materials used in the system and must meet or exceed all environmental requirements. Annual chemical cost information and name of suppliers must be submitted with the proposed chemical treatment system shop drawings. 4. Provide quarterly water testing for the duration of the warranty period. 5. Accessories: Furnish a pH cube kit as manufactured by HACH Cat. No. 12519 Phenol red. 6. Chemical treatment supplier to provide a passivation plan for the fluid cooler. 2.12 REFRIGERANT GAS MONITORING SYSTEM A. Approved Manufacturer: Bacharach (Pat McClernon, Control House Ltd. 952-746-3485), Calibration Technologies, Inc., Cool Air Mechanical, or equal B. Provide one (1) complete refrigerant gas monitoring system for the specified refrigerant. System shall continuously monitor for refrigerant leaks and meet ASHRAE 15 Standard current edition. C. System shall include: 1. One (1) Main Controller Panel mounted inside ice equipment room. 2. One (1) Remote Display Panel mounted outside main door to ice equipment room. 3. Sensors, strobes and audible devices as defined herein. 4. One (1) Uninterruptable Power Supply (UPS) to provide power for 20 minutes. D. Features: 1. Multi-zone detection with expandable capabilities. 2. Main Controllers and remote displays shall have a front panel display with backlit graphic LCD, system and alarm status indicators, and keypad. 3. Displays shall show zone specific refrigerant concentration for all sensors. 4. Four (4) SPDT relays contacts (minimum). 5. 4-20 mA analog output. 6. Sampling: Automatic and continuous or manual. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-15 7. Automatic reboot and system alarm reset after power failure. 8. Trend / Data Logging: Graphic display of trend data, alarm log and fault log. 9. NEMA 4X, UL-listed, CSA, IEC, IP66 enclosure. 10. Unit shall not require calibration for a minimum of 10 years. Provide manufacture’s verification. 11. Provide a silence and reset switch at the gas monitoring panel inside the refrigeration room as required by code. E. Sensors and transmitters 1. Approved type of sensors: a. Infrared transmitters and sensors with a sensing range of 25ppm to 10,000ppm. b. Electrochemical transmitters and sensors c. Solid state 2. Accuracy of +/- 5% of value. 3. Zero Drift: Less than 0.1% of full-scale. 4. Response time: less than 20 seconds 5. Linearity: +/- 1% of full-scale 6. Ranges: a. Provide ranges most suitable for the ranges specified in the table below except that one sensor in the ice equipment room must have a high range of 1,000 ppm. 7. Certification: ETL listed to UL standard. 8. Sensors shall be installed in the locations shown on the plans (if indicated) and in accordance with the table below. The exact locations shall be verified during construction. Location Sensor Type Quantity Ice Equipment Room Infrared/Electrochemical/SS 2 F. Alarm Settings 1. Alarm concentration levels shall be adjustable. Initial settings and sequences shall be in accordance with the table below. 2. Ammonia Concentration Description or Action 25 ppm 1. Notify Ice Rink Control System a. Notification sent to facility personnel 2. Controller to initiate the following alarm sequences per IIAR: a. Strobes and audible alarm in ice equipment room, vestibule and exterior door only activated 50 ppm 1. Notify Ice Rink Control System a. Notification sent to facility personnel 2. Controller to initiate the following alarm sequences: a. All strobes and audible alarms activated. This may be the same as 25 ppm. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-16 150 ppm 1. Notify Ice Rink Control System a. Notification sent to facility personnel. 2. Controller to initiate the following alarm sequences per IIAR: a. All strobes and audible alarms activated. b. Emergency purge ventilation system is activated. c. Send signal to fire alarm system. 250 ppm 1. Notify Ice Rink Control System a. Notification sent to facility personnel. 2. Controller to initiate the following alarm sequences per IIAR: a. All strobes and audible alarms activated. b. De-energize pumps, compressors, and normally closed automatic refrigerant valves that are not part of an emergency control system. G. Alarm Devices 1. Alarm devices shall be combination strobe lights and audible alarms. 2. Strobe light single color shall be selected by Owner. 3. Furnish and install as required by current state and local mechanical codes. 4. Device locations shall be as shown on the plans and in accordance with the table below. The exact locations shall be verified during construction. Location Alarm Device Quantity Inside Refrigeration Room Strobe & Audible 2 Outside Refrigeration Room Doors Strobe & Audible 2 Outside the Vestibule Strobe & Audible 1 H. Provide all necessary auxiliary equipment relays as required to operate strobes / audible devices, start emergency ventilation, shut down refrigeration system, fire alarm system notification, etc. I. Leak detector shall turn on exhaust fan even when control panel is powered off or not functioning. J. Connection from the emergency ventilation to the auxiliary relay will be by building electrical or mechanical contractor. K. Connection from the fire alarm system to the auxiliary relay will be by fire alarm contractor. L. Provide connection to ice rink control system for monitoring concentrations and alarms. 2.13 PRIMARY REFRIGERANT A. Furnish and install a complete operating charge of anhydrous ammonia (R-717) refrigerant to fill entire refrigeration system. The refrigerant charge shall meet the following chemical properties: 1. Ammonia: 99.999% minimum 2. Moisture (as H20): 10 ppm maximum 3. Oil: 1 ppm maximum 2.14 SECONDARY REFRIGERANT A. Ethylene Glycol Solution Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-17 1. Furnish and install a complete operating charge of 35% by volume of inhibited ethylene glycol and deionized water. The fluid shall be an industrial heat transfer fluid specifically designed for HVAC systems. 2. Approved Manufacturers: Dow Chemical Company Dowtherm SR-1, Texaco Texcool E100, or equal. 3. The solution shall have a factory mixed corrosion inhibitor or neutralizing agent and anti- foaming agent to minimize air entrainment. 4. The solution mixture shall meet the following parameters: Parameter 35% EG Specific Gravity @ 15F 1.064 Viscosity @15F 7.500 Freezing Point -1.5 F pH 8.0 to 9.2 Density @ 15F 66.37 lbs./cf Specific Heat @15F 0.828 BTU/lb. F Thermal Conductivity @15F 0.23 BTU/hr-SF 5. The deionized water shall conform to the following properties in maximum allowable concentrations: Calcium Carbonate Hardness 100 ppm Chlorides 25 ppm Sulfates 25 ppm B. Submit a product data sheet and MSDS sheet for the solution including the inhibitor and/or neutralizing agent. C. Provide a weather resistant tag on the fill valve for the system that includes description of fluid, freezing and burst point, total gallons of system, Material Safety Data Sheet reference and date of original charge. D. Provide certified test results for all solutions in systems. At minimum samples for the secondary refrigerant solution shall be drawn at the following times: 1. 3 months after start-up. 2. 11 months after start-up. 2.15 SIGNAGE A. Furnish and install legible permanent signs on the outside of all ice rink equipment mechanical room doors as detailed on the drawings and as follows: 1. All signs informative signs, emergency signs, charts and labels shall be in accordance with NFPA 704, ANSI/IIAR, ANSI Z535.2 and the International Mechanical Code. 2. For ammonia refrigerant, the NFPA 704 or Fire Diamond numbering shall be 3-3-0-blank (blue-red-yellow-white) or per current code requirements. 3. Provide all other signs required by code even if not shown on the drawings. B. Furnish and install signage, as detailed on the drawings, next to each strobe light and audible alarm. C. Furnish and install signage, as detailed on the drawings, next to each refrigeration system emergency stop button and ventilation enable switch. D. Furnish and install schematic drawing or panel giving directions for operation of the system per ASHRAE-15 paragraph 11.7. E. If Owner requires the format (font, size, colors, etc.) of the signage to match other signage in the facility, provide the format required by the Owner unless it does not meet code requirements. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-18 2.16 STORAGE RECEIVER A. Approved Manufacturers: Vilter Manufacturing Corporation, Chil-con, Bitzer, Henry Technologies, Wheeler Tank, H.A. Phillips, Midwest Tank Company, Cimco, or equal. B. Capacity: See Ice Equipment Schedule on drawings. C. Construction: Designed for minimum design parameters outlined in table below. Vessel shall be constructed and stamped per ASME Boiler and Pressure Vessel Code, Section VIII, Division 1 98E/99A. D. Refrig. Minimum Design Pressure Temperature Range R-717 250 PSIG -20 F to 250 F E. Accessories: Provide a dual relief valve assembly as specified and per code requirements. Provide a 2” diameter external steel site glass column with: welded caps; a minimum of three (3) 1-¼”-12 SPUD with 1-1/4” sight glasses; and two ¾” NPS connections to the vessel with shut-off valves. Provide all valves, piping and other related materials and accessories as necessary for a fully operational system. Name plate shall clearly display code compliance and capacity of vessel. F. Vessels shall be mounted on a factory constructed steel legs or frame system. G. Finish: Prepare exterior surface in accordance with SSPC-SP3 Power Tool Cleaning or SSPC- SP10/NACE 2 Near-White Blast Cleaning. Paint with one coat of primer and one coat of alkyd egg-shell enamel for exterior use. H. Rust inhibitor shall be used when hydro-testing system. Thoroughly dry vessel interior after hydro-testing and prior to filling system with refrigerant. 2.17 DIFFUSION TANK A. Approved Manufacturers: Exxon Mobil (Paxon 7000 Series by Indelco 800.486.6456 ext. 335, www.indelco.com), Snyder Industries Inc., ACO Systems, Poly Processing Company, or equal. B. Design Conditions: 1. See Ice Equipment List on drawings for capacity. 2. Provide 3-year warranty for defects in materials and workmanship and 1 year for fittings and accessories. C. Construction: 1. Upright, single wall, flat bottom, closed top. 2. Molded one-piece seamless construction according to ASTM D 1998. Virgin polyethylene resin and shall be Type I (cross-linkable polyethylene) or Type II (linear polyethylene) and shall be FDA or NSF 61 listed. 3. Shall be designed for chemical applications and specifically ammonia refrigerant storage. 4. Submit factory test report for verification of wall thickness, impact tests, hydrostatic tests, verification of materials and visual inspection. 5. Tanks shall be manufactured with a minimum of two lift lugs integrally molded into tank. 6. Tanks shall be marked to identify the product, date (month and year) of manufacture, capacity and serial number. D. Fittings and Accessories 1. Provide all necessary fittings and accessories required for the layout and function of the tank. 2. Double bolted 150-pound flange fittings required for fittings 2 inches and larger below liquid level. Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-19 3. Drain fitting and PVC ball valve at lowest possible point. Provide siphon tube to improve drainage capability. 4. Vents and vent line for atmosphere pressure and pressure during filling of tank for proper ventilation complying with OSHA and other requirements. 5. Ammonia sparger tube. 6. Provide flange connections and adapters as required for connecting equipment, piping, relief inlets and outlets, etc. 7. 18-inch threaded manway with 15-inch access. No vent. 8. Integrally molded gallonage marks on side of tank. 9. 1” flange connection on top of tank for make-up water connection. PART 3 - PART 3 - EXECUTION 3.01 EQUIPMENT INSTALLATION A. All equipment shall be installed per manufacturer's requirements. B. All equipment bases shall be bolted down and filled with concrete unless otherwise specified or noted. Adjust level of concrete as required to provide access to anchor bolts for compressors, motors, etc. C. All equipment shall be installed and designed such that vibration is minimal and meets acceptable limits. If the amount of vibration is in question, the Contractor shall be responsible for hiring a certified, experienced vibration company to perform the necessary test. A certified test report shall be submitted to the Engineer. If results are not satisfactory, the Contractor shall be responsible for correcting the problem and retesting for vibration as previously specified. D. Connect cold water make-up line to remote sump. Provide drain line, valves, etc. as shown on the drawings. E. All meters, gauges, and readouts shall be mounted at eye level. F. All equipment, vessels, and tanks shall be fully supported with a structural steel framing system anchored to the wall and floor and not to the roof structure unless otherwise approved. G. Tanks. If tanks (for example, sump, water, diffusion, expansion, etc.) do not fit through existing or proposed door opening, make all necessary accommodations, including removal and replacement of door(s) and wall(s) for required access. 3.02 VARIABLE FREQUENCY DRIVES (VFD) A. Provide start-up services by a certified representative of the manufacturer. 3.03 MOTORS A. Provide motor circuits as required by NFPA 70 including a motor grounding conductor. B. Testing: 1. Voltage and current measurements shall be performed on all motor driven equipment to confirm that the voltage and current is within the operating range of the motor and the nameplate rating. 2. Perform an insulation resistance test or megger test on each 460-volt motor by applying 500 Vdc phase to ground on each phase for 10 minutes with readings taken at the end of one (1) minute and ten (10) minutes. Minimum acceptable reading is 5 megaohms. 3.04 CONDENSER SUPPORTS A. Mount condenser in location and on supports as shown on the drawings. All supports including, but not limited to, beams, columns, roof curbs, etc. and all related fasteners, bracing, etc. shall Woodmans Sports and Convention Center Janesville, WI Ice Rink Refrigeration System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 12-20 be furnished and installed by the ice rink contractor unless specifically noted otherwise. Supports shall be provided as necessary for the installations whether or not shown on drawings. If the bottom of the condenser is more than 2'-6" above the roof, ground, or slab, furnish and install a rigid galvanized steel screen across the entire bottom of the unit for protection. The cost of this work shall be incidental to the project costs. 3.05 ELECTRICAL A. Provide all electrical work necessary for a complete, operational ice system. All work shall meet the required electrical codes for the Project's location. A licensed electrician shall perform all electrical work. The main electrical feed for each piece of equipment shall be routed beneath the floor slab, not overhead. B. Locate the Emergency Remote Control button(s), protective case(s), audible alarm(s) and strobe light(s) outside the ice mechanical room at a distance from the entrance door(s) to the ice mechanical room as required by code. Locate other strobe lights and audible alarm assemblies were shown on the drawings and as required by code. 3.06 REFRIGERANT GAS MONITORING SYSTEM A. Monitoring and display units shall be mounted at eye level. B. Recalibrate unit at both the unit and each sensor after final completion of project. Provide verification that the unit has been calibrated. Provide calibration and test kits from the manufacturer as required to calibrate the unit per manufacturers recommendations and as specified. 3.07 PAINTING AND FINISHES A. All structural supports and framing shall be painted with one coat of primer and one coat of alkyd egg-shell enamel. B. Touch up paint on all equipment, vessels, supports and exposed pipes after project is complete. C. Provide additional touch up paint for equipment and vessels for Owners use. D. Touch up damaged galvanized coatings and corrosion protection systems on condenser and remote sump. 3.08 CLEANING A. Clean and vacuum all debris from inside the Motor Control Center and all other electrical enclosures. Do not use compressed air to clean out panel. B. Thoroughly clean equipment of all temporary protective coatings and foreign material prior to assembly of erection. C. After project completion thoroughly clean all equipment and piping systems. 3.09 START UP AND SHUTDOWN SERVICES A. See Section 131811 - Ice Rink General Requirements. END OF SECTION 131812 Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-1 SECTION 131817 ICE RINK CENTRAL CONTROL SYSTEM PART 1 - GENERAL 1.01 SECTION INCLUDES A. This section includes labor, materials, equipment, skills and related services necessary to furnish and install an ice rink control system (IRCS) for the ice rink refrigeration system. B. General Requirements C. General System Description and Design Criteria D. References E. Submittals F. Warranty G. Products, Delivery, Storage and Handling Requirements H. Products I. Execution / Performance 1.02 RELATED SECTIONS A. Division 0, Division 1, General and Supplemental Conditions B. Section 131811 – Ice Rink General Requirements C. Section 131812 – Ice Rink Refrigeration System D. Section 131815 – Ice Rink Waste Heat Recovery Systems E. Drawing Sheets show locations and quantities of equipment for the refrigeration system. 1.03 GENERAL REQUIREMENTS A. All work of this Division shall be coordinated and provided by the single Ice Rink Control System (IRCS) Contractor. B. The work of this Division shall be scheduled, coordinated and interfaced with the associated work of other trades. Reference the other Division 13 Sections for details. C. The work of this Division shall be as required by the Specifications, Point Schedules and Drawings. D. If the IRCS Contractor believes there are conflicts or missing information in the project documents, the Contractor shall promptly request clarification and instruction from the Engineer. E. Provide connection points to collect and manipulate data from power monitoring device specified in Section 13 18 12 Ice Rink Refrigeration System. F. The IRCS Contractor is responsible for the design of the control system. G. The refrigeration system shall have sufficient manual controls to allow the system to operate without the computer control system if the computer control system fails. 1.04 GENERAL SYSTEM DESCRIPTION AND DESIGN CRITERIA A. The Ice Rink Control System (IRCS) shall be a complete system to operate the ice rink refrigeration system and all its functions and monitoring requirements and include the following: 1. An 18” (minimum size) touch screen microprocessor control system to control and manage the refrigeration system and all its components, functions and alarms. 2. The capability of remote access through an Owner provided data/phone circuit. Contractor to supply phone line to unit. Owner will supply any data lines require for connection with building management, energy management or IT systems. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-2 3. Provide all control and monitoring points and alarms to the Building Management System (BMS) or Energy Management System (EMS) as specified under Section 25 09 93 BAS Sequence of Operation. B. The work of the single IRCS Contractor shall be as defined individually and collectively in all Sections of Division 13 of these specifications together with the Drawings. C. The IRCS work shall consist of the provision of all labor, materials, tools, equipment, software, software licenses, software configurations and database entries, interfaces, wiring, tubing, installation, labeling, engineering, calibration, documentation, samples, submittals, testing, commissioning, training services, permits and licenses, transportation, shipping, handling, administration, supervision, management, insurance, temporary protection, cleaning, cutting and patching, warranties, services, and items, even though these may not be specifically mentioned in these Division documents which are required for the complete, fully functional and commissioned IRCS. D. Provide a complete, neat and workmanlike installation. Use only manufacturer employees who are skilled, experienced, trained, and familiar with the specific equipment, software, standards and configurations to be provided for this Project. E. The IRCS shall be integrated with the refrigeration system’s specified motor control center (MCC) and shall be located in a wall mounted, NEMA rated, steel enclosure. 1.05 REFERENCES A. In addition to the references listed in Section 131811 - Ice Rink General, all work shall conform to the following Codes and Standards, as applicable: 1. National Fire Protection Association (NFPA) Standards. 2. National Electric Code (NEC) and applicable local Electric Code 3. Underwriters Laboratories (UL) listing and labels. 4. UL 864 UUKL Smoke Control 5. UL 268 Smoke Detectors. 6. UL 916 Energy Management 7. NFPA 70 - National Electrical Code. 8. NFPA 90A - Standard For The Installation Of Air Conditioning And Ventilating Systems. 9. NFPA 92A and 92B Smoke Purge/Control Equipment. Factory Mutual (FM). 10. American National Standards Institute (ANSI). 11. National Electric Manufacturer’s Association (NEMA). 12. American Society of Mechanical Engineers (ASME). 13. American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) [user note: add ASHRAE 62 IAQ as applicable]. 14. Air Movement and Control Association (AMCA). 15. Institute of Electrical and Electronic Engineers (IEEE). 16. American Standard Code for Information Interchange (ASCII). 17. Electronics Industries Association (EIA). 18. Occupational Safety and Health Administration (OSHA). 19. American Society for Testing and Materials (ASTM). 20. Federal Communications Commission (FCC) including Part 15, Radio Frequency Devices. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-3 21. Americans Disability Act (ADA) 22. ANSI/EIA 909.1-A-1999 (LonWorks) 23. ANSI/ASHRAE Standard 195-2004 (BACnet) B. In the case of conflicts or discrepancies, the more stringent regulation shall apply. C. All work shall meet the approval of the authorities having jurisdiction at the project site. D. Definitions: 1. EMS – Energy Management System 2. BMS – Building Management System 3. DDC – Direct Digital Control 4. IRCS – Ice Rink Control System 1.06 SUBMITTALS A. Shop Drawings. All submittals shall conform to the requirements of General Conditions and Section 131811 - Ice Rink General Requirements. B. The IRCS contractor shall submit a list of all shop drawings with submittals dates within 45 days of contract award from City to Ice Rink Contractor. C. Submittals shall be in defined packages. Each package shall be complete and shall only reference itself and previously submitted packages. The packages shall be as approved by the Engineer for Contract compliance. D. Equipment and systems requiring approval of local authorities must comply with such regulations and be approved. Filing shall be at the expense of the IRCS Contractor where filing is necessary. Provide a copy of all related correspondence and permits to the Owner. E. Prepare an index of all submittals and shop drawings for the installation. Index shall include a shop drawing identification number, Contract Documents reference and item description. F. The IRCS Contractor shall correct any errors or omissions noted in the first review. G. At a minimum, submit the following: 1. IRCS network architecture diagrams including all nodes and interconnections. Include future/existing BMS/EMS connection. 2. Systems schematics, sequences and flow diagrams. 3. Points schedule for each point in the IRCS, including: Point Type, Object Name, Expanded ID, Display Units, Controller type, and Address. 4. Samples of screen menus. 5. Details of all IRCS interfaces and connections. 6. Product data sheets or marked catalog pages including part number, photo and description for all products including software. 1.07 RECORD DOCUMENTATION A. Provide the following information in addition to the requirements of Section 131811 - Ice Rink General Requirements. 1. Operation and Maintenance Manuals a. Three (3) hard copies and three (3) electronic copies of the entire Operation and Maintenance Manuals shall be provided to the Engineer upon completion of the Project. Include the following for the IRCS: 1) Table of contents. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-4 2) As-built system record drawings. Computer Aided Drawings (CAD) record drawings shall represent the as-built condition of the system and incorporate all information supplied with the approved submittal. 3) Manufacturer’s product data sheets or catalog pages for all products including software. 4) System and Software Operator’s manuals. 5) Archive copy of all site-specific databases and sequences. 6) IRCS and BMS network diagrams. 7) Interfaces to all third-party products and work by other trades. 8) Operating license for all software. b. The Operation and Maintenance Manual electronic copy shall be self-contained, and include all necessary software required to access the product data sheets. A logically organized table of contents shall provide dynamic links to view and print all product data sheets. Viewer software shall provide the ability to display, zoom, and search all documents. 1.08 WARRANTY/GUARANTY A. As required in Section 131811 - Ice Rink General Requirements. B. Provide as-built drawings to include a board and points list for the system. C. The Ice Rink Control Contractor must furnish 8 hours of checkout and walk thru time at refrigeration start up with the Owners personnel. D. Contractor shall assure all warranties and extended warranties are properly filed for all systems and equipment. A copy of all warranties shall be inserted in the Operation and Maintenance Manuals. 1.09 PRODUCT DELIVERY, STORAGE AND HANDLING REQUIREMENTS A. As required in Section 131811 - Ice Rink General Requirements. 1.10 QUALIFICATIONS A. As evidence and assurance of the contractor’s controls subcontractor’s ability to construct the project, the control subcontractor must have successfully completed the design, programming and installation of five (5) ice rink control systems similar to this project within the past five (5) years. PART 2 - PRODUCTS 2.01 APPROVED MANUFACTURERS A. Control systems by Alerton by NAC (651.490.9869, www.nac-hvac.com),Tridium-Vykon by Total Mechanical Services, Inc. (651.768.9367, www.totalmech.com) Cimco SmartHub and Distech, WAGO, or equal manufacturer. 2.02 GENERAL A. Furnish and install a complete ice rink control system (IRCS) including all controllers, alarm devices, enclosures, transformers, sensors, transducers, boards required for a complete monitoring system. B. Provide an uninterruptible power supply (UPS) that provides 20-minute run time during a power failure. The purpose of this system is to allow the system to run long enough to send out alarms. 2.03 CONTROLLERS A. Alerton Visual Logic Controller (VLC) or equal. Furnish and install all cards and boards required. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-5 B. Provide remote monitoring capabilities. C. All panels and devices must utilize BACnet ANSI/ASHRAE Standards 135-2004, as required to interact with the existing/future BMS/EMS, on a single building level network. D. Provide web accessible graphic monitoring and control system. All system access shall be compatible with standard, current web browsers. 2.04 GRAPHICAL USER INTERFACE (GUI) A. The Graphical User Interface shall allow the operator to view, configure, and edit values from multiple controllers. The GUI shall be completely programmable and shall be wall mounted. B. Operator interface shall be via a wall mounted touch screen display with ASHRAE standard user definable graphical icons associated with any displayed variable. C. Variables such as alarms, trends, set points, analog and digital values may be displayed and/or edited using the GUI. D. The GUI shall be menu based displaying a minimum of 16 menus. Menus shall be arranged logically E. The graphics shall provide a visual representation of the ice rink, refrigeration system and equipment with associated hardware point’s locations displayed symbolically and monitoring inputs shown. 2.05 OTHER SYSTEMS A. ICRS shall communicate with the refrigerant gas monitoring system, power monitoring device, ventilation system, building management system and fire alarm system. See Section 131813 – Ice Rink Refrigeration System. 2.06 ENCLOSURES A. Furnish and install all required enclosures. Furnish and install weatherproof enclosures for exterior equipment such as the condenser. Seal all unused knockout holes with silicon sealant. Label enclosure. 2.07 SENSORS AND TRANSDUCERS A. Approved Manufacturers: Rochester Gauges, Inc., Computer Process Controls, Inc., Ashcroft Inc., Kele Inc., Omega, JW Instruments, ACI, SETRA, or equal. B. Furnish and install all sensors, transducers and all other devices required to control and monitor systems. C. Scale on sensors shall be as specified in the contract drawings for monitoring devices. If not specified, shall be typical of similar systems. D. Temperature Sensor Accuracy. The following point types (and the accuracy of each) are required, and their associated accuracy values include errors associated with the sensor, lead wire, and A to D conversion: Point Type Accuracy Glycol (warm or cold) + .5oF Ice/Subfloor Temperature + .5oF All Others + .5oF E. Resistance Temperature Detectors (RTD) Assemblies: 1. RTD: Single Element, platinum, 3 wire, Tolerance Class A, 316 stainless steel sheath. Length to be at approximately 10% longer than radius of pipe. 2. Temperature Ranges: a. Return brine/glycol: 0-50F Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-6 b. Others: As required. 3. Spring loaded. 4. NPT stainless steel hex nipple. 5. Aluminum screw cover head – NEMA 4X rated. F. Thermowell: 1. Shall be standard duty threaded (NPT), 304 stainless steel, NPT size as required to accommodate RTD or other devices. 2. When thermo wells are required, the sensor and well shall be supplied as a complete assembly, including wellhead and Greenfield fitting. 3. Thermo wells shall be pressure rated and constructed in accordance with the system working pressure. G. Transducers 1. Replace the adjustable transducers that come with the Bitzer screw compressors and others, and replace with a valve and fixed transducer on each gauge port. 2.08 LOW VOLTAGE CABLE A. Cable: Shall be level-4, twisted pair, stranded and shielded. B. Wire: Shall be 22 AWG, 0.65 mm diameter. C. Loop Resistance: 106 ohms/km D. Capacitance: 49 nf/km 2.09 CABLE FOR SENSORS, TRANSDUCERS AND CONTROL RELAY A. Temperature Sensors and 2 Wire Inputs Sensors: (Dry contact, 4-20 ma, and low voltage): 2- wire input sensor cable shall be 2 conductor, stranded, shielded, twisted, PVC jacketed 22 AWG, (Belden #8761 or equiv.). Cable runs over 800 feet shall be a minimum of 18 AWG. B. Control Relays (low voltage or dry contact only): Cable shall be 2 conductors, stranded, twisted, PVC jacketed 18 AWG cable, (Belden #8461 or equiv.). C. Pressure Transducers: Cable shall be 3 conductors, stranded, shielded, twisted, PVC jacketed 22 AWG, (Belden #8771 or equiv.). Cable runs over 800 feet shall be a minimum of 18 AWG. 2.10 CONDUIT A. Cable: General: Conduit for all high voltage, low voltage, and communication connections must be run and connected in accordance to meet current electrical code standards. B. High Voltage Connections: 1. Separate conduit shall be run from each refrigeration/HVAC controller, IRLDS-II panels, Input/output boards, and control boards to each respective enclosure or panel housing their source of power. Conduit will not be necessary if equipment is mounted directly to enclosure housing source of power providing electrical couplings are fitted to link enclosures permitting enough room to supply power wires to equipment. C. Low Voltage Connections: 1. Controllers: Separate conduit will be run to connect any Alerton VLC, or equal controllers where by the units are separated from each other in different rooms. Conduit will be labeled at each end as “echelon net and/or 485 com” and to what controller opposite end of conduit leads to. 2. Input / output boards: Separate conduit will be run to connect any enclosures housing I/O and/or controller boards where communication wires are needed to link each other through an area outside of the building structure ensuring no communication wires are Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-7 left exposed to outside air. Conduit will be labeled at each end as to what I/O board and/or controller the opposite end of conduit leads to. 3. Sensors: Separate conduit per island or dual-temp case shall be run in slabs from equipment enclosure housing respective I/O boards of each case to enclosed area of case. Conduit shall be labeled with case or I/O board number on each end of conduit. 2.11 LABELS A. All components, devices and cables shall be identified with printed labels. Labels shall include name of equipment, unit numbers, identify associated equipment and devices. B. Cables shall have labels at each end. C. Input and Output relays, digitals controls shall be labeled with control description. D. Alarms shall be labeled as “out alarms” or “in alarms”. 2.12 ALARM LIGHT AND STROBE A. Furnish one (1) alarm strobe light with time delay button. PART 3 - EXECUTION / PERFORMANCE 3.01 GENERAL INSTALLATION A. Installation shall be in accordance with manufacturers recommendations. 3.02 SENSOR AND TRANSDUCER INSTALLATION A. All sensors and transducers are to be mounted in an appropriate location. All pressure transducers must be mounted in an upward vertical position and accessible for adjustment. All sensors and transducers are to be properly setup through software and hardware. 3.03 WIRE INSTALLATION A. No cable will be run in the same conduit as line voltage wiring. B. All cables can be run exposed whenever permitted by code, and shall be secured in such a manner so that it is not visible from the floor. C. Communications cables connecting boards shall be run from board to board in a logical daisy chained fashion with no breaks, or star configurations. 3.04 GAS MONITORING SYSTEM CONNECTIONS A. Connect gas monitoring system unit outputs to IRCS for alarming and monitoring functions. B. An alarm strobe light and bell with time delay button shall be mounted by the controller. C. Furnish and install one dry contact pushbutton. Mount switches to the outside of alarm panel. Label one switch as "Sign Override". D. Settings shall enable alarms to stay "on" if system fails. E. Program all necessary set points, parameters, and alarm settings for proper operation. 3.05 ALARMS A. All alarm parameters must be programmed and fine-tuned at time of product delivery. B. Owner must be notified of all alarms through email and text messages. C. Connect ice system controls to automatic dialer system, specified in Section 131812 – Ice Rink Refrigeration System, for alarm notifications. D. Outside alarms must be tested in the present of Owner’s representative. E. All alarms and settings identified herein are recommended guidelines for initial system setup. These settings shall be fully adjustable. F. The following alarms and Set Points shall be established. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-8 1. Compressor high discharge pressure - 200 psi 2. Compressor high discharge temperature - 300ºF 3. Compressor low suction pressure - 10 psi 4. Compressor high oil temperature - 150ºF 5. Compressor low oil temperature - 90ºF 6. Compressor low oil net pressure - 15 psi (net = oil pressure – suction pressure) 7. Glycol return high temperature - 24ºF 8. Heat recovery water heater high water temperature - 150ºF 9. Emergency bypass/crossover solenoid valve activation - 235psi 10. Refrigeration system power failure. G. The following equipment shall be monitored for status/current after a start command has been given. Alarms shall be recorded and require manual user reset when the current monitoring has identified that the equipment is not operating. 1. Compressors 2. Glycol pumps 3. Evaporative Condenser fan and water pump 4. Snowmelt pump 5. Subfloor pumps H. The following alarms shall be recorded and automatically de-energize the associated compressor. When the alarms are cleared, the user must manually reset alarms through on- site access or remote access to bring associated compressors back into operation. 1. Compressor high discharge pressure. 2. Compressor low suction pressure. 3. Compressor high discharge temperature. 4. Compressor high oil temperature. 5. Compressor low oil pressure (net). 6. Start failure (MCC failure for motor overload, phase loss, etc.) I. The following alarms shall be recorded and automatically de-energize all compressors. When the alarm condition is cleared, the compressor shall automatically reset. The alarm shall remain in a latched state for operator to identify that alarm occurred. 1. Chiller flow switch 2. Emergency stop activated 3. Refrigerant leak detection activation 3.06 CABLE FOR SENSOR, TRANSDUCERS, AND CONTROL RELAY INSTALLATION A. No cable will be run in the same conduit as line voltage wiring. B. All cables can be run exposed whenever permitted by code, and shall be secured in such a manner so that it is not visible from the floor. C. Cables with multiple conductors to accommodate more than one sensor can be utilized for island and dual-temp cases only, providing all limitations are met through specifications for each sensor connected. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-9 D. Cables for input sensors shall be run with no breaks or splices from the I/O board to sensors wires. Use wire butt connector. Do not use wire nuts. E. Cables for control relays shall be run with no breaks or splices from the I/O board to termination on points of relay. 3.07 PENETRATIONS A. Provide fire stopping for all penetrations used by dedicated BMS/EMS conduits and raceways. B. All openings in fire proofed or fire stopped components shall be closed by using approved fire resistive sealant. C. All wiring passing through penetrations, including walls shall be in conduit or enclosed raceway. D. Penetrations of floor slabs shall be by core drilling. All penetrations shall be plumb, true, and square. 3.08 GENERAL POINTS LIST A. The IRCS shall, at minimum, monitor the following system points and points necessary for a complete control system as describe in this section. B. Points Type Legend: 1. AI – Analog Input 2. AO – Analog Output 3. BI – Binary Input 4. BO – Binary Output GENERAL Description Function Units Input/ Output Type Outdoor Air Temperature Monitor Degree F Input AI Outdoor Relative Humidity Monitor % Input AI Refrigeration System Power Status Monitor On/Off Input BI Power Usage (Electric Submeter) Monitor/ Logging KWH Input System Enable Switch Monitor On/Off Input Spare Spare ALARMS AND SAFETIES Description Function Units Input/ Output Type Refrigeration System Emergency Stop Control On/Off Input BI Leak Detection Refrigerant Level Monitor PPM Input AI Leak Detection Alarm Level 1 Monitor Input BI Leak Detection Alarm Level 2 Monitor Input BI Leak Detection Alarm Level 3 Monitor Input BI Leak Detection Alarm Level 4 Monitor Input BI Chiller Flow Switch Monitor Input BI Condenser fan fails to run Monitor Input BI Spare SOLENOID VALVES Description Function Units Input/ Type Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-10 Output Chiller King Solenoid Valve Control Open/Closed Output BO Bypass/Crossover Solenoid Valve Control Open/Closed Output BO Compressor Only Enabled Solenoid Valves Control Open/Closed Output BO Water Preheat System Solenoid Valve Control Open/Closed Output BO COMPRESSORS Description Function Units Input/ Output Type Compressor Common Discharge Pressure 1 Monitor PSI Input AI Compressor Common Discharge Pressure 2 Monitor PSI Input AI Compressor 1 Oil Temperature Monitor Degree F Input AI Compressor 1 Oil Pressure Monitor PSI Input AI Compressor 1 Discharge Pressure Monitor PSI Input AI Compressor 1 Suction Pressure Monitor PSI Input AI Compressor 1 Command Control On/Off Output BO Compressor 1 Status Monitor Amps Input AI Compressor 1 Stage 1 Loading Control On/Off Output BO Compressor 1 Stage 2 Loading Control On/Off Output BO Compressor 2 Oil Temperature Monitor Degree F Input AI Compressor 2 Oil Pressure Monitor PSI Input AI Compressor 2 Discharge Pressure Monitor PSI Input AI Compressor 2 Suction Pressure Monitor PSI Input AI Compressor 2 Command Control On/Off Output BO Compressor 2 Status Monitor Amps Input AI Compressor 2 Stage 1 Loading Control On/Off Output BO Compressor 2 Stage 2 Loading Control On/Off Output BO Compressor 3 Oil Temperature Monitor Degree F Input AI Compressor 3 Oil Pressure Monitor PSI Input AI Compressor 3 Discharge Pressure Monitor PSI Input AI Compressor 3 Suction Pressure Monitor PSI Input AI Compressor 3 Command Control On/Off Output BO Compressor 3 Status Monitor Amps Input AI Compressor 3 Stage 1 Loading Control On/Off Output BO Compressor 3 Stage 2 Loading Control On/Off Output BO Oil Pressure Filter Sensor (Pre-filter) for screws Monitor PSI Output Oil Pressure Filter Sensor (Post-filter) for screws Monitor PSI Output Spare EVAPORATIVE CONDENSER Fan Command Control On/Off Output BO Fan Status Monitor Amps Input AI Fan Speed Control (VFD) Control Output AO Water Pump Command Control On/Off Output BO Water Pump Status Monitor Amps Input AI Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-11 Spare ICE RINK Description Function Units Input/ Output Type Glycol Supply Temperature Common Monitor Degrees F Input AI Glycol Return Temperature 1 (Rink 1) Monitor Degrees F Input AI Glycol Return Temperature 2 (Rink 2) Monitor Degrees F Input AI Rink Floor Temperature 1 (Rink 1) Monitor Degrees F Input AI Rink Floor Temperature 2 (Rink 1) Monitor Degrees F Input AI Rink Floor Temperature 1 (Rink 2) Monitor Degrees F Input AI Rink Floor Temperature 2 (Rink 2) Monitor Degrees F Input AI Subfloor Temperature 1 (Rink 1) Monitor Degrees F Input AI Subfloor Temperature 2 (Rink 1) Monitor Degrees F Input AI Subfloor Temperature 1 (Rink 2) Monitor Degrees F Input AI Subfloor Temperature 2 (Rink 2) Monitor Degrees F Input AI RINK PUMPS Description Function Units Input/ Output Type Rink Pump 1 Command Control On/Off Output BO Rink Pump 1 Status Monitor Amps Input AI Rink Pump 1 Speed Control (VFD) Control Output AO Rink Pump 2 Command Control On/Off Output BO Rink Pump 2 Status Monitor Amps Input AI Rink Pump 2 Speed Control (VFD) Control Output AO Rink Pump 3 Command Control On/Off Output BO Rink Pump 3 Status Monitor Amps Input AI Rink Pump 3 Speed Control (VFD) Control Output AO HEAT RECOVERY SYSTEMS Description Function Units Input/ Output Type Snowmelt Pump Command Control On/Off Output BO Snowmelt Pump Status Monitor Amps Input AI Snowmelt Return Temperature Monitor Degrees F Input AI Snowmelt Supply Temperature Monitor Degrees F Input AI Subfloor Pump 1 Command Control On/Off Output BO Subfloor Pump 1 Status Monitor Amps Input AI Subfloor Supply Temperature 1 Monitor Degrees F Input AI Subfloor 3-Way Valve 1 Control Output AO Subfloor Pump 2 Command Control On/Off Output BO Subfloor Pump 2 Status Monitor Amps Input AI Subfloor Supply Temperature 2 Monitor Degrees F Input AI Subfloor 3-Way Valve 2 Control Output AO Water Preheat Temperature 1 (ALTERNATE BID 6) Monitor Degrees F Input AI Water Preheat Temperature 2 (ALTERNATE BID 6) Monitor Degrees F Input AI Water Preheat Temperature 3 (ALTERNATE BID 6) Monitor Degrees F Input AI Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-12 3.09 SEQUENCE OF OPERATION A. The following is a general sequence of operation to familiarize the control system developer/supplier with the functions and controls of the ice system. It may not be comprehensive sequence or list and may be modified throughout the project. B. All temperatures and pressure settings identified herein are recommended guidelines for initial system setup. These settings should be adjusted during system operation to achieve optimum system performance. C. Compressors 1. Compressor Lead/Lag. a. The three (3) compressors shall rotate lead / lag positions based on operator sequence selection to rotate order of operation. The following compressor sequences shall be used. Lead Position Lag Position Standby Position 1 2 3 2 3 1 3 1 2 2. Compressor Operation a. Compressor operation is controlled by secondary refrigerant temperature returning from rink floor based on operator adjustable Set Point (SP). b. Lead / Lag compressors shall be energized in accordance with the SP offsets in the table below. SP offsets shall be operator adjustable. Compressor ON (ºF) OFF (ºF) Lead SP + 1º SP - 1º Lag SP + 2º SP - 1º c. Lag compressors shall not be energized until the SP offset has been reached and the lead compressor has been operating fully loaded for 10-minutes. d. If the lead compressor fails to start, the lag compressor shall be energized within 2- minutes of the failure. e. The standby compressor shall be automatically enabled if the lead or lag compressor are locked out on start fail or can be enabled manually in an emergency once the lead and lag compressors are enabled. 3. Compressor loading shall be fully adjustable with initial settings as follows: a. Stage 1 loading will occur 1-minute after compressor start. b. Stage 2 loading will occur 2-minutes after compressor start. D. Heat Reclaim System 1. Snow Melting a. Pump on and solenoid valve open when compressors are running. 2. Subfloor Heating a. With subsoil temperature sensors: Pump on when compressors are running and subsoil temperature is less than 40º (F). If glycol temperature is less than 55º (F), Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-13 the three-way valve shall modulate warmer glycol from the snow melt piping loop into the subfloor heat loop. Pump shall turn off when subsoil temperature reaches 45º (F). 3. Preheat Domestic and Resurfacer Water (ALTERNATE BID 6) a. Solenoid valve opens when compressors are running and water temperature inside heat recovery water heater is less than 140ºF. E. Condenser 1. Controlled by compressor discharge head pressure downstream of the pressure regulating valve. Condensing pressure shall be controlled by a combination of the fan and water pump to maintain the specified condensing temperature. Add ambient air sensor to assure water pump does not operate at very low air temperatures (0F, etc.) to avoid freeze up of unit. Typical set points are as follows. The fan speed is regulated by VFD. Initial fan and water pump set points are as follows: Operation Discharge Pressure (psi) Fan ON @ min. speed 145 Fan ON @ max. speed 165 Water Pump ON 175 Water Pump OFF 150 Fan OFF 135 2. Provide two modes of operation. a. Winter mode: Condenser fan leads and water pump follows. b. Summer mode: Water pumps leads and condenser fan follows. Fans to shut off first as pressure decreases. c. Provide an automatic switchover mode between winter and summer modes. When this mode is enabled, if the temperature falls below the User setpoint, the control switches to winter mode. F. Chiller 1. The level of refrigerant in the chiller vessel is controlled by: a. A solenoid valve (king valve) as described below. b. An automatic expansion valve regulated by the specified adjustable level controller that is mounted on the liquid refrigerant column. c. A high-level float switch shall be wired in series with the solenoid valve (king valve) to close the solenoid valve if the maximum set level in the chiller is reached. G. Rink Pumps 1. Continuously running. Pump speed regulated by VFD based on operator adjustable Set Point (SP) for the ice rink floor temperature as measured by the rink floor sensors. One pump should always operate at 100%. H. Solenoid Valves: 1. King Valve for Chiller Vessel: a. This valve allows refrigerant to pass from the high-pressure receiver to the chiller vessel. b. This valve shall be enabled with any one or more compressors are running. Woodmans Sports and Convention Center Janesville, WI Ice Rink Central Control System Project No. 900-22-451 © 2023 B32 Engineering Group, Inc. All Rights Reserved 13 18 17-14 c. This valve shall be wired in series with the chiller high level float switch to close the solenoid valve if the maximum set level in the chiller is reached. 2. Emergency Bypass/Crossover Solenoid Valve: This valve allows high and low-pressure refrigerant to equalize if high discharge pressures are reached. Valve opens if compressor discharge pressure reaches 235 psi. Compressors shall be locked out when valve is open. 3. Compressor Only Enabled Solenoid Valve: These valves control refrigerant hot gas flow to heat exchangers. Valves are open when compressors are running. 4. Water Preheat System Solenoid Valve: This valve controls refrigerant hot gas flow to the heat recovery water heaters. Valve is open when compressors are running and the water temperature inside the heat recovery water heaters is less than 140ºF. END OF SECTION 131817 220025.00 22 05 14 - 1 Plumbing Specialties © Harwood Engineering Consultants, Ltd. SECTION 22 05 14 PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 SCOPE A. This section includes specifications for floor drains, roof drains, cleanouts, backflow preventers, water hammer arrestors and other miscellaneous plumbing specialties. PART 1 - GENERAL Scope Related Documents Reference Reference Standards Quality Assurance Shop Drawings PART 2 - PRODUCTS Floor Drains Trap Guards Hub Drains Roof Drains Trench Drains Cleanouts Backwater Valves Water Hammer Arrestors Backflow Preventers Wall Hydrants Hose Bibbs Manholes and Catch Basins Safings Vent Flashings Ice Maker / Coffee Maker Wall Box Roof Hydrant Heat Trace Floor Sinks Washing Machine Boxes PART 3 - EXECUTION Installation 1.02 RELATED DOCUMENTS Section 22 05 23 General Duty Valves for Plumbing Piping Section 22 11 00 Facility Water Distribution Section 22 13 00 Facility Sanitary Sewerage Section 22 14 00 Facility Storm Drainage Section 22 15 13 General Service Compressed-Air Piping Section 22 67 00 Demineralized Water Systems 1.03 REFERENCE A. Applicable provisions of Division 00 and 01 shall govern work under this Section. 220025.00 22 05 14 - 2 Plumbing Specialties © Harwood Engineering Consultants, Ltd. 1.04 REFERENCE STANDARDS ANSI A112.14.1 Backwater Valves ANSI A112.21.1 Floor Drains ANSI A112.21.2 Roof Drains ANSI A112.26.1 Water Hammer Arrestors /PDI WH-201 ASSE 1001 Pipe Applied Atmospheric Type Vacuum Breakers ASSE 1010 Water Hammer Arrestors ASSE 1011 Hose Connection Vacuum Breakers ASSE 1012 Backflow Preventers with Intermediate Atmospheric Vent ASSE 1013 Reduced Pressure Principle Backflow Preventers ASSE 1018 Trap Seal Primer Valves ASSE 1019 Wall Hydrants, Frost Proof Automatic Draining, Anti-Backflow Type 1.05 QUALITY ASSURANCE A. Substitutions: Refer to Division 00 and 01. B. Plumbing products requiring approval by the Wisconsin Department of Safety and Professional Services (SPS) must be approved or have pending approval at the time of shop drawing submission. Note: Value engineering to change from cast iron body products to PVC will not be considered. 1.06 SHOP DRAWINGS A. Include data concerning dimensions, capacities, materials of construction, ratings, certifications, weights, manufacturer's installation requirements, manufacturer's performance limitations, and appropriate identification. PART 2 – PRODUCTS 2.01 FLOOR DRAINS A. Manufacturers: Josam, Smith, Wade, Watts, Zurn. B. FD-1: Enamel cast iron two-piece body with double drainage flange, weep holes, reversible clamping adjustable collar, adjustable 6”x6” min. square (in tile areas) or round polished nickel bronze strainer with threaded collar, bottom outlet. Zurn ZN-415-S or B. Use square strainers in tile areas. Provide trap guard diaphragm called out below. C. FD-2: Enameled heavy-duty cast-iron two-piece body with double drainage flange, weep holes, heavy duty adjustable 9” round coated cast iron tractor grate strainer, with sediment bucket, bottom outlet. Zurn Z-556-Y. Provide trap guard diaphragm called out below. 2.02 TRAP GUARDS A. Manufacturer: ProSet Systems Trap Guard, JR Smith Quad Close “Stink Stopper” #2692, Sure Seal, or approved equal. B. Flexible PVC construction diaphragm trap guard for installation in new and existing floor drains, hub drains, and trench drains. Trap guard to prevent trap evaporation and waste backflow. Size as applicable to the drain outlet size, up to 4” size. 1-1/2” to 6” size for Jay R Smith “Stink Stopper”. 220025.00 22 05 14 - 3 Plumbing Specialties © Harwood Engineering Consultants, Ltd. 2.03 HUB DRAINS A. Manufacturer: Josam, Smith, Wade, Watts, Zurn. B. HD & HD-1: 3” min. hub section up 2” min. above floor level, with full-sized P-trap. Vertical hub riser shall be one nominal pipe size larger than listed trap size; riser shall be full size through floor with increaser installed on trap inlet as close as material type allows connection to trap inlet and piped vertically full size 2” above floor level (as listed above). Above floor HD’s shall include safing flange with vertical hub riser one size larger than trap size (as described above) with threaded extension or manufactured hub riser with safing flange. See plans for HD trap size. Hub increasers at floor level shall not be allowed. Refer to food service drawings for termination of hub drains required for food service drains, type of HD inlet condition and height in food service areas. PVC shall not be allowed on high temperature discharges from fixture, equipment or appurtenances. C. HD-A: same as HD with the addition of the trap guard diaphragm called out above. 2.04 ROOF DRAINS, OVERFLOWS AND OVERFLOW OUTLETS A. Manufacturer: Josam, Smith, Wade, Watts, Zurn. B. RD-1: Bottom outlet roof drain, enameled cast iron body with flashing collar and gravel stop, cast iron dome strainer, adjustable extension, underdeck clamp, 15” diameter. Zurn FloForce ZC-100F- DR. C. RD-2: Side inlet scupper drain Watts D. OF-1: Bottom outlet roof drain, enameled cast iron body with flashing collar and gravel stop, cast iron dome strainer, adjustable extension, underdeck clamp, 15” diameter. Zurn FloForce ZC-100F- DR. E. DSN-1: Zurn Z199SS nickel bronze body and decorative face of wall flange and outlet nozzle and bird screen. 2.05 TRENCH DRAINS: see site soil reports for soil stabilization requirements. Trench drains shall be supported from structural slab. A. Manufacturer: Zurn, Josam, Mifab, Jay R Smith, Aco Polymer Products, ABT, Inc. B. TD-1: Zurn Z882 wide reveal trench drain system with 6” outlet. TD to have channel support brackets capable of accepting rebar, end outlets, bottom outlets, endcaps, shall be included. TD to be supported by structural slab. Coordinate installation with structural floor installation. 1. Grate: Black Acid Resistant Epoxy Coated Ductile iron grate, Class E loading. 2. Provide side or bottom outlet endcaps or outlets. 2.06 CLEANOUTS A. Manufacturer: Zurn, Josam, Smith, Wade, Watts 1. Select cleanout with cleanout opening size in compliance with DSPS382.35 (6). B. INTERIOR CONCRETE FLOOR MECHANICAL ROOM: Adjustable floor cleanout, dura coated cast iron with heavy duty secured top. C. INTERIOR CONCRETE FLOOR AREAS: Adjustable floor cleanout with light duty nickel bronze top and bronze plug. 220025.00 22 05 14 - 4 Plumbing Specialties © Harwood Engineering Consultants, Ltd. D. INTERIOR CERAMIC TILE FLOOR AREAS: Adjustable floor cleanout, nickel bronze Square top and bronze plug. E. INTERIOR VINYL TILE FLOOR AREAS: Square adjustable floor cleanout, with nickel bronze top with bronze plug. F. INTERIOR CARPETED FLOOR AREAS: Jay R Smith #4024S-NB-Y Enameled cast iron body with round adjustable scoriated nickel bronze cover and secured carpet marker, tapered threaded bronze closure plug. G. INTERIOR FINISHED WALL AREAS: Locate cleanout behind access panel. Refer to Section 22 05 00. H. INTERIOR EXPOSED VERTICAL STACKS: Line type cleanout tee with tapered threaded bronze closure plug. Jay R Smith #4532Y-SS with stainless steel cover I. INTERIOR HORIZONTAL LINES: Cast iron hub with tapped ferrule and tapered threaded bronze closure plug, or no-hub coupling and blind plug. J. EXTERIOR PAVED AREAS: Cast iron hub or plug with tapered threaded ABS or PVC closure plug, cast iron frost sleeve and cover set in 24" square by 4" min. thick reinforced concrete pad top or surrounding pavement, crowned for drainage. Neenah R-1976 with non-ferrous securing screw. Jay R Smith #4254S with ABS plastic plug thru 5” or #4253S with bronze plug thru 8” size. K. EXTERIOR UNPAVED AREAS: Cast iron hub or plug with tapered threaded ABS or PVC closure plug, cast iron or PVC frost sleeve and cover set in 24” square by 4” min. thick reinforced concrete pad top. Neenah R-1976 with non-ferrous securing screw. Jay R Smith #4254S with ABS plastic plug thru 5” or #4253S with bronze plug thru 8” size. 2.07 BACKWATER VALVES A. Manufacturers: Zurn, Wats, Wade, Josam, JR Smith, Sioux Chief B. Hub and spigot or No-Hub inlet and outlet cast iron body, cast iron gasketed bolted access cover, bronze valve. Flapper to hang in closed position during non-operation period. Jay R Smith 7012S or 7012Y (No-hub). C. PVC, Extendable backwater valves. Provide floor cleanout access cover over vertical access pipe, flush with floor. Similar to Josam 58550 Series or Sioux Chief 850 Series. 2.08 WATER HAMMER ARRESTORS A. Manufacturer: PPP Industries, Wade, Watts, Jay R Smith. B. ANSI A112.26.1, ASSE 1010; sized in accordance with PDI WH-201, precharged piston type constructed of hard drawn Type K copper, threaded brass adapter, brass piston with o-ring seals, FDA approved silicone lubricant, suitable for operation in temperature range 35 to 150 degrees F, maximum 250 psig working pressure, 1500 psig surge pressure. Jay R Smith #5000 series “Hydrotrol” 2.09 BACKFLOW PREVENTERS A. Manufacturers: Beeco, Cla-Val, Conbraco, Febco, Watts, Wilkins, Cash Acme. B. HOSE CONNECTION VACUUM BREAKERS: ASSE 1011, brass or bronze construction, EPDM diaphragm and seat, rated for 125 psig and 180oF. Cash Acme V-3 or Watts 8 (interior application). 220025.00 22 05 14 - 5 Plumbing Specialties © Harwood Engineering Consultants, Ltd. C. PIPE APPLIED ATMOSPHERIC TYPE VACUUM BREAKERS: ASSE 1001, same size as pipe, brass or bronze construction, silicone disc, rated for 125 psig and 160oF. Watts 288A. D. ANTI-SIPHON PRESSURE TYPE VACUUM BREAKERS: ASSE 1020, same size as pipe, brass or bronze construction, silicone disc, plastic seat, stainless steel spring, inlet and outlet ball shutoff valves, test port ball valves, rated for 150 psig and 110oF. Watts 800M4QT. E. HIGH HAZARD ANTI-SIPHON, ANTI-SPILL VACUUM BREAKERS: ASSE 1056, same size as pipe, brass or bronze construction, silicone rubber discs, stainless steel springs, inlet and outlet ball shutoff valves, with test cocks, anti-spill design, rated for 150 psig and 180 deg. F max. Watts 008QT. F. DUAL CHECK WITH ATMOSPHERIC VENT FOR CO2 POST MIX VENDING MACHINES: 3/8”, stainless steel body and parts, dual check with third ball check outlet, rated for 150 psig and 140oF. Watts 9BD. G. INTERMEDIATE ATMOSPHERIC VENTED BACKFLOW PREVENTERS: ASSE 1012, same size as pipe, with intermediate atmospheric vent between independent check valves, bronze body with union ends, stainless steel springs, rated for 175 psig and 210oF. Watts 9DM. H. REDUCED PRESSURE ZONE BACKFLOW PREVENTERS: ASSE 1013 reduced pressure zone backflow assembly complete with inlet strainer, inlet and outlet ball or non-rising stem gate isolation valves. Constructed of bronze or epoxy coated cast iron body with bronze and plastic internal parts, stainless steel springs, non-threaded vent outlet, 4 test cocks, rated for 175 psig and 210oF, with air gap apparatus on drain. Watts series 909-S-QT-AG/909-S-NRS. 2.10 WALL HYDRANTS A. Manufacturer: Woodford, Josam, Smith, Wade, Watts, Zurn. B. WH-1: Freezeproof automatic draining wall hydrant with exposed chrome plated bronze wall plate, 3/4" inlet, 3/4" hose thread ASSE 1019-93 backflow preventer outlet, copper or bronze casing, loose key operator. Woodford model 65 series or Jay R Smith #5619. 2.11 HOSE BIBBS A. Manufacturers: Watts, Woodford, Plumbing creations. B. HB-1: Woodford model 24 RB with ASSE 1011 backflow preventer outlet, 3/4” size. C. HR-1: Provide valve connection per plans, connect owner(s) hose and portable hose reel to water line. Provide 1-1/2” Pressure assisted vacuum breaker mounted per DSPS code compliance requirements (2’ above critical level of intended fill heights). Valves and vacuum breaker to be stainless steel for future de-mineralize water connection use. Test and register PRV per state code requirements. Provide fill nozzle 1290 for re-surfacers fill requirements. D. HR-2: Manufacture: Beck Arena, Reel Craft hose reel with 250’ - 1” #50.10175 hose with #50.10130 nozzle. Provide Pressure assisted vacuum breaker mounted per DSPS code compliance requirements (2’ above critical level of intended fill heights). Valves and vacuum breaker to be stainless steel for future de-mineralize water connection use. Test and register PRV per state code requirements. E. HR-3: Plumbing Creations PC-3012-VB-HSG-50 heavy duty hot and cold water hose station, with vacuum breaker and 50’ hose & spray. 2.12 MANHOLES AND CATCH BASINS: see site soil reports for soil stabilization requirements. Catch basins shall be supported from structural slab. 220025.00 22 05 14 - 6 Plumbing Specialties © Harwood Engineering Consultants, Ltd. A. Precast reinforced concrete manhole sections, 48" diameter minimum manholes, 42" diameter minimum catch basins, ASTM C478. Construct base of 6" thick precast reinforced concrete or 8" thick cast in place concrete. Construct top of precast reinforced concrete eccentric cone and adjusting rings or 6" thick reinforced concrete slab with concentric opening. B. Seal between sections with rubber ring gaskets, ASTM C443, or plastic preformed gasket material. Seal pipe penetrations with flexible watertight rubber gasketed seals. C. Steps to be constructed of cast iron or polypropylene coated steel reinforcing rod. D. Frame and cover or grate to be cast iron, ASTM A48, Class 35B, of style indicated, with minimum 24" diameter manhole opening, 20" diameter catch basin opening and pickhole. Provide gasketed self-sealing covers on sanitary manholes. 2.13 SAFINGS A. Manufacturers: Noble, Oatey. B. Chlorinated polyethylene sheeting, 40 mils thick, ASTM D4068, with CPE solvent; or 3 lb./sq. ft. sheet lead. 2.14 VENT FLASHINGS A. Manufacturers: Semco, Oatey. B. Formed 3 lb./sq. ft. lead flashing with minimum base size of 15"x17". C. Single Ply Membrane Roofs: Flashing boot of material compatible with roofing membrane with base flange for adhering to membrane and stainless steel drawband for securing to vent pipe. D. Pitched Roofs: 24 gauge rustproof galvanized base with no caulk neoprene collar. 2.15 ICE MAKER / COFFEE MAKER WALL BOX A. Manufacturer: Sioux Chief 696 series, Oatey or approved equal. B. Fire rated with face plate, shock arrester included,1/4 turn brass ball valve. Oatey series No 38689 with shock arrestor and faceplate. 2.16 ROOF HYDRANT: RH-1, WOODFORD RHY2-1-MS A. The Woodford RHY2-1-MS with backflow protection. Provide 1/8” vent drain with 1/2” drain to HD or floor drain. Valve body of hydrant is drilled and tapped with 1/8″ drain hole which must be piped to a drain location. Provide roof mounting system bolted to the roof with 3″ opening. Include all necessary mounting hardware for proper installation on a commercial roof. 2.17 HEAT TRACE A. Manufacturer: Raychem. B. Provide Raychem heat trace on unheated piping identified on drawings. Heat trace to be on outside of pipe installed with manufactures or manufactures recommended aluminum tape attached over heat trace to piping. Include FPT-130 controller with ambient sensing thermostat with ground fault protection, Raychem connection kit with cable required and nVent RAYCHEM XL-heat trace designed for pipe freeze protection. Sensor to be located outside for sensing temperature. The FPT 130 Heat–Trace Control operates from the heater’s power source. A universal power supply 220025.00 22 05 14 - 7 Plumbing Specialties © Harwood Engineering Consultants, Ltd. allows the FPT 130 to operate from 100 V ac to 277 V ac, and control a resistive load up to 30 A. Locate the FPT controller for front entryways canopies drain piping in janitor’s closet 114. Locate the FPT controller for loading dock roof drain heat trace in mechanical rm 168. Coordinate with electrical contractor for wiring requirements. 2.18 FLOOR SINKS A. Manufacturers: Josam, Smith, Wade, Watts, Zurn. B. FS-1: ZURN Z1751, 12" x 12" x 8" deep, 16 gage, All Type 304 (CF8) Stainless Steel light-duty Sani-Flor receptor with non-tilt, loose set full grate with 1/2"square openings and anti-splash stainless steel interior dome strainer. Grate w/ 4 Dia. x 3-3/4 High type 304 stainless steel funnel. Match drain outlet to waste and trap size listed on plans. C. FS-2: ZURN Z1926, Sani-Flor Receptor 16" x 16" x 12" deep cast iron body with seepage flange and square, heavy-duty grate with 9/16" [14mm] slotted openings, white acid resisting epoxy coated interior and top, complete with aluminum anti-splash interior bottom dome strainer. Include grate with 6” Dia. x 6” High Funnel. Match drain outlet to waste and trap size listed on plans. 2.19 WASHING MACHINE WALL BOXES, WMB-1 A. Manufacturers: Acorn, Oatley, Sioux Chief, Guy Gray or approved equal. WMB-1 shall be rated where required. B. Type 304 satin finish stainless steel construction recessed supply and waste outlet box for automatic washer connections. With wall flange, anchor clips, cartridge type wheel handle or ball operated valves, screwdriver stops, ¾" hose outlets, 2" waste outlet, with vacuum breakers, pressure shock arrestors,8-5/8" x 8-5/8' x 3-5/8" D. Acorn Model No 8186. C. Epoxy paint coated steel recessed wall box with face flange, overflow lip, fastening tabs, 1/2" hot and cold bronze washing machine ¼ turn shutoff valves rated for 125 psi and 180 degrees F, long shank valve fittings for replacement of valves within box, 2" drain outlet fitting. Oatey no. 38981. PART 3 - EXECUTION 3.01 INSTALLATION A. Coordinate location and setting of plumbing specialties with adjacent construction. Install in accordance with manufacturers recommendations. B. Set floor drains, roof drains, trench drains and cleanouts level and plumb adjusted to finished floor elevation, roof elevation or finished wall location. Locate where serviceable. Allow minimum of 18" clearance around cleanouts for rodding. Lubricate threaded cleanout plugs with graphite and oil, Teflon tape or waterproof grease. Install trap primer connections where indicated. Provide deep seal traps on floor drains. C. Set backwater valves on undisturbed soil or compacted granular backfill, level and plumb with top adjusted to finished floor elevation. Test and adjust valve for proper operation. Allow minimum 18" clearance for servicing. 1. All gravity clearwater waste systems receiving condensate through open hub drains shall be provided with backwater valves prior to interconnection to storm drainage systems. D. Install water hammer arrestors where required, code compliance requirements, flush valves and at quick closing valve installations. This shall include but not be limited to all types of flush valves, sensor operated faucets, and hose bibbs. 220025.00 22 05 14 - 8 Plumbing Specialties © Harwood Engineering Consultants, Ltd. E. Install wash machine boxes per owners wash machine manufactures required heights and location for access to valves and drain inlet. . F. Install backflow preventers in accordance with Wisconsin Department of Safety and Professional Services requirements maintaining minimum clearance distances for servicing and testing. Provide indirect waste piping with air gap installation from relief opening to above hub drain or floor drain. G. Where backflow preventers requiring Wisconsin Department of Safety and Professional Services registration are installed, provide initial registration, testing and report filing required by Wisconsin Department of Safety and Professional Services. List the name and address of the building that the backflow preventer installations occur in. H. Mount wall hydrants recessed in exterior wall construction with valve plug, washer seat extended beyond interior side of building insulation. This contractor is responsible to verify wall hydrant dimensions with architectural drawings. Slope to drain to exterior. Install so discharge is 18” min. above finished grade. Set wall box in grout or caulk and fill exterior wall penetration with insulation. I. Mount hose bibbs securely fastened to wall where indicated. Provide water hammer arrestor in line to hose bibb. J. Excavate for tanks, manholes and catch basins setting precast bases on granular backfill and pouring cast in place bases on undisturbed soil supported to the structural slab with stainless steel rods (see site soil condition reports). Tanks shall be installed according to manufactures soil conditions listed in soil report. Refer to soil reports and manufactures require installation instructions for existing unstable soil conditions. Seal joints between base, sections, collars and castings with gasketing material for tightly packed waterproof seals. Adjust casting to match finished grade. Form interior shelves with concrete grout for smooth flowlines conforming to the shape and slope of the sewer. Place piping into manholes providing full support of piping on exterior bedding and insuring pipe seals are properly installed and waterproof. Valve manholes and other manholes intended to remain dry must be made waterproof and are subject to infiltration testing. Where an entering sewer is 2 feet or more above the springline of a leaving sewer, provide outside drop connection encased in concrete. Where existing pipe penetrations are being removed or capped, fill opening with non-shrink Portland cement grout plug. Backfill and compact soil around manhole or catch basin. K. Install safing at floor drains above grade. Extend 12" beyond drains in all directions. Cover entire floor in showers and extend 6" up in walls above curbs and to a height of 6' (3" wide each direction) in corners. Install on concrete floor that is smooth and free of debris. Seal all joints and connect to drain body clamp. Safing is subject to standing water leak test. Install safing at all built-up shower installations. (Note: spray-on and brush applied liquid safing is not acceptable). L. Flash vent penetrations through roof. Turn down top of lead flashing into vent pipe. Tighten drawband of membrane boot to vent pipe. Adhere base flashing to deck or membrane. Provide waterproof patch around penetration on existing roofs. M. Install washing machine boxes in wall construction, secured to structure, directly behind proposed washing machine location or wash machine model access panel (coordinate WM access panel location with wash machine manufacture and model). Provide water hammer arrestors in supply piping or valved connection outlet. Mount box a min. of 36” above floor. END OF SECTION 220025.00 22 30 00 - 1 Plumbing Equipment © Harwood Engineering Consultants, Ltd. SECTION 22 30 00 PLUMBING EQUIPMENT PART 1 - GENERAL 1.01 SCOPE A. This section includes specifications for water heaters, water softeners, pumps and other equipment used for plumbing applications. Included are the following topics: PART 1 - GENERAL Scope Related Documents Reference Quality Assurance Shop Drawings PART 2 - PRODUCTS High Efficiency Commercial Gas Fired Water Heater Sumps Sump Pumps Inline System Lubricated Centrifugal Pumps Expansion Tanks Booster Pump Water Softeners – Duplex Water Treatment System Water Meter PART 3 - EXECUTION Installation 1.02 RELATED DOCUMENTS Division 26 Electrical Section 22 05 13 Common Motor Requirements for Plumbing Equipment Section 22 05 15 Piping Specialties Section 22 05 23 General-Duty Valves for Plumbing Piping Section 22 07 00 Plumbing Insulation 1.03 REFERENCE A. Applicable provisions of Division 00 and 01 shall govern work under this section. 1.04 QUALITY ASSURANCE A. Substitutions: Refer to Division 00 and 01. B. Plumbing products requiring approval by the State of Wisconsin Department of Safety and Professional Services must be approved or have pending approval at the time of shop drawing submission. C. Equipment descriptions establish equipment types, quality, material features, capacity, and physical weights and sizes. Proposed variations to specified equipment shall require preapproval with written detailed supporting data from the Plumbing Contractor a minimum of ten (10) days prior to the bid date for Architect / Engineer Review. If the product is acceptable, the Architect / Engineer will issue it in an Addendum. Proposed alternative equipment received directly from vendors will be rejected. 220025.00 22 30 00 - 2 Plumbing Equipment © Harwood Engineering Consultants, Ltd. 1. Costs resulting from changes in gas or electrical loads shall be the responsibility of the Plumbing Contractor. 2. Alternative equipment weights shall not exceed specified equipment weights. 3. Alternative water heater flue and intake limitations must be considered and Plumbing Contractor shall be responsible for determining compatibility with building dimensions. 4. Water heaters and storage tanks shall be manufactured by the same Manufacturer. 5. Efficiencies of water heaters shall not be less than specified efficiencies. 1.05 SHOP DRAWINGS A. Include data concerning dimensions, capacities, materials of construction, ratings, certifications, weights, pump curves with net positive suction head requirements, manufacturer's installation requirements, manufacturer's performance limitations, and appropriate identification. B. All tanks, HWH’s and expansion tanks shall be ASME certified. PART 2 - PRODUCTS 2.01 HIGH EFFICIENCY COMMERCIAL GAS FIRED WATER HEATER A. Manufacturers: Bradford-White, Heat Transfer Products, AO Smith, PVI, Lochinvar B. GWH-1: RM 114 &168, Natural gas water heater shall be A.O. Smith Cyclone Mxi Model BTH- 300(A) Mix, or equal, minimum 95% thermal efficiency, a storage capacity of 119 gallons, an input rating of 300,000 BTUs per hour, a recovery rating of 349 gallons per hour (gph) at 100ºF rise and a maximum hydrostatic working pressure of 160 PSI. Water heater(s) shall: 1. Modulating gas burner that automatically adjusts the input based on demand. 2. Powered anodes that are non-sacrificial and maintenance free. 3. Have seamless glass-lined steel tank construction, with glass lining applied to all waterside surfaces after the tank has been assembled and welded. 4. Meets the thermal efficiency and/or standby loss requirements of the U.S. Department of Energy and current edition of ASHRAE/IESNA 90.1. 5. Have foam insulation and a CSA Certified and ASME rated T&P relief valve. 6. Have a down-fired power burner designed for precise mixing of air and gas for optimum efficiency, requiring no special calibration on start-up. 7. Be approved for 0” clearance to combustibles. The control shall be an integrated solid-state temperature and ignition control device with integral diagnostics, graphic user interface, fault history display, and shall have digital temperature readout. 1. All models are design certified by Underwriters Laboratories (UL), Inc., according to ANSI Z21.10.3 – CSA 4.3 standards governing storage type water heaters. 2. Meet the thermal efficiency and standby loss requirements of the U.S. Department of Energy and current edition ASHRAE/IESNA 90.1. Complies with SCAQMD Rule 1146.2 and other air quality management districts with similar requirements for low NOx emissions. C. GWH-2: RM-129, Natural gas water heater shall be A.O. Smith Cyclone Mxi Model BTH-120(A) Mix, or equal, minimum 95% thermal efficiency, a storage capacity of 60 gallons, an input rating of 120,000 BTUs per hour, a recovery rating of 138 gallons per hour (gph) at 100ºF rise and a maximum hydrostatic working pressure of 160 PSI. Water heater(s) shall: 1. Modulating gas burner that automatically adjusts the input based on demand. 2. Powered anodes that are non-sacrificial and maintenance free. 3. Have seamless glass-lined steel tank construction, with glass lining applied to all waterside surfaces after the tank has been assembled and welded. 4. Meets the thermal efficiency and/or standby loss requirements of the U.S. Department of Energy and current edition of ASHRAE/IESNA 90.1. 220025.00 22 30 00 - 3 Plumbing Equipment © Harwood Engineering Consultants, Ltd. 5. Have foam insulation and a CSA Certified and ASME rated T&P relief valve. 6. Have a down-fired power burner designed for precise mixing of air and gas for optimum efficiency, requiring no special calibration on start-up. 7. Be approved for 0” clearance to combustibles. The control shall be an integrated solid-state temperature and ignition control device with integral diagnostics, graphic user interface, fault history display, and shall have digital temperature readout. 1. All models are design certified by Underwriters Laboratories (UL), Inc., according to ANSI Z21.10.3 – CSA 4.3 standards governing storage type water heaters. 2. Meet the thermal efficiency and standby loss requirements of the U.S. Department of Energy and current edition ASHRAE/IESNA 90.1. Complies with SCAQMD Rule 1146.2 and other air quality management districts with similar requirements for low NOx emissions. D. GWH-3: RM-142, Natural gas water heater shall be A.O. Smith Cyclone Mxi Model BTH-120(A) Mix, or equal, minimum 95% thermal efficiency, a storage capacity of 60 gallons, an input rating of 120,000 BTUs per hour, a recovery rating of 138 gallons per hour (gph) at 100ºF rise and a maximum hydrostatic working pressure of 160 PSI. Water heater(s) shall: 1. Modulating gas burner that automatically adjusts the input based on demand. 2. Powered anodes that are non-sacrificial and maintenance free. 3. Have seamless glass-lined steel tank construction, with glass lining applied to all waterside surfaces after the tank has been assembled and welded. 4. Meets the thermal efficiency and/or standby loss requirements of the U.S. Department of Energy and current edition of ASHRAE/IESNA 90.1. 5. Have foam insulation and a CSA Certified and ASME rated T&P relief valve. 6. Have a down-fired power burner designed for precise mixing of air and gas for optimum efficiency, requiring no special calibration on start-up. 7. Be approved for 0” clearance to combustibles. The control shall be an integrated solid-state temperature and ignition control device with integral diagnostics, graphic user interface, fault history display, and shall have digital temperature readout. 1. All models are design certified by Underwriters Laboratories (UL), Inc., according to ANSI Z21.10.3 – CSA 4.3 standards governing storage type water heaters. 2. Meet the thermal efficiency and standby loss requirements of the U.S. Department of Energy and current edition ASHRAE/IESNA 90.1. Complies with SCAQMD Rule 1146.2 and other air quality management districts with similar requirements for low NOx emissions. E. GWH-4: RM-163, Natural gas water heater shall be A.O. Smith Cyclone Mxi Model BTH-199(A) Mix, or equal, minimum 95% thermal efficiency, a storage capacity of 100 gallons, an input rating of 199,000 BTUs per hour, a recovery rating of 235 gallons per hour (gph) at 100ºF rise and a maximum hydrostatic working pressure of 160 PSI. Water heater(s) shall: 1. Modulating gas burner that automatically adjusts the input based on demand. 2. Powered anodes that are non-sacrificial and maintenance free. 3. Have seamless glass-lined steel tank construction, with glass lining applied to all waterside surfaces after the tank has been assembled and welded. 4. Meets the thermal efficiency and/or standby loss requirements of the U.S. Department of Energy and current edition of ASHRAE/IESNA 90.1. 5. Have foam insulation and a CSA Certified and ASME rated T&P relief valve. 6. Have a down-fired power burner designed for precise mixing of air and gas for optimum efficiency, requiring no special calibration on start-up. 7. Be approved for 0” clearance to combustibles. The control shall be an integrated solid-state temperature and ignition control device with integral diagnostics, graphic user interface, fault history display, and shall have digital temperature readout. 1. All models are design certified by Underwriters Laboratories (UL), Inc., according to ANSI Z21.10.3 – CSA 4.3 standards governing storage type water heaters. 220025.00 22 30 00 - 4 Plumbing Equipment © Harwood Engineering Consultants, Ltd. 2. Meet the thermal efficiency and standby loss requirements of the U.S. Department of Energy and current edition ASHRAE/IESNA 90.1. Complies with SCAQMD Rule 1146.2 and other air quality management districts with similar requirements for low NOx emissions. F. GWH-5: RM-168, Natural gas water heater shall be A.O. Smith Cyclone Mxi Model BTH-300(A), or equal, minimum 95% thermal efficiency, a storage capacity of 119 gallons, an input rating of 300,000 BTUs per hour, a recovery rating of 349 gallons per hour (gph) at 100ºF rise and a maximum hydrostatic working pressure of 160 PSI. Water heater(s) shall: 1. Modulating gas burner that automatically adjusts the input based on demand. 2. Powered anodes that are non-sacrificial and maintenance free. 3. Have seamless glass-lined steel tank construction, with glass lining applied to all waterside surfaces after the tank has been assembled and welded. 4. Meets the thermal efficiency and/or standby loss requirements of the U.S. Department of Energy and current edition of ASHRAE/IESNA 90.1. 5. Have foam insulation and a CSA Certified and ASME rated T&P relief valve. 6. Have a down-fired power burner designed for precise mixing of air and gas for optimum efficiency, requiring no special calibration on start-up. 7. Be approved for 0” clearance to combustibles. The control shall be an integrated solid-state temperature and ignition control device with integral diagnostics, graphic user interface, fault history display, and shall have digital temperature readout. 1. All models are design certified by Underwriters Laboratories (UL), Inc., according to ANSI Z21.10.3 – CSA 4.3 standards governing storage type water heaters. 2. Meet the thermal efficiency and standby loss requirements of the U.S. Department of Energy and current edition ASHRAE/IESNA 90.1. Complies with SCAQMD Rule 1146.2 and other air quality management districts with similar requirements for low NOx emissions. G. Direct Venting: Water heater(s) shall be suitable for power direct venting using a 4” or 6” diameter CPVC pipe for intake and exhaust a total distance of 120 ft. equivalent feet of vent piping and 120 ft. equivalent feet of intake air piping. H. Water heater should incorporate the iCOMM™ system for remote monitoring, leak detection and fault alert. 1. Each water heater shall have condensate neutralization kit option installed. I. Each HWH system shall be provided with an expansion tank sized for the system. Each HWH shall be have outlet temperature set at a minimum of 140 degrees and a minimum return temperature of 125 degrees. Thermometers shall be provide on the outlet piping and return piping on each HWH and each return branch piping circuit for each return circuit to monitor HW supply and return temperatures. Each thermometer shall be installed with the well housing for servicing without disruption of HW service. 2.02 SUMPS A. Fiberglass sump basin constructed of 25-30% fiberglass and 70-75% polyester resin with no fillers; minimum design safety factor of four; complete with tapped top flange; side hub fittings; bolted galvanized steel, aluminum or fiberglass gasketed cover with inspection access plate, access plate with discharge pipe flange for each pump and control and vent flange where required. Minimum sump wall thickness as follows: Wall Thickness (Inches) Diameter 24 30 36 42 72 Maximum 10’ Depth 3/16 1/4 1/4 1/4 3/8 220025.00 22 30 00 - 5 Plumbing Equipment © Harwood Engineering Consultants, Ltd. Maximum 15’ Depth 1/4 5/16 5/16 5/16 3/8 3/8 7/16 Maximum 20’ Depth 5/16 5/16 3/8 3/8 7/16 1/2 1/2 B. Precast reinforced concrete manhole sections, ASTM C478. Construct base of 6" thick precast reinforced concrete or 8" thick cast in place concrete. Construct top of precast reinforced concrete or 6" thick reinforced concrete slab. Seal between sections with rubber ring gaskets, ASTM C443, or plastic preformed gasket material. Seal pipe penetrations with flexible watertight rubber gasketed seals. Provide bolted galvanized steel or aluminum gasketed cover with inspection access plate, access plate with discharge pipe flange for each pump and control and vent flange where required. 2.03 SUMP PUMP(S) - SP-1 A. Manufacturer: Aurora/Hydromatic, Gould, Little Giant, Myers, Paco, Stancor, Sta-Rite, Weil, Zoeller. B. Quantity 1 of Model 1432 Submersible Floor Mounted Wastewater Pump, 2-inch discharge, for up to 0.25-inch solids, with a 0.5 HP 3450 RPM 1 PH 115 V 60 HZ motor. Details • *Design Flow (GPM per Pump): 30 • *Flow (GPM per Pump): 81 • *Head (TDH in Feet): 10 • Impeller Trim: 350 • Lifting Cable Length: None • Quantity: 1 Level Control: Quantity 1 of Model 8234. Order Number 8234K1004AS. Single pole tethered mechanical float switch with 20ft cord length [Anchor Scientific brand]. Level Control Quantity 1 of Model 8245. Order Number 8245K8233. Piggyback tethered float switch with 115v plug and 20ft cord length for up to 13 amps. Control Panel Accessory Quantity 1 of Model 8341. Order Number 8341K1011. High water remote alarm panel in a type 1 enclosure. 2.04 INLINE SYSTEM LUBRICATED CENTRIFUGAL PUMPS A. Manufacturer: Bell and Gossett, Grundfos, Taco. B. The ecocirc +20-18 circulators are designed with a highly efficient electronically commutated permanent magnet motor (ECM Technology). Casing: Bronze or stainless steel; flanged suction and discharge connection. C. Impeller: Bronze, stainless steel or thermoplastic, keyed to the shaft, single suction enclosed type, hydraulically and dynamically balanced. D. Bearings: System lubricated carbon sleeve bearings. E. Shaft: Stainless steel or ceramic. F. Seal: Stainless steel can isolating rotor and stator. G. Motor: Provide pump with impedance protected motor sized for non-overloading over the entire 220025.00 22 30 00 - 6 Plumbing Equipment © Harwood Engineering Consultants, Ltd. pump curve. Furnish each pump and motor with a nameplate giving the manufacturer's name, serial number of pump, capacity in GPM and head in feet at design condition, horsepower, voltage, frequency, speed and full load current. 2.05 EXPANSION TANKS A. Manufacturer: Amtrol, Bell and Gossett, Wessels. B. Vertical steel precharged hydro-pneumatic expansion tank, 125 psi ASME labeled construction, complete with replaceable flexible butyl rubber bladder, system connection fitting, Schrader type air charge fitting, steel base ring stand, factory prime and enamel painted exterior finish, ASME relief valve. Materials exposed to water to be NSF or FDA approved for potable water service. Size expansion tank to hot water system. 2.06 BOOSTER PUMP, BP-1-QUANTUMFLO-32980: PRODIGY DUPLEX QEB4_40-200B-2 A. RELATED DOCUMENTS: 1. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. B. SUMMARY 1. Furnish and install a factory packaged and tested, variable-speed domestic water pressure boosting system including pumps, motors, controls, valves, interconnecting piping, wiring and accessories for a complete, NSF 61 and NSF 372 Certified system with UL508A Industrial Control Panel and UL QCZJ 3rd Party Package Label affixed. Manufacturer must have a Certification Number of the 3rd Party Laboratory/Agency that has completed the approval process and this must be available and currently dated upon request from the engineer. C. REFERENCE STANDARDS 1. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. 2. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. 3. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 4. Underwriters Laboratories Listings 508A Industrial Control Panels and QCZJ Packaged Pumping Systems (UL) 5. 2015 Edition of the International Plumbing Code (IPC) 6. 2017 Edition of the National Electric Code, Section 409.110 (NEC) 7. National Electrical Manufacturers Association (NEMA) 8. ANSI/NSF Standard 61-2018 - Drinking Water System Components - Health Effects 9. ANSI/NSF Standard 372-2016 - Lead Free Plumbing Products D. QUALITY ASSURANCE 1. All equipment under this section shall be furnished completely assembled and pre-tested at simulated project site conditions in a laboratory, by a single supplier and shall be products that the manufacturer regularly engages in the production of. The supplier shall have sole responsibility for proper functioning of the system and equipment supplied. Copies of simulated factory tests must be available at the request of the owner or engineer. 2. The manufacturer of the domestic water pressure boosting system shall be responsible for compliance with all applicable codes and regulations, and be held accountable for the complete pump package. The manufacturer must maintain a closed-loop testing laboratory which is capable of pressurized suction and supply condition simulation. The test laboratory shall feature procedures detailing an unbroken chain of calibrations as required by NIST. Open atmospheric testing equipment which cannot mimic site installation conditions are not approved or acceptable. 220025.00 22 30 00 - 7 Plumbing Equipment © Harwood Engineering Consultants, Ltd. 3. Manufacturer’s Qualifications: Company specializing in manufacturing the products specified in this Section with a minimum five years documented experience. The packaged system manufacturer shall have local service available provided by a trained factory authorized representative. Manufacturer shall provide proof of a minimum $2 Million liability insurance certificate for systems provided herein. 4. Assembly Qualifications: All disconnects, transformers, and control devices shall be installed to provide minimum wire bending clearances per N.E.C. All power wiring shall be a minimum THHN, stranded copper conductor with 90° C. insulation. Conductors shall be numbered and identified at all termination points. All wiring shall be installed in nylon wire ways and laced with nylon tie straps. All disconnects, transformers, controllers, control devices, selector switches, and indicator lights shall be provided with nameplates indicating their respective function and/or identification. A factory wiring schematic shall be provided inside the controller by the manufacturer. The entire assembly shall be wired and tested in accordance with the National Electrical Code (N.E.C. 2017, Section 409.110). All components shall be built to National Electrical Manufacturers Association (NEMA) standards and be Underwriters Laboratory (UL) 508A Industrial Control Panels. The entire package pumping system shall comply with Federal Regulations 29 CFR 1910.399 and certified through UL under category ULQCZJ or other accepted 3rd Party Compliance Laboratory. 5. Installer's Qualifications: The system shall be installed by a firm having minimum ten years’ experience regularly engaged in the installation of variable speed domestic booster pump systems. 6. Certification shall be obtained by the manufacturer indicating that the function and performance characteristics of all products and materials have been determined by testing and ongoing surveillance by an approved third-party certification agency. Assertion of certification shall be in the form of identification in accordance with the requirements of the third-party certification agency and provided with submittal documentation to the engineer. E. SUBMITTALS 1. Product Data: a. Provide system manufacturer’s literature including general assembly, pump curves showing performance characteristics with pump and system with operating point indicated, NPSH required, controls, wiring diagrams, BAS connectivity and service connections as required. b. Code and Standards compliance. c. Third-Party Certifications. 2. Record Documents: a. Provide full written description of manufacturer’s warranty within the submittals. 3. Shop Drawings: Indicate layout, general assembly, components, dimensions, weights, clearances, and installation recommendations. 4. Manufacturer's Installation Instruction: Indicate support details, connection requirements, and include start-up instructions for pump system. 5. Manufacturer's Certificate: Certify that pumps meet or exceed specified requirements at specified operating conditions. Submit summary and results of factory simulated-site tests performed. 6. Provide estimated kWh performance for the system and yearly energy usage. Include reports with the submittal documents. Provide owner with load profile and calculations which clearly support energy savings payback ROI in the case of an energy performance requirement. 7. Field Reports: Submit verification statement, signed by system manufacturer representative, of start-up, adjustment service and acceptance of installation. Indicate summary of field performance test, system pipe flushing and field acceptance tests performed. 8. Operation and Maintenance Data: 9. Operation Data: Include manufacturer’s instructions, start-up data, and troubleshooting check lists for pumps, drivers, and controllers. 10. Maintenance Data: Include manufacturer’s literature, cleaning procedures, replacement parts lists, and repair data for pumps, drivers and controllers, preventive maintenance 220025.00 22 30 00 - 8 Plumbing Equipment © Harwood Engineering Consultants, Ltd. schedule, preventive maintenance recommendations and procedures. Identify place of purchase, location and contact numbers of service depot and technical support for each product installed. F. DELIVERY, STORAGE AND HANDLING 1. Accept pumps and components on Site in factory packing. Inspect for damage. Comply with manufacturers rigging and installation instructions. 2. Protect pumps and components from physical damage including effects of weather, water, humidity, construction dust (concrete/drywall/gypsum), and construction debris. 3. Provide temporary inlet and outlet caps, and maintain in place until installation. G. EXTRA MATERIALS 1. Refer to Section 01 78 46 for Maintenance Material Requirements. H. WARRANTY 1. All components furnished shall be warranted for a period of 5 years from documented date of shipment. I. MAINTENANCE SERVICE 1. Furnish service and maintenance of packaged system for one year from documented date of Substantial Completion. J. GENERAL 1. All materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. 2. All materials that may come in contact with the potable water delivered shall comply with ANSI/NSF Standard 61 and the “complete system” shall be certified as constructed. Individual component certification is not compliant. 3. Pressure ratings of pumps, pipe, fittings, valves, gauges and all other water carrying appurtenances shall be suitable for the anticipated system pressures in which they are installed. Headers shall be constructed of 304 stainless steel at a minimum. 4. The Contractor shall ascertain for himself the space and access available for the installation of a factory assembled pre-packaged and tested unit. All components of the system shall be compatible and be furnished by a single source manufacturer and all electrical services and interconnecting equipment wiring must be provided for a complete assembly with a single-source, fused power disconnect and water connections. 5. The entire system shall be factory skid mounted on a minimum 304 stainless-steel structural square tube support frame, with in-shear molded rubber vibration isolators in compliance with standards as required in installation instructions published by pump manufacturer. Suction and Discharge Headers must be supported by pump skid frame to prevent piping strain on the pump casing and during system transport. No Exceptions. 6. System must meet ANSI/ASHRAE/IES 90.1, Section 10.4.2, “Energy Standard for Buildings” and have proof of compliance utilizing either remote sensor option or software logic which adjusts set point according to flow rate. 7. For isolation valve sizes 2" and smaller, valves shall be full port bronze ball valves with integral union, compliant ball and stem design. For isolation valve sizes 2.5" and larger, valves shall be epoxy coated ductile iron lever operated lug type butterfly valves with stainless steel disc and stainless steel shaft. Valves must be rated for maximum pressure service for the system and also comply with NSF 61 & 372 Drinking Water requirements. 8. Unions or flanges shall be provided for easy removal of pumps. System headers shall be sized for a velocity not exceeding 10 FPS at full flow and shall be terminated with a groove or flanged joint capable of accepting a groove coupling ANSI flange or groove flange furnished by Contractor. 9. The packaged pumping system shall include all electrical wiring between components and shall be completely flow and pressure tested for actual site conditions at the factory prior to shipment. 220025.00 22 30 00 - 9 Plumbing Equipment © Harwood Engineering Consultants, Ltd. 10. System shall be arranged such that single point connections are required for piping and electrical power supply. Multiple power connections are un-acceptable. 11. Individual pumps, motors and check valves shall be serviceable with the booster system in operation utilizing isolation valves for each pump. 12. Refer to schedules on Contract Drawings for required pump capacities and electrical characteristics. K. ACCEPTABLE MANUFACTURERS 1. QuantumFlo, Weil L. PUMPS AND MOTORS 1. System shall include vertical stainless-steel, split-coupled, multi-stage pumps with ANSI flanged connections. Pump features to include stainless-steel canister, bowl and diffuser stack, bottom centerline discharge and hydraulically balanced stainless-steel impeller(s) with silicon carbide on carbon/EPDM seal minimum. Pump shall be designed for maximum efficiency with stainless-steel fitted construction and a replaceable seal via a split coupling back pull-out, cartridge design. 2. Motor shall be NEMA Premium Efficiency, Class F Insulated, Inverter duty, close-coupled type with a C or TC type motor. Motors shall be TEFC enclosed and manufactured in accordance with NEMA standards for the voltage, frequency and phasing indicated on the pump schedule or plans. 3. Motors shall be premium efficiency in accordance with DOE June 2016 requirements. Motors shall have ball bearings and operate at 40° ambient. Each motor shall be equipped with the manufacturer’s nameplate and shall have a sufficient horsepower rating to operate the pump at any point on the pump’s head-capacity curve without overloading the nameplate horsepower rating of the motor. The motor shall have a service factor of 1.15 for variations in voltage and frequency. 4. Pumps and motors larger than 5 H.P. shall be mounted with rubber-in-shear isolators to reduce vibration and stress into the baseplate, machine and system piping as required. M. VARIABLE FREQUENCY DRIVES 1. System shall feature variable frequency drives of the PWM design suitable for variable torque applications using any standard NEMA Design B squirrel cage induction motor. Variable frequency drives shall be sized for the maximum possible amp draw throughout the programmed sequence of pump operation. 2. Drives shall be pulse width modulated, start into a rotating load, follow signal from logic section of control panel when in auto mode and be provided with the following features: a. Hand/off/auto switch and manual speed adjustment if auto system is inoperable. b. Auto Drive Shutdown for electrical fault. c. Automatic restart after power fails shutdown. d. Complete service diagnostics with fault history log up to 6 events. e. Keypad Operator Device including the following: f. Backlit LCD Display. g. Power On and Alarm/Fault Displays. 3. Operational data displays include: a. Drive Speed [HZ] b. Motor Torque [%] c. Input Power [kW] d. Current [A] e. Elapsed Time [Hours] f. Motor Voltage [V] 4. No electrical A-T-L (across the line) bypass shall be provided with any drive as the VFD is the only mode of pressure control. 5. Drives shall be controlled via a Master/Slave control arrangement where the controller makes all adjustments via a high-speed interface which provides for greater PID resolution and PID auto-tuning. Exceptions to this requirement must be approved via pre-approval documentation with the engineer proving their energy-efficiency to the standard set forth. 220025.00 22 30 00 - 10 Plumbing Equipment © Harwood Engineering Consultants, Ltd. N. PRESSURE SENSOR/TRANSMITTER 1. Provide suction and discharge, Type 4X, stainless-steel pressure sensors/transmitters and internal separate pressure switch with integral event-logger, which provides a 4-20 mA signal output, compatible with the system controls, temperature and pressure requirements. Pressure sensor/transmitter shall have zero, span and damping devices. The transmitter shall be installed on the system suction and discharge headers and factory wired to the control circuitry. Sensor shall feature a high contrast LED readable from a 6- foot distance by maintenance personnel. When high-contrast LED transmitters are provided, other gauges or sensors are redundant and un-necessary. O. SEQUENCE OF OPERATION 1. The lead pump shall run only as necessary to maintain system pressure and will be controlled automatically by means of the pressure sensor/transmitter and programmable logic controller (PLC) designed to prevent short cycling and provide sensor-less flow detection. If the lead pump is unable to maintain system pressure the lag pump(s) will be called on as required by the sensor-less flow algorithm and will operate in parallel with the lead pump until no longer necessary and be sequenced off. When one pump can handle the system demand the controls will optimize energy consumption by eliminating the lag pump from sequence. When a low or no-flow condition is reached the system shall revert to the stand-by mode if no flow is present via an intelligent flow detection algorithm, which does not raise the set pressure to charge a tank to detect low flow. These systems DO NOT require a hydro-pneumatic tank installed and thereby does not raise the system pressure set point. (See 2.08) Note: Raising system pressure to charge a tank violates ANSI/ASHRAE/IES Standard 90.1 by raising the pressure in lieu of maintaining constant system pressure. 2. An empty pipe condition is to be determined by an algorithm allowing for a slow ramp to set point to prevent system pressure shocks. The “pipe-fill” algorithm will also prevent VFD “wind-up” and pressure spikes associated with this condition. 3. The system shall employ software to detect pipe break and stop system, initiate an alarm and log the event. In the event of a sensor failure, the system shall run one pump in a semi-automatic mode allowing the building to maintain a minimum pressure until the sensor can be repaired or replaced. 4. An auto-tuning PID algorithm shall continuously monitor system pressure and maintain steady-state system pressure as demand load changes rapidly and pump moves horizontally on its plumbing-performance curve. The PID algorithms shall incorporate intelligent algorithms to start the pumps at the point of creating pressure saving energy and reducing time to set pressure upon pump call. P. CONTROL PANEL 1. Logic Section - Provide, mount and wire on the skid a programmable logic controller in a NEMA 3R, splash-proof, forced-air ventilated enclosure to fully contain all VFD’s and interface the signal from the pressure sensor to the VFD's and provide a stabilized response to speed up or slow down or add pumps to meet system requirements. The controller shall provide set point adjustment, timer adjustment, PID functions (as required) and both system and controller self-diagnostics via touch screen display. The HMI Screen shall feature an LED backlight, analog resistive, IP65/NEMA 4X, 2 GB eMMC Flash memory, rated 0-55 Degrees C with alarm logging and real-time, internal clock, Intel® Atom™ E620T 333 MHz clock speed. The touch screen display/human machine interface shall include a 7” TFT WVGA, 16.7 million color, 800x480 Pixels, resistive analog display with RS232/485 ports, Optional Ethernet (OPCUA) and USB Ports for Upload/Download of system trend data. 2. All user interface set points shall be easily accessible via a password protected display screen. The password shall be of the “rolling” type to prevent un-authorized access to factory settings. Normal system operation shall be auto-tuned to eliminate pressure hunting. Controller shall feature an (optional) USB Download connection which allows user to download trending analysis without the need for a formal BAS connection. All system data and settings shall be accessible from the display without the need to access the high-voltage controller internals. The software shall include clear alarm indications 220025.00 22 30 00 - 11 Plumbing Equipment © Harwood Engineering Consultants, Ltd. and user troubleshooting wizards to ascertain and correct all system alarms and conditions. 3. Power Section – The internally touch-safe, high voltage controller with HMI shall be factory wired and mounted on a structural square-tube frame, stainless steel system skid. The panel shall be furnished with single-point power connection, fused main disconnect switch with a single door mounted and interlocked handle, each VFD shall be protected by a fused branch compact circuit protector. Multiple power source connections are unacceptable. A 24-volt DC power supply shall be provided for logic, sensors and fan circuitry where necessary. Controller shall feature the following minimum additional components: a. UL 1449 Type I Surge Arrestor with active over-voltage control via MOV’s (metal oxide varistors). Passive surge or lightning arrestors are not acceptable. b. Low suction pressure shutdown circuit with auto reset and alarm logging. c. High system pressure shutdown circuit with auto reset and alarm logging. d. System key-logger which records all keypad entries stored in non-volatile memory. (downloadable) e. Audible alarm with silence push button and alarm log recognition of reset. f. Auto-alternate all pumps automatically on each stand-by cycle. g. 24 hour pump exerciser function which runs exercises pumps to maintain seal lubrication when the pump has not been started in the previous 24 hours. h. Auxiliary relay contacts for all alarm conditions or discreet data monitoring capability. i. Audible and visual indication of low storage tank level, with silence push button. (when optional suction break-tank is used) j. Elapsed time meters, system pressure, KW and other critical values, portable to system SCADA via discrete communication. k. Pipe Break Alarm with auto-shut down and time/date alarm logging of event. l. Table chart indicating system pressure and system KW with optional direct to USB Flash download for the most recent 1-week events, time and date stamped. m. The system shall not require external flow meters or KW monitoring. The system will not implement speed, thermal or time delay means to detect and shut down pumps on a no demand condition as this wastes energy and provides for unnecessary run times. n. System must feature ANSI/ASHRAE/IES Energy Standard 90.1 compliance via either a remote mounted pressure sensor or internal system logic which detects low flow and automatically adjusts set point according to piping losses at the condition with auto reset. o. As per current NEC 2017, Section 409.110, control panel MUST have a listed minimum SCCR value, equal to or greater than the available fault current of the feeder circuit. A coordination study must be completed and furnished by the electrical designer or contractor to verify available fault current against the connected equipment. Q. HYDRO-PNEUMATIC TANK, 85 GAL. 1. For Low Flow Detection, provide a vertical hydro-pneumatic tank with a carbon steel shell and a replaceable FDA and NSF 61/372 approved heavy-duty bladder to separate the air and water. No water shall come in contact with the metal walls of the tank. Features shall include an air fill valve, pressure gauge connection and top system connection suitable for 100 percent drawdown. 2. The tank shall be constructed in accordance with Section VIII of the ASME code and be National Board stamped and shall be rated for minimum 125 psig operating pressure and maximum operating temperature of 240 degrees F. 3. Tank shall be factory finished in high quality epoxy or enamel paint. 4. Systems which utilize sensor-less flow detection logic which does not raise system pressure to detect flow DO NOT REQUIRE the use of a tank and are allowed to be provided less this component. 220025.00 22 30 00 - 12 Plumbing Equipment © Harwood Engineering Consultants, Ltd. 2.07 WATER SOFTENERS – DUPLEX A. Manufacturer: Culligan. WS-1: Water Softener – Culligan CTM-210-PF-2.0” Progressive Flow: • One (1) Duplex CTM-210-PF Softener with 2.0” inlet/out • GBE electronic controls with variable demand programming • Controls comply with CUL, CE, UL 50/50E and UL 746C Standards for NEMA 3R enclosure rating. • Corrosion Resistant control valve bodies certified to drinking water applications. • Two (2) FRP water softener tanks 21” x 62” • Two (2) Integrated water meters • Two (2) Sample Valve and Gauge Kit • Seven (7) cubic feet of resin per tank • Continuous flow 65-gpm with 15-psi pressure drop per tank • Peak flow 85-gpm with 25-psi pressure drop per tank • 210,000 grains per tank with 15 lb. salt dosage per cubic foot • 175,000 grains per tank with 10 lb. salt dosage per cubic foot • One (1) 30” x 50” brine tank (1,400 lb. capacity) • Integrated Vacuum Breakers and Pressure Relief Valves • Shipping weight is approximately 1,220 lbs B. BYPASS VALVE: Install a three valve by-pass on the water softener using ball valves. C. TEST : Furnish water test prior to ordering and installation of WS-1, verify water content and water softener size based on water test, adjust model as required from water test results... D. DISTRIBUTION SYSTEMS, MEDIA LOADING AND CONTROL VALVE MOUNTING if required: To be completed by a Manufacturer’s Authorized Service Representative. E. START-UP & OWNER TRAINING: To be completed by a Manufacturer’s Authorized Service Representative. 2.08 WATER TREATMENT SYSTEM : OM-1, JET ICE WATER TREATMENT SYSTEM THAT PRODUCES 10,800 GALLONS PER DAY: (Alternante Bid) A. Manufacturer: Jet Ice B. One mixing valve to mix hot and cold building supply to 77 degrees Fahrenheit for optimum water temperature for the system. C. Pretreatment softened water from existing water source, duplex set of 16” diameter carbon Assemblies complete with controllers. D. Mach 6 Control Tower • Six membrane system • Microprocessor control panel • Ion pressure switch • Inlet solenoid valve • Blending valve • Four pressure gauges • Pre- micron filter at intake 220025.00 22 30 00 - 13 Plumbing Equipment © Harwood Engineering Consultants, Ltd. • 220Volt single phase power required E. 850 US Gallon Vertical Storage Tank 48” in diameter X 120” in height F. Stainless Steel Distribution Pump producing 20 GPM at 70 PSI through a 1” outlet G. RO requirements provided by this Contractor not supplied by Jet Ice as follows: 1. Installation of the Jet Ice Water System. 2. Electrical Connections Requirements. • RO controls and pump – 240 Volts @ 60 Hz Single Phase 30Amp • Pre-treatment - 110V Quad Receptacle 3. Water Supply: • 1" valve hot and cold supply lines to provide 25gpm at 60PSI. • 1” PRV (Pressure Regulating Valve) on hot and cold is to be provided for connection to mixing valve. • Water deduct meter. • 3” floor drain with hub within 2-3' of the equipment pad • Insulation where required • Cutting, coring or drilling of any concrete or block walls • Backflow Preventer, where required by local codes and authorities • Housekeeping pad, where required by local codes and authorities • Water sample report required for set up • Any changes to material and design to conform to local code • All necessary permits / approvals / provincial / state / federal and local taxes H. Setting of equipment, loading of membranes, filters, and media for above listed OM-1 included. Installation of listed equipment, including all piping and interconnections, drain lines from OM-1 equipment, valves required and pipe to RO hose connection for RO water distribution and rink watering. Operator training and two (2) operating manuals. 2.09 WATER METER M-1 A. Manufacturer: Badger Meter, record all model 160, match water pipe size maximum GPM to Meter flow GPM. PART 3 – EXECUTION 3.01 INSTALLATION A. Install plumbing equipment where indicated in accordance with manufacturer's recommendations. Coordinate equipment location with piping, ductwork, conduit and equipment of other trades to allow sufficient clearances. Locate equipment and arrange plumbing piping to provide access space for servicing all components. B. Set commercial water heaters, commercial water softeners, storage tanks and booster pumps on concrete housekeeping pads. Adjust and level equipment. C. Set sumps on compacted granular backfill adjusting for plumb and level. Backfill in even layers around sump with granular backfill. D. Connect equipment to water and drain piping using unions or flanges and isolation valves. E. Connect pneumatic controls to compressed air source. F. Pipe temperature and pressure relief valves to floor drain or floor as indicated. G. Startup and test equipment adjusting operating and safety controls for proper operation. 220025.00 22 30 00 - 14 Plumbing Equipment © Harwood Engineering Consultants, Ltd. H. Cycle softeners and adjust for specified exchange rate, regeneration time, consumption, backflow rate, etc. Provide initial salt fill of brine tank. I. Lubricate pumps before startup. Adjust pumps for rated flow. Clean and blow down strainers after 8 hours of operation. J. Adjust compression tank precharge to scheduled minimum operating pressure prior to connecting to system. END OF SECTION Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 1 SECTION 25 09 93 BAS SEQUENCE OF OPERATION PART 1 - GENERAL 1.01 REFERENCES A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Other References 1. ASHRAE Standard 62.1-2016 – Ventilation for Acceptable Indoor Air Quality, including all addendums. 2. ASHRAE Standard 90.1-2016 – Energy Standard for Buildings Except Low-Rise Residential Buildings, including all addendums 1.02 SUMMARY A. This Section includes control sequences for HVAC systems, subsystems, and equipment. B. See Section 25 09 00 – BAS Instrumentation and Control for control equipment, devices, wiring requirements and for submittal requirements. C. The contractor shall complete the sequence of operation programming for one air handling unit and demonstrate the operation to the Owner/Engineer prior to completing the programming for the remainder of the systems. Minor adjustments and modifications to the sequence shall be made to the satisfaction of the Owner/Engineer prior to proceeding with the remainder of the programming. D. Related Sections include the following: 1. Section 25 01 00 General Provisions Integrated Automation 2. Section 25 03 00 Basic Mechanical Materials and Methods Integrated Automation 3. Section 23 05 93 HVAC Testing and Balancing 4. Section 25 09 00 BAS Instrumentation and Control 5. Section 25 09 13 – BAS Instrumentation and Control Devices 6. Section 25 09 14 – BAS Actuators and Operators 7. Section 25 09 15 – BAS Sensors and Transmitters 8. Section 25 09 17 – BAS Control Dampers 1.03 SUBMITTALS A. Submit shop drawings and descriptive data in accordance with Sections 20 10 00 and 23 09 23 for the following: 1. Sequences of Controls 1.04 GENERAL REQUIREMENTS A. All setpoints and reset schedules shall be adjustable. B. All alarm limits for variables that are reset shall be automatically set at setpoint (+/-) 5F. Alarms shall be automatically disabled when the unit is commanded off. Re-enable 30 minutes (adj.) after start-up. C. Trending: Analog objects shall have trending enabled with a minimum sample period of 30 minutes and a minimum history of 24 hours. D. Trending: Binary objects shall have trending enabled for point history with a minimum of 20 changes of status. E. A high and low alarm shall be provided for all analog input devices. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 2 F. Air Handler: If the DDC controller senses status of the supply fan, the control loops shall start controlling. G. All PID loops must have their AI inputs and AO outputs on the same controller so that they have standalone control (i.e. communications loop fails, standalone control of the AO will continue). H. Provide low voltage wiring, installation, and termination of all remote panels, sensors, and control devices furnished as specified in mechanical sections 22 and 23 for field installation. Provide labor and materials for complete and operating control systems. I. TCC shall furnish all control dampers, control valves and sensor wells for installation as work of other Division 23 Sections PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 SEQUENCE OF OPERATION A. Provide fully functional control systems for the following systems. 1. Team Room Energy Recovery Units (ERV-1, 2, 3, 4, 6) 2. Mercy/Health Arena Energy Recovery Unit (ERV-5) 3. Rooftop Units with Energy Recovery (RTU-3, 4, 5, 6, 7, 13) 4. Constant Volume Rooftop Units (RTU-2, 8, 9, 10, 11, 12) 5. Variable Air Volume Rooftop Units (RTU-1) 6. HVAC Power Ventilators (F-1 through F-9) 7. Dehumidification Units (DHU-1, DHU-2) 8. Condensing Units (CU-1) 9. Packaged Air Conditioners (AC-1A, through AC-7B) 10. VAV Boxes (VAV-1 through VAV-17) 11. Infra-Red Heaters (IR-1 through IR-14, Control Panels, Vacuum Pumps VP-1, VP-2, VP-3) 12. Unit Heater (UH-1) 13. Electric Unit Heater (EUH-1 through EUH-8) 3.1 ENERGY RECOVERY UNIT – (ERV-1, ERV-2, ERV-3, ERV-4 AND ERV-6). A. ERV-1, ERV-2, ERV-3, ERV-4 and ERV-6 provide ventilation air for locker and team rooms. B. The following components are provided with the unit: 1. BACnet ready controller 2. Dirty Filter sensors 3. Outside air temperature and humidity sensor 4. Building pressure sensor 5. Economizer 6. Digital Refrigeration Module with compressor discharge temp, suction pressure sensor, discharge pressure sensor, compressor status 7. Modulating hot gas module 8. Modulating natural gas module 9. A remote control panel C. The TCC shall provide: 1. Work with the manufacturer to modify and enhance the programming of the ERV unit controller. The Manufacturer will provide start-up of the unit: 2. The unit controller shall be capable of complete interface with the BAS. Access to the unit controller will include all program files and data base back-up. 3. BAS will provide scheduled start/stop. 4. The TCC shall install all sensors including the building pressure sensor Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 3 5. HVAC Scheduling a. The facility staff shall be able to input Occupied and non-occupied hours scheduling in the BAS interface. b. BAS to broadcast relative schedules to ERV controller. 6. Occupancy, temperature and humidity sensors in all rooms. D. ERV shall operate in occupied and unoccupied modes of operation. 1. Occupancy sensors are to be provided in each team room space as indicated on the drawings. When any occupancy sensor is activated, the unit shall run in the occupied setting. The unit shall remain in the occupied for an adjustable period of (15 minutes) after occupants have left the space. 2. Provide a time schedule that will allow the occupancy sensors to be overridden and the unit forced into an occupied mode by the time schedule. E. Sensors 1. Provide the following sensors in all team rooms. Sensors can be combined in one. a. Occupancy sensor b. Temperature Sensor c. Humidity d. BMS to calculate the dew point in each space F. Fan Operation 1. Occupied Mode a. Occupied mode shall be activated by room occupancy sensors or time schedule. b. Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. c. Recirculation damper shall be closed. 2. Unoccupied Mode a. Units shall go into Unoccupied mode when the room occupancy sensors time delay has expired or time schedule is set to unoccupied. b. Unit shall operate in a recirculation air mode with recirculation damper open during the unoccupied mode of operation. Fan shall cycle to maintain heating, cooling, and dehumidification setpoints. c. Intake and exhaust dampers shall be closed during the unoccupied mode of operation. G. Temperature control a. Provide a temperature schedule to control occupied and unoccupied setpoints. Note that in ice mode, there should be no temperature set back to prevent mold formation at the demising wall with the ice arena. b. The temperature control schedule shall be independent of the fan schedule. The intent is to hold the room temperature at a constant level during periods of intermittent occupied operation but allow it to be set back during long periods of unoccupied operation. c. In cooling mode, the BMS shall query all temperature sensors and the heating section (gas burner) or the DX hot gas reheat coil shall modulate to satisfy the most demanding room. 1) The gas heat shall not be locked out when the unit is in cooling mode. H. Humidity Control 1. In cooling mode, the cooling system shall modulate to maintain a cooling coil discharge air temperature equal to the dew point set point, which may vary between ice mode and non-ice mode. In non-ice mode the dew point may be set higher to save energy. In Ice Mode, the set point shall be the same in occupied and unoccupied mode, and no more than 50F. This is achieved by controlling the suction pressure, hence the suction temperature. I. Energy Recovery Wheel 1. Occupied Mode a. 100% outside air and 100% exhaust are circulated through the energy recovery wheel during the occupied mode. b. Wheel rotation is energized. c. Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. d. Recirculation damper shall be closed. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 4 2. Unoccupied Mode a. Unit shall operate in a recirculation air mode with recirculation damper open during the unoccupied mode of operation. b. Return air bypasses the energy recovery wheel. c. Wheel rotation is de-energized. d. Intake and exhaust dampers shall be closed during the unoccupied mode of operation. 3. Energy Recovery Wheel Frost control a. The BAS shall measure the wheel pressure drop during initial startup to determine a normal pressure drop. Setpoint shall be set to 0.2 inch WC above this value. b. The BAS shall measure and monitor the pressure drop across the wheel outside air stream and across the wheel exhaust air stream. c. When the energy recovery wheel is energized (occupied mode): 1) With the outside air bypass damper closed, when DP is above setpoint, the BAS shall slow down the wheel motor VFD. 2) When DP drops below setpoint, the VFD shall ramp up to its maximum setting. J. Economizer 1. When the enthalpy of the outside air is less than the enthalpy of the return air the unit shall be operated in the economizer mode. The wheel shall stop and the economizer shall operate as the first stage of cooling. When the enthalpy of the outside air exceeds the enthalpy of the return air, the outside air damper shall return to its previous control. K. VFD shall modulate supply blower to scheduled air quantities. L. Team Room units shall have room temperature override thermostats located in the space that shall modulate heating and cooling to maintain room temperature based on occupancy. M. Setpoints: Setpoints are received from the Building Automation System (BAS) via communications. 1. Ice Mode: (Includes any team rooms with a wall adjacent to an arena in an ice mode.) a. Occupied space dew point setpoint: 50° F max, 48° F min. adj. b. Unoccupied space dew point setpoint: 50° F max, 48° F min. adj c. Winter Occupied space temperature setpoint: 70° F adj. d. Winter Unoccupied space temperature setpoint: 70° F adj e. Summer Occupied space temperature setpoint: 72° F adj. f. Summer Unoccupied space temperature setpoint: 72° F adj 2. Non-Ice Mode: a. Occupied space dew point setpoint: 55° F adj. b. Unoccupied space dew point setpoint: 60° F adj c. Winter Occupied space temperature setpoint: 70° F adj. d. Winter Unoccupied space temperature setpoint: 60° F adj e. Summer Occupied space temperature setpoint: 74° F adj. f. Summer Unoccupied space temperature setpoint: 78° F adj 3. MERV-8 Energy Wheel Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 4. MERV-13 Supply Air Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 5. Low discharge supply temperature alarm: 35° F 6. Status and Alarms: Status and alarms can be viewed at the BAS GUI. Alarms can be configured as status or critical. Any critical alarm will put the unit in Unoccupied Mode. Alarms consist of: 7. Outdoor damper failure (damper position feedback) 8. Supply damper failure (damper position feedback) 9. Return damper failure (damper position feedback) 10. External fault (safety relay open) 11. Set points may be adjusted through BAS communications. N. Points List 1. The BAS shall import all points for the unit controller. 2. Temperature, Humidity set points for the different modes 3. Unit Status 4. Filter status 5. Alarms Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 5 3.2 ENERGY RECOVERY UNIT – (ERV-5). A. ERV-5 provides additional outside air for the Mercy/Health arena during periods of high occupancy and shall remain off until the CO2 level in the arena exceeds a secondary setpoint from the sensor located in the return air ductwork system serving DHU-1. B. The following components are provided with the unit: 1. BACnet ready controller 2. Dirty Filter sensors 3. Outside air temperature and humidity sensor 4. Building pressure sensor 5. Economizer 6. Digital Refrigeration Module with compressor discharge temp, suction pressure sensor, discharge pressure sensor, compressor status 7. Modulating hot gas module 8. Modulating natural gas module 9. A remote control panel C. The TCC shall provide: 1. Work with the manufacturer to modify and enhance the programming of the ERV unit controller. The Manufacturer will provide start-up of the unit: 2. The unit controller shall be capable of complete interface with the BAS. Access to the unit controller will include all program files and data base back-up. 3. BAS will provide scheduled start/stop. 4. The TCC shall install all sensors including the building pressure sensor 5. HVAC Scheduling a. The facility staff shall be able to input Occupied and non-occupied hours scheduling in the BAS interface. b. BAS to broadcast relative schedules to ERV controller. 6. Discharge air sensor. 7. CO2 sensor in the return ductwork serving DHU-1. D. ERV-5 shall operate in occupied and unoccupied modes of operation. 1. The unit is intended to provide outside air for very high occupancy events and shall remain off at all other times. 2. The units shall be integrated into the controls of DHU-1. 3. Provide a CO2 sensor in the return ductwork serving DHU-1. Integrate the operation of ERV-5 with the DHU-1 controls. When the secondary CO2 setpoint for DHU-1 is exceeded, ERV-5 shall switch to an occupied mode of operation. The unit shall remain in the occupied mode for an adjustable period of (15 minutes) after CO2 have dropped below the secondary CO2 set point. 4. Provide a time schedule that will allow the CO2 sensor to be overridden and the unit forced into an occupied mode by the time schedule. E. Sensors 1. Provide the following sensors in conjunction with DHU-1 controls. Sensors can be combined. a. CO2 sensor in the return ductwork serving DHU-1 b. Discharge Air Temperature Sensor F. Fan Operation 1. Occupied Mode a. Occupied mode shall be activated by secondary CO2 set point from DHU-1. b. Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. c. Recirculation damper is not required for this unit. 2. Unoccupied Mode a. Unit is off. b. Supply and exhaust fans are off. c. Intake and exhaust dampers are closed. G. Temperature control a. Temperature is to be controlled to maintain a discharge air temperature of 50°F during occupied operation. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 6 H. Humidity Control 1. Dehumidification control is not required for this unit. Discharge air will always be as low as feasible and additional DX reheat is not required. I. Energy Recovery Wheel 1. Occupied Mode a. 100% outside air and 100% exhaust are circulated through the energy recovery wheel during the occupied mode. b. Wheel rotation is energized. c. Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. 2. Unoccupied Mode a. Unit shall be off. b. Wheel rotation is de-energized. c. Intake and exhaust dampers shall be closed during the unoccupied mode of operation. 3. Energy Recovery Wheel Frost control a. The BAS shall measure the wheel pressure drop during initial startup to determine a normal pressure drop. Setpoint shall be set to 0.2 inch WC above this value. b. The BAS shall measure and monitor the pressure drop across the wheel outside air stream and across the wheel exhaust air stream. c. When the energy recovery wheel is energized (occupied mode): 1) With the outside air bypass damper closed, when DP is above setpoint, the BAS shall slow down the wheel motor VFD. 2) When DP drops below setpoint, the VFD shall ramp up to its maximum setting. J. Economizer 1. When the enthalpy of the outside air is less than the enthalpy of the return air the unit shall be operated in the economizer mode. The wheel shall stop and the economizer shall operate as the first stage of cooling. When the enthalpy of the outside air exceeds the enthalpy of the return air, the outside air damper shall return to its previous control. K. VFD shall modulate supply blower to scheduled air quantities. L. Setpoints: Setpoints are received from the Building Automation System (BAS) via communications. 1. Ice Mode: (Includes any team rooms with a wall adjacent to an arena in an ice mode.) a. Occupied duct dew point setpoint: 50° F max, 48° F min. adj. 2. MERV-8 Energy Wheel Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 3. MERV-13 Supply Air Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 4. Low discharge supply temperature alarm: 35° F 5. Status and Alarms: Status and alarms can be viewed at the BAS GUI. Alarms can be configured as status or critical. Any critical alarm will put the unit in Unoccupied Mode. Alarms consist of: 6. Outdoor damper failure (damper position feedback) 7. Supply damper failure (damper position feedback) 8. Return damper failure (damper position feedback) 9. External fault (safety relay open) 10. Set points may be adjusted through BAS communications. M. Points List 1. The BAS shall import all points for the unit controller. 2. Temperature, Humidity set points for the different modes 3. Unit Status 4. Filter status 5. Alarms 3.3 VAV ROOFTOP UNIT (RTU-1) - LOBBY VARIABLE AIR VOLUME A. The following control shall apply to the unit. 1. BAS will provide scheduled start/stop. 2. The outside air damper on the unit will modulate to maintain the minimum required outside air calculated by the ASHRAE 62.1 Equation. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 7 3. The outside air damper and return dampers on the unit will modulate to maintain the minimum required outside air based on the measurement from the Airflow Measuring Station (AFMS) and the required outside airflow rate determined by the ASHRAE 62.1 equation. 4. The barometric relief air damper shall on the unit shall open to maintain a positive building pressure. B. Fan Control 1. BAS switches unit between occupied and unoccupied modes based on scheduled start/stop. 2. In the occupied mode, the fan runs continuously. 3. In the unoccupied mode the fan cycles to maintain setpoint of the VAV space sensor(s). 4. Static pressure sensor controls motor speed of the supply air fans to maintain constant supply duct static pressure. 5. Manual reset freezestat with a serpentine averaging element shuts off fan if cooling coil discharge air temperature drops below 40F (adjustable). C. Morning Warm Up 1. Outside air damper remains closed until return air temperature rises to 70F (adjustable). 2. When return air reaches 70F, the outside air damper sequences with return air damper to circulate minimum outside air as calculated by the ASHRAE 62.1 equation. 3. Gas Heating section modulates to maintain 70F (adjustable) discharge air temperature. D. Economizer 1. When the enthalpy of the outside air is less than the enthalpy of the return air the unit shall be operated in the economizer mode and the outside air damper shall override the outside air quantity called for by the control system and modulate open and return air damper shall modulate closed to maintain mixed air temperature of 55F (adjustable). When the enthalpy of the outside air exceeds the enthalpy of the return air, the outside air damper shall return to its previous control. E. Cooling Control 1. If the economizer operation cannot meet the discharge demand, the discharge air sensor shall modulate the DX cooling system to maintain discharge air temperature setpoint. If the ambient conditions rise above the changeover control set point, the economizer shall return the outside air damper to the ventilation system reset control as described above. F. Dehumidification Control 1. If the space humidity exceeds space humidity setpoint the cooling shall be energized to maintain a cooling coil discharge air temperature of 55F (adjustable). The hot gas reheat shall modulate to maintain space temperature during the dehumidification cycle. G. Heating Control 1. Gas heating section modulates to maintain discharge air setpoint when outside air damper reaches minimum position. The outside air damper shall be controlled by the ventilation system reset control as described above. H. Provide the following control points: 1. Supply Fan Start/Stop 2. Supply Fan Status 3. Supply Fan VFD 4. Supply Air Temperature 5. Supply Air Temperature Setpoint 6. Return Air Temperature 7. Return Air Enthalpy 8. Outside Air Temp 9. Outside Air Enthalpy 10. Supply Static Setpoint 11. Supply Static Pressure 12. Occupied Status 13. Unoccupied Status 14. Unit Alarms Status 15. % Heating Signal 16. Cooling Coil Stages Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 8 17. % Cooling Signal 18. Calculated OSA CFM Setpoint 19. OSA CFM 20. OSA Damper Position 21. Return Air Damper Position 3.4 VAV TERMINALS (VAV-1-1 THROUGH VAV-1-17) A. This system consists of a variable air volume box and electric booster coil. Control Sequence is depicted below.’ The space zone “occupied” mode shall be determined by the status signal from occupancy sensors in each respective zone. B. Generic Thermal Zones 1. Each zone shall have separate occupied and unoccupied heating and cooling set points. 2. The Set points shall be the occupied set points during occupied mode, warm-up mode and cooldown mode a. The set points shall be the unoccupied set points during unoccupied mode, setback mode and setup mode. b. The BAS Software shall prevent the following: 1) The heating set points from exceeding the cooling set points 2) The unoccupied heating set point from exceeding occupied heating set point 3) The unoccupied cooling set point from being less than the occupied cooling set point. c. Local zone set point offset (at the zone sensor) shall be limited: 1) Heating set point shall be limited between 65° F and 72° F 2) Cooling set point shall be limited between 74° F and 80° F 3) Minimum deadband shall be 5° F. 4) BAS shall have the ability to limit the set point offsets at the zone level. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 9 d. Zones with occupancy sensors 1) When the switch indicates that the spaces has been unpopulated for 5 minutes continuously during the occupied mode, the active heating set point shall be decreased by 1° F and the active cooling set point increased by 1° F. 2) When the switch indicates that the spaces has been populated for 1 minute continuously during the occupied mode, the active heating and cooling set points shall be restored. e. Zone Scheduling groups 1) VAV boxes shall be grouped in zone groups based on occupied type, and follow the same occupied/unoccupied schedule C. Generic Ventilation Zones 1. ASHRAE 62.1 parameters: a. Vmin: Zone minimum cooling CFM. b. Vmax: Zone maximum cooling CFM. c. Vheat-min: Zone minimum Heating CFM. d. Vheat-max: Zone maximum Heating CFM e. Vbz-A: Breathing zone area component. Vbz-A = Az x Ra, where Az is the zone Area and Ra is the area outdoor air rate. f. Vbz-P: Breathing zone people component. Vbz-P = Pz x Rp, where Pz is the number of people in the zone Rp is the people outdoor air rate. g. Ez: zone air distribution effectiveness h. Vbz: breathing zone outdoor airflow (Vbz-A + Vbz-P). i. Voz: Zone outdoor airflow (Vbz/Ez) j. Vpz: Zone Primary airflow k. Zpz: Zone Primary airflow fraction (Voz/Vpz) l. Ev: system ventilation efficiency and is a function of Zpz (ASHRAE 62.1 table 6.2.5.2) m. Vot: Outdoor air intake at the air handling unit. (Vou/Ev) n. Vou: Uncorrected outdoor air intake at the air handling unit o. The BAS shall minimize Vot: 1) DCV zone with CO2 sensors. 2) During occupied mode, a P-only loop shall maintain CO2 concentration at set point. 3) Vbz-p = 0. Vbz = Vbz-A. 4) As the CO2 level increases in the zone, Voz shall ramp up to maintain zone CO2 setpoint. Vmin shall be increased to Zpz below 0.35. 5) For other zones, Vbz shall be calculated per ASHRAE 62.1. p. Occupied Cooling 1) The BAS sensing the zone temperature and air velocity sensor shall modulate the supply air damper between Vmin and Vmax setpoints to maintain the zone cooling temperature setpoint. Heating coil shall be disabled until DAT is below minimum setpoint. q. Occupied Deadband 1) The BAS sensing the zone temperature and air velocity sensor shall modulate the supply air damper at Vmin. Heating coil shall be disabled until DAT is below minimum setpoint r. Occupied Heating 1) When the zone is heating, the BAS shall maintain space temperature set point as follows: 2) From 0% to 50%, the BAS shall reset the discharge air temperature to space temperature set point plus MaxdT setpoint. MaxdT shall not exceed 14.9° F for the zones serving the lower level spaces to keep Ez at 1. 3) From 51% to 100%, the BAS shall modulate the supply air damper from Vheat-min to Vheat-max. 4) The heating coil shall modulate to maintain DAT. Directly controlling heating off space temperature is not acceptable. 5) Vheat-min shall be reset based on Zpz. 6) For VAV boxes with booster coil and radiation, the BAS shall provide an output to modulate both the booster coil valve and the radiation valve in unison. The control valve serving the fin-tube radiation shall be set to allow minimum flow when temperature set point is satisfied. When the outside air temperature is greater than 60F (adjustable) the radiation valves shall be commanded to the fully closed position. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 10 s. Standby Mode 1) During the Occupied mode, the VAV controller shall monitor the status of all occupancy sensors associated with the VAV box. When no occupancy is sensed for 15 minutes, the VAV controller shall enter the Standby Mode of operation. 2) The Standby Mode shall be similar to the Occupied Modes. The AHU shall continue to utilize the occupied heating and cooling temperature AHU setpoints. The VAV volume damper, however, shall be controlled for reduced Standby Heating and Cooling CFM setpoints. The Standby Heating and Cooling CFM setpoints shall initially be set to a value 2 F less (ADJ.). t. Unoccupied Control 1) The terminal unit is controlled using the unoccupied setpoint (65F). 2) The controller may reset to the Occupied mode for a predetermined time period upon a signal from the BAS or manually at the room sensor. 3) Vmin = 0 u. Optimal Start 1) Warm-Up mode 2) The BAS shall calculate the required warm-up time based on the zone occupied heating set point, the current zone temperature, the outdoor air temperature and a mass/capacity factor for each zone. The mass factor shall be BAS self-tuned, and the tuning process shall be turned on and off to allow tuning to be stopped after the system has been trained. 3) Warm-up mode shall be based on the zone with the longest warm-up time requirement. 4) In the morning warm-up mode, the VAV box shall be indexed to the heating mode airflow rate and the booster coil valve (Reference only: ‘and radiation control valve where applicable’) shall be positioned fully open. As the space temperature approaches setpoint, the booster coil control valve shall modulate to maintain space temperature setpoint. When control valve is closed, the supply air damper shall modulate closed. 5) Vmin = 0 to prevent zone overheating during warm-up v. Cool down mode 1) The BAS shall calculate the required cooldown time based on the zone occupied cooling set point, the current zone temperature, the outdoor air temperature and a mass/capacity factor for each zone. The mass factor shall be BAS self-tuned, and the tuning process shall be turned on and off to allow tuning to be stopped after the system has been trained. 2) Warm-up mode shall be based on the zone with the longest cooling time requirement. w. Alarms 1) Low airflow 2) Low discharge air temperature 3) Airflow sensor calibration 4) Leaking damper x. Testing/commissioning Switch 1) Provide software switches that interlock to a system level point to 2) Force zone airflow set point to zero 3) Force zone airflow set point to Vcool-max 4) Force zone airflow set point to Vmin 5) Force zone airflow set point to Vheat-max 6) Force damper full open/closed 7) Force heating to OFF/closed, and 8) Reset request-hours accumulator point to zero y. Setpoints (all adjustable through the BAS graphic interface) 1) Occupied zone temperature heating setpoint: 70° F 2) Occupied zone temperature cooling setpoint: 75° F 3) Unoccupied zone temperature heating setpoint: 62° F 4) Unoccupied zone temperature cooling setpoint: 80° F 5) Occupied zone cooling dew point setpoint: 55° F (master setting from AHU-1) 6) Unoccupied zone cooling dew point setpoint: 58° F (master setting from AHU-1) 7) Occupied zone CO2 setpoint: ambient (outdoor) CO2 plus CO2 differential recommended in the ASHRAE Guide for High Performance Buildings z. Occupied zone minimum outside air CFM: See VAV box schedules. aa. Zone minimum cooling CFM (Vmin): See VAV box schedules. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 11 bb. Zone maximum cooling CFM (Vmax): See VAV box schedules. cc. Zone minimum Heating CFM (Vheat-min): 50% max airflow. dd. Zone maximum Heating CFM (Vheat-max): See VAV box schedules. ee. Zpz max: maximum zone primary airflow fraction. ff. Max delta T. D. VAV Terminals (continued) 1. Unit shall incorporate BACnet compliant controls. 2. Space sensors shall include a pushbutton override and setpoint control. 3. Variable Air Volume Terminals (VAV-1-1 through VAV-1-17) a. On a rise in space temperature, the thermostat modulates the primary damper open. On a drop in temperature, the primary air damper modulates down to a minimum position. b. On a further drop in space temperature, the heating coil valve shall modulate open. At a discharge air temperature of 90°F (adjustable) the primary damper shall modulate open. 4. Provide the following control points for each unit: a. Space Temp b. Discharge Air Temp c. Heat (Control Valve) d. Damper Position e. Primary Air Flow f. Maximum CFM SP g. Minimum CFM SP h. Occupied Heating Setpoint i. Occupied Cooling Setpoint j. Unoccupied Heating Setpoint k. Heating Setpoint Offset l. Cooling Setpoint Offset m. % Heating Signal n. % Cooling Signal o. Max Setpoint Limit p. Min Setpoint Limit q. Mixed Air Temperature 3.5 CONSTANT VOLUME ROOFTOP UNITS WITH ENERGY RECOVERY WHEELS (RTU-03, 05, 07, 13). A. RTU-03, RTU-05, RTU-07, and RTU-13 are constant volume rooftop units with energy recovery wheels used to provide heating, cooling, dehumidification, and high levels of outside air using energy recovery wheels for the multipurpose rooms. The units shall have occupied and unoccupied modes of operation. CO2 Demand Controlled Ventilation will be used to switch the unit from a minimum ventilation mode to a high ventilation mode of operation when the unit is in an occupied mode. B. The following components are provided with the unit: 1. BACnet ready controller 2. Dirty Filter sensors 3. Outside air temperature and humidity sensor 4. Building pressure sensor 5. Economizer 6. Digital Refrigeration Module with compressor discharge temp, suction pressure sensor, discharge pressure sensor, compressor status 7. Modulating hot gas module 8. Modulating natural gas module 9. A remote control panel C. The TCC shall provide: 1. Work with the manufacturer to modify and enhance the programming of the ERV unit controller. The Manufacturer will provide start-up of the unit: 2. The unit controller shall be capable of complete interface with the BAS. Access to the unit controller will include all program files and data base back-up. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 12 3. BAS will provide scheduled start/stop. 4. The TCC shall install all sensors including the building pressure sensor 5. HVAC Scheduling a. The facility staff shall be able to input Occupied and non-occupied hours scheduling in the BAS interface b. BAS to broadcast relative schedules to ERV controller 6. CO2, temperature, and humidity sensors in all multi-purpose rooms D. RTU/ERV shall operate in a low occupancy, high occupancy, and unoccupied modes of operation. 1. Provide a time schedule that will schedule occupied and unoccupied modes of operation. E. Sensors 1. Provide the following sensors in all multipurpose rooms. Sensors can be combined in one. a. Temperature Sensor b. Humidity c. CO2 sensor d. Occupancy sensor e. BMS to calculate the dew point in each space F. Fan Operation 1. Low Occupancy Mode a. Occupied mode shall be activated by BMS schedule or occupancy sensor. b. Supply fan shall run continuously in the occupied mode. c. Outside air intake dampers open to allow 1000 CFM of outside air into the unit by-passing the energy recovery wheel. d. Exhaust fan shall be off and exhaust damper closed. e. Energy recovery wheel shall be off. f. Recirculation damper shall modulate to allow 8,000 CFM of return air. g. Total Supply airflow shall be 9,000 CFM. h. Outside air plus return air shall be 9,000 CFM i. Room shall be 1,000 CFM positive. 2. High Occupancy Mode a. Unit shall switch to a high occupancy mode of operation when CO2 levels exceed a concentration of CO2 of 1378 ppm above ambient CO2 concentration. b. Occupied mode shall be activated by BMS schedule or occupancy sensor. c. Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. 1) 4,080 CFM of outside air shall be introduced into the unit through the energy recovery wheel, wheel bypass shall be closed. 2) 8,000 CFM of return air shall be pulled from the room. 3) 3,080 CFM of return air shall be exhausted out of the unit through the energy recovery wheel. 4) 4,920 CFM of return air shall be mixed with 4,080 CFM of outside air pretreated by the energy recovery wheel to deliver 9,000 CFM of air to the heating and cooling sections of the unit. d. Room shall be 1,000 CFM positive. 3. Unoccupied Mode a. Units shall go into Unoccupied mode when the room occupancy sensors time delay has expired, or time schedule is set to unoccupied. b. Unit shall operate in a recirculation air mode with recirculation damper open during the unoccupied mode of operation. Fan shall cycle to maintain heating, cooling, and dehumidification setpoints. c. Intake and exhaust dampers shall be closed during the unoccupied mode of operation. G. Temperature control a. Provide a temperature schedule to control occupied and unoccupied setpoints. b. The temperature control schedule shall be independent of the fan schedule. The intent is to hold the room temperature at a constant level during periods of intermittent occupied operation but allow it to be set back during long periods of unoccupied operation. H. Humidity Control 1. Cooling coil and reheat coils shall be energized to maintain room humidity set points. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 13 I. Energy Recovery Wheel 1. Occupied Mode a. Outside air and exhaust are circulated through the energy recovery wheel during the occupied mode. b. Wheel rotation is energized. c. Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. d. Recirculation damper shall be modulated to maintain airflow indicated in the preceding fan operation paragraph. 2. Unoccupied Mode a. Unit shall operate in a recirculation air mode with recirculation damper open during the unoccupied mode of operation. b. Return air bypasses the energy recovery wheel. c. Wheel rotation is de-energized. d. Intake and exhaust dampers shall be closed during the unoccupied mode of operation. 3. Energy Recovery Wheel Frost control a. The BAS shall measure the wheel pressure drop during initial startup to determine a normal pressure drop. Setpoint shall be set to 0.2 inch WC above this value. b. The BAS shall measure and monitor the pressure drop across the wheel outside air stream and across the wheel exhaust air stream. c. When the energy recovery wheel is energized (occupied mode): 1) With the outside air bypass damper closed, when DP is above setpoint, the BAS shall slow down the wheel motor VFD. 2) When DP drops below setpoint, the VFD shall ramp up to its maximum setting. J. Economizer 1. When the enthalpy of the outside air is less than the enthalpy of the return air the unit shall be operated in the economizer mode. The wheel shall stop and the economizer shall operate as the first stage of cooling. When the enthalpy of the outside air exceeds the enthalpy of the return air, the outside air damper shall return to its previous control. K. VFD shall modulate supply blower to scheduled air quantities. L. Setpoints: Setpoints are received from the Building Automation System (BAS) via communications. 1. Non-Ice Mode: a. Occupied space dew point setpoint: 55° F adj. b. Unoccupied space dew point setpoint: 60° F adj c. Winter Occupied space temperature setpoint: 70° F adj. d. Winter Unoccupied space temperature setpoint: 62° F adj e. Summer Occupied space temperature setpoint: 74° F adj. f. Summer Unoccupied space temperature setpoint: 78° F adj 2. MERV-8 Energy Wheel Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 3. MERV-13 Supply Air Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 4. Low discharge supply temperature alarm: 35° F 5. Status and Alarms: Status and alarms can be viewed at the BAS GUI. Alarms can be configured as status or critical. Any critical alarm will put the unit in Unoccupied Mode. Alarms consist of: 6. Outdoor damper failure (damper position feedback) 7. Supply damper failure (damper position feedback) 8. Return damper failure (damper position feedback) 9. External fault (safety relay open) 10. Set points may be adjusted through BAS communications. M. Points List 1. The BAS shall import all points for the unit controller. 2. Temperature, Humidity set points for the different modes 3. Unit Status 4. Filter status 5. Alarms Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 14 3.6 CONSTANT VOLUME ROOFTOP UNITS WITH ENERGY RECOVERY WHEELS (RTU-04, 06). A. RTU-04, and RTU-6 are constant volume rooftop units with energy recovery wheels used to provide heating, cooling, dehumidification, and high levels of outside air using energy recovery wheels for Multipurpose Area/Ice Rink Room 154. The units shall have ice and non-ice modes of operation, each with differing occupied and unoccupied modes of operation. CO2 Demand Controlled Ventilation will be used to switch the unit from a minimum ventilation mode to a high ventilation mode of operation when the unit is in an occupied mode. B. The following components are provided with the unit: 1. BACnet ready controller 2. Dirty Filter sensors 3. Outside air temperature and humidity sensor 4. Building pressure sensor 5. Economizer 6. Digital Refrigeration Module with compressor discharge temp, suction pressure sensor, discharge pressure sensor, compressor status 7. Modulating hot gas module 8. Modulating natural gas module 9. A remote control panel C. The TCC shall provide: 1. Work with the manufacturer to modify and enhance the programming of the ERV unit controller. The Manufacturer will provide start-up of the unit: 2. The unit controller shall be capable of complete interface with the BAS. Access to the unit controller will include all program files and data base back-up. 3. BAS will provide scheduled start/stop. 4. The TCC shall install all sensors including the building pressure sensor 5. HVAC Scheduling a. The facility staff shall be able to input Occupied and non-occupied hours scheduling in the BAS interface b. BAS to broadcast relative schedules to ERV controller 6. CO2, temperature, and humidity sensors in all team rooms D. RTU/ERV shall operate in a low occupancy, high occupancy, and unoccupied modes of operation. 1. Provide a time schedule that will schedule occupied and unoccupied modes of operation. E. Sensors 1. Provide the following sensors in all multipurpose rooms. Sensors can be combined in one. a. Temperature Sensor b. Humidity c. CO2 sensor d. Occupancy sensor e. BMS to calculate the dew point in each space F. Fan Operation 1. Ice Mode a. Low Occupancy Mode – Ice 1) Occupied mode shall be activated by BMS schedule or occupancy sensor. 2) Supply fan shall cycle to maintain heating and cooling setpoints in the occupied mode. 3) Outside air intake dampers shall be closed during the low occupancy ice mode. Outside air for the low occupancy ice mode will be introduced into the arena through DHU-02. 4) Exhaust fan shall be off and exhaust damper closed. 5) Energy recovery wheel shall be off. 6) Recirculation damper shall modulate to allow 100% return air. 7) Room shall be 1,500 CFM positive with outside provided through DHU-02. b. High Occupancy Mode - Ice 1) Occupied mode shall be activated by BMS schedule or occupancy sensor. 2) Unit shall switch to a high occupancy mode of operation when CO2 levels exceed a concentration of CO2 of 1378 ppm above ambient CO2 concentration. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 15 3) Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. (a) 5,330 CFM of outside air shall be introduced into the unit through the energy recovery wheel, wheel bypass shall be closed. (b) 13,040 CFM of return air shall be pulled from the room. (c) 5,330 CFM of return air shall be exhausted out of the unit through the energy recovery wheel. (d) 7,710 CFM of return air shall be mixed with 5,330 CFM of outside air pretreated by the energy recovery wheel to deliver 13,040 CFM of air to the heating and cooling sections of the unit. 4) Room shall be 1,500 CFM positive with outside air being introduced through DHU-02. c. Unoccupied Mode - Ice 1) Units shall go into Unoccupied mode when the room occupancy sensors time delay has expired, or time schedule is set to unoccupied. 2) Unit shall operate in a recirculation air mode with recirculation damper open during the unoccupied mode of operation. Fan shall cycle to maintain heating, cooling, and dehumidification setpoints. 3) Intake and exhaust dampers shall be closed during the unoccupied mode of operation. 2. Non-Ice Mode a. DHU-02 shall be off with outside air dampers closed. b. Low Occupancy Mode – Non-Ice 1) Occupied mode shall be activated by BMS schedule or occupancy sensor. 2) Supply fan shall run continuously in the low occupancy mode. 3) Outside air intake dampers open to allow 750 CFM of outside air into the unit by-passing the energy recovery wheel. 4) Exhaust fan shall be off and exhaust damper closed. 5) Energy recovery wheel shall be off. 6) Recirculation damper shall modulate to allow 11,540 CFM of return air. 7) Total Supply airflow shall be 13,040 CFM. 8) Outside air plus return air shall be 12,290 CFM 9) Room shall be 1,500 CFM positive. (Two units each 750 CFM positive) c. High Occupancy Mode 1) Occupied mode shall be activated by BMS schedule or occupancy sensor. 2) Unit shall switch to a high occupancy mode of operation when CO2 levels exceed a concentration of CO2 of 1378 ppm above ambient CO2 concentration. 3) Supply and Exhaust fans shall run continuously in the occupied mode with intake and exhaust dampers open. (a) 5,330 CFM of outside air shall be introduced into the unit through the energy recovery wheel, wheel bypass shall be closed. (b) 12,290 CFM of return air shall be pulled from the room. (c) 4,580 CFM of return air shall be exhausted out of the unit through the energy recovery wheel. (d) 7,710 CFM of return air shall be mixed with 5,330 CFM of outside air pretreated by the energy recovery wheel to deliver 13,040 CFM of air to the heating and cooling sections of the unit. 4) Room shall be 1,500 CFM positive with outside air being introduced through RTU-04 and RTU-06. d. Unoccupied Mode 1) Units shall go into Unoccupied mode when the room occupancy sensors time delay has expired, or time schedule is set to unoccupied. 2) Unit shall operate in a recirculation air mode with recirculation damper open during the unoccupied mode of operation. Fan shall cycle to maintain heating, cooling, and dehumidification setpoints. 3) Intake and exhaust dampers shall be closed during the unoccupied mode of operation. G. Temperature control a. Provide a temperature schedule to control occupied and unoccupied setpoints. Note that in ice mode, there should be no temperature set back to prevent mold formation at the demising wall with the ice arena. b. The temperature control schedule shall be independent of the fan schedule. The intent is to hold the room temperature at a constant level during periods of intermittent occupied operation but allow it to be set back during long periods of unoccupied operation. c. In cooling mode, the BMS shall query all temperature sensors and the heating section (gas burner) or the DX hot gas reheat coil shall modulate to satisfy the most demanding room. 1) The gas heat shall not be locked out when the unit is in cooling mode. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 16 H. Humidity Control 1. In cooling mode, the cooling system shall modulate to maintain a cooling coil discharge air temperature equal to the dew point set point, which may vary between ice mode and non-ice mode. In non-ice mode the dew point may be set higher to save energy. In Ice Mode, the set point shall be the same in occupied and unoccupied mode, and no more than 50F. This is achieved by controlling the suction pressure, hence the suction temperature. I. Energy Recovery Wheel Frost control a. The BAS shall measure the wheel pressure drop during initial startup to determine a normal pressure drop. Setpoint shall be set to 0.2 inch WC above this value. b. The BAS shall measure and monitor the pressure drop across the wheel outside air stream and across the wheel exhaust air stream. c. When the energy recovery wheel is energized (occupied mode): 1) With the outside air bypass damper closed, when DP is above setpoint, the BAS shall slow down the wheel motor VFD. 2) When DP drops below setpoint, the VFD shall ramp up to its maximum setting. J. Economizer 1. When the enthalpy of the outside air is less than the enthalpy of the return air the unit shall be operated in the economizer mode. The wheel shall stop and the economizer shall operate as the first stage of cooling. When the enthalpy of the outside air exceeds the enthalpy of the return air, the outside air damper shall return to its previous control. K. VFD shall modulate supply blower to scheduled air quantities. L. Setpoints: Setpoints are received from the Building Automation System (BAS) via communications. 1. Ice Mode: a. Occupied space dew point setpoint: 50° F max, 48° F min. adj. b. Unoccupied space dew point setpoint: 50° F max, 48° F min. adj c. Winter Occupied space temperature setpoint: 50° F adj. d. Winter Unoccupied space temperature setpoint: 50° F adj e. Summer Occupied space temperature setpoint: 50° F adj. f. Summer Unoccupied space temperature setpoint: 50° F adj 2. Non-Ice Mode: a. Occupied space dew point setpoint: 55° F adj. b. Unoccupied space dew point setpoint: 60° F adj c. Winter Occupied space temperature setpoint: 70° F adj. d. Winter Unoccupied space temperature setpoint: 62° F adj e. Summer Occupied space temperature setpoint: 74° F adj. f. Summer Unoccupied space temperature setpoint: 78° F adj 3. MERV-8 Energy Wheel Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 4. MERV-13 Supply Air Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 5. Low discharge supply temperature alarm: 35° F 6. Status and Alarms: Status and alarms can be viewed at the BAS GUI. Alarms can be configured as status or critical. Any critical alarm will put the unit in Unoccupied Mode. Alarms consist of: 7. Outdoor damper failure (damper position feedback) 8. Supply damper failure (damper position feedback) 9. Return damper failure (damper position feedback) 10. External fault (safety relay open) 11. Set points may be adjusted through BAS communications. M. Points List 1. The BAS shall import all points for the unit controller. 2. Temperature, Humidity set points for the different modes 3. Unit Status 4. Filter status 5. Alarms Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 17 3.7 CONSTANT VOLUME ROOFTOP UNITS (RTU-2, 8, 9, 10, 11, 12) A. Constant Volume Rooftop Units are used to provide heating, cooling, and dehumidification for single zone occupancies in the building. The units shall have occupied and unoccupied modes of operation. B. Occupied/Unocupied status shall be scheduled through the BAS. C. Outside Air Control 1. Unoccupied Mode of operation a. Outside air dampers are closed. 2. Occupied Mode of operation a. Outside air dampers are open to the minimum position identified on the equipment schedules. 3. Provide a time schedule that will allow the occupied and unoccupied time periods to be scheduled. 4. Additional outside air damper controls shall be provided for RTU-08. a. When exhaust fan F-09 is energized the outside air damper shall open to 900 CFM minimum, adj. D. Fan Operation 1. BAS switches unit between occupied and unoccupied modes based on scheduled start/stop. 2. Unoccupied Mode a. Supply fan shall cycle on to maintain unoccupied cooling, heating, or dehumidification set points. 3. Occupied Mode a. Supply fan shall run continuously. 4. Manual reset freezestat with a serpentine averaging element shuts off fan if cooling coil discharge air temperature drops below 40F (adjustable). E. Morning Warm Up 1. Outside air damper remains closed until return air temperature rises to 70F (adjustable). 2. When return air reaches 70F, the outside air damper sequences with return air damper to circulate minimum outside air as scheduled. 3. The gas heater modulates to maintain 70F (adjustable) discharge air temperature. F. Economizer 1. When the enthalpy of the outside air is less than the enthalpy of the return air the unit shall be operated in the economizer mode and the outside air damper shall override the outside air quantity called for by the control system and modulate open and return air damper shall modulate closed to maintain mixed air temperature of 51F (adjustable). When the enthalpy of the outside air exceeds the enthalpy of the return air, the outside air damper shall return to its previous control. G. Cooling Control 1. If the economizer operation cannot meet the discharge demand, the space sensor shall sequence the mechanical cooling to maintain space temperature setpoint of 75F (adjustable). H. Dehumidification Control 1. If the space humidity exceeds space humidity setpoint the cooling shall be energized to maintain a cooling coil discharge air temperature of 51F (adjustable). The hot gas reheat shall modulate to maintain space temperature during the dehumidification cycle. I. Heating Control 1. The gas heater modulates to maintain space temperature setpoint when outside air damper reaches minimum position. 2. In the unoccupied mode, the unit shall cycle to maintain unoccupied temperature setpoint with the outside air damper open. J. VFD shall modulate supply blower to scheduled air quantities. K. Provide all controls points available from the unit controller including the following control points: 1. Supply Fan Start/Stop 2. Supply Fan Status 3. Supply Air Temperature 4. Space Temperature 5. Return Air Temperature 6. Space Humidity Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 18 7. Space Humidity Setpoint 8. Return Air Enthalpy 9. Outside Air Temp 10. Outside Air Enthalpy 11. Occupied Status 12. Unoccupied Status 13. Unit Alarms Status – Transfer available alarm points from rooftop unit to BAS. 14. Heating Modulation 15. % Heating Signal 16. Fan Modulation 17. % Fan Speed Signal 18. Cooling Modulation 19. % Cooling Signal 20. OSA Damper Position 21. Return Air Damper Position 22. Mixed Air Temperature 23. Supply Fan Start/Stop 24. Supply Fan Status 25. Fan Status 26. Discharge Air Temperature 27. Space temperature and humidity 28. Space Humidity Setpoint 29. Unit Alarms Status 3.8 UNIT HEATER (UH-1) A. Provide a space temperature sensor to maintain the space temperature setpoint of 70F (adjustable). B. Provide an alarm when the space temperature is above the setpoint. 3.9 ELECTRIC UNIT HEATERS (EUH-1 THROUGH EUH-8) A. Provide a space temperature sensor to maintain the space temperature setpoint of 70F (adjustable). B. Provide the following control points per each unit: 1. Space Temp 2. Occupied Setpoint 3. Unoccupied Setpoint 4. % Heating 3.10 FANS (EF-1 THROUGH EF-9) A. Restrooms – (F-01, F-02, F-04) 1. Fan shall run on a programmed schedule by the BAS 2. Provide the following control points. a. Start/stop/status on BAS. B. Concessions Exhaust – (F-02) 1. Fan shall be energized by a switch located in the concessions area. Coordinate location with Owner. 2. Provide the following control points. a. Start/stop/status on BAS. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 19 C. Refrigeration Room Emergency Ventilation System (F-05, F-06) 1. Provide control of the refrigeration room ventilation system as follows: a. Provide emergency ventilation switches in compliance with local code at each exit of the room. 1) When the emergency ventilation switch is activated or the leak detection system is activated, energize fan F-06 on the FAN SCHEDULE and open the larger section of motorized dampers on the intake louver. The fan and motorized damper shall be manually turned-off, to return to normally off operation with the fan off and the damper closed. 2) Coordinate the location of the switch with the refrigeration contractor and local inspector. 3) Provide a space temperature sensor which will energize fan F-06 on the FAN SCHEDULE and fully open the larger section of motorized damper on the intake louver, when the space temperature rises above set point 75 (adjustable). When the space temperature setpoint is achieved, the fan shall be off and the motorized damper shall be closed. 4) Connect to the ammonia leak detection system provided by the refrigeration contractor. Coordinate the location and wiring requirements of the leak detection system with the refrigeration contractor. (a) When the ammonia leak detection system is activated energize fan F-06 and the larger section of motorized damper on the intake louver. The fan shall be manually turned-off, to return to normally off operation. (b) Coordinate the location and wiring requirements of the ammonia leak detection system with the refrigeration contractor. 2. Provide control of Fan F-05 which is used to ventilate the room when it is occupied under normal working conditions. a. When the controls contractor provided occupancy sensor detects a person(s), or the room lights are energized, energize the fan F-05 on the FAN SCHEDULE and fully open the smaller motorized damper on the intake louver. When the controls contractor provided occupancy sensor doesn’t sense occupancy or when the lights are off, the fan and motorized damper shall be off. b. This contractor shall provide a separate occupancy sensor, connected to the lighting controls of the room and Fan F-05. c. Provide interlocking controls and relays to coordinate with lighting system. D. Electrical/Mechanical Rooms – (F-07, F-08) 1. Provide a space temperature sensor which will energize fan F-07 or F-08 on the FAN SCHEDULE, when the space temperature rises above set point 75 (adjustable). When the space temperature setpoint is achieved, the fan shall be off. 2. Provide the following control points. a. Start/stop/status on BAS. b. Room Temperature. E. Warming Room Exhaust – (F-09) 1. Fan shall be energized by a switch located in the Warming Room. Coordinate location with Owner. 2. The outside air damper on RTU-08 shall open to 900 CFM, adj., to provide outside air for the exhaust hood. 3. Provide the following control points. a. Start/stop/status on BAS. b. RTU-08 damper position. 3.11 DEHUMIDIFICATION UNIT (DHU-01), CONDENSING UNIT (CU-01), ENERGY RECOVERY UNIT ERV-05 (ERV-05). A. Integrate packaged controls into new BAS system. B. Include all DHU-1 control points in the new BAS system. At a minimum include the following: 1. Inside arena dew point temperature for each rink. Coordinate required control modifications for each dehumidification unit to allow the arena dew point set point to be measured/adjusted through the new BAS. 2. Outside air dew point temperature. Measure outside air dew point and display through new BAS. 3. Indoor relative humidity for each arena. Display relative humidity for each arena on BAS system. Include a sensor with display in each arena. 4. Indoor temperature for each arena. Coordinate required control modifications for each dehumidification unit to allow the arena space heating temperature to be measured/adjusted through the new BAS. a. Cycle gas heating sections to maintain indoor space temperature setpoint of 50F (ice events, adjustable). Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 20 b. Cycle DX cooling to maintain indoor space temperature setpoint of 55F (ice events, adjustable). 5. Outside air damper set point. Provide control of outside air damper setting through BAS system. Provide set points for unoccupied and occupied modes of operation for each arena. Coordinate required control modifications for each dehumidification unit to allow the outdoor air intake damper to be adjusted based on selected occupancy mode through the new BAS. a. DHU-01 and ERV-05 shall be operated to maintain a maximum concentration of CO2 of 1378 ppm above ambient CO2 concentration. 1) A CO2 sensor shall be located in the return air ductwork. If the maximum concentration of CO2 does not exceed 1378 ppm above ambient CO2 concentration the unit shall run in a minimum outside air mode of operation. (i) Intake air damper shall open to the minimum position scheduled on the drawings. (ii) Exhaust damper shall be closed. (iii) Exhaust fan integral to the unit shall be off. (iv) By-pass damper around ERV wheel shall be open. (v) ERV wheel shall be off. 2) A CO2 sensor shall be located in the return air ductwork. If the maximum concentration of CO2 exceeds 1378 ppm above ambient CO2 concentration the energy recovery section of DHU-1 shall be energized. (i) Intake air damper shall open to 100%. (ii) Exhaust damper shall open to 100%. (iii) Exhaust fan integral to the unit shall be energized. (iv) If the CO2 levels drop below setpoint for 15 minutes the energy recovery wheel shall be de- energized, exhaust fans shall be off, exhaust damper shall be closed, and outside air damper shall return to minimum outside air position. 3) If the CO2 sensor located in the return air ductwork exceeds a maximum concentration of CO2 of 1378 ppm above ambient CO2 concentration for a period of 15 minutes, adjustable, after the energy recovery wheel is energized, ERV-05 shall be energized. (i) Intake air damper on ERV-05 shall open to 100%. (ii) Exhaust damper on ERV-05 shall open to 100%. (iii) Supply fan integral to ERV-05 shall operate at scheduled air flow. (iv) Exhaust fan integral to ERV-05 shall operate at scheduled air flow. (v) If the CO2 levels drop below setpoint for 15 minutes ERV-05 shall be de-energized, exhaust and supply fans shall be off, exhaust damper shall be closed, and outside air damper shall be closed. 4) Outside air damper position and CO2 level shall be displayed on BMS. b. The outside air damper shall also modulate based on high levels of CO are present. A CO sensor shall be located in the return duct. The energy recovery section of the DHU-1 shall be energized when a maximum one-hour average concentration of CO of 20 ppm is exceeded. CO sensor shall be compliant with State Guidelines for ice arenas. Instruct Owner on calibration requirements to ensure device reading accuracy and compliance with State Guidelines. Provide alarms to the Building Manager if any of the following conditions occur: 1) CO concentration remains at or above 83 ppm for 5 minutes or more. 2) CO concentration remains at or above 40 ppm for 60 minutes or more. 3) CO concentration remains at or above 20 ppm for 120 minutes or more. c. The outside air damper shall also modulate based on high levels of NO2 are present. A NO2 sensor shall be located in the space at 5’-0” above floor level and shall modulate the outside air damper to maintain a maximum one-hour average concentration of NO2 of 0.3 ppm. NO2 sensor shall be compliant with State Guidelines for ice arenas. Instruct Owner on calibration requirements to ensure device reading accuracy and compliance with State Guidelines. Provide alarms to the Building Manager if any of the following conditions occur: 1) NO2 concentration remains at or above 2.0 ppm for 5 minutes or more. 2) NO2 concentration remains at or above 0.6 ppm for 60 minutes or more. 3) NO2 concentration remains at or above 0.3 ppm for 120 minutes or more. d. Trends shall be set up to monitor and record levels of CO, CO2, and NO2 on an hourly basis. C. Cooling system CU-01, DHU-01 1. CU-01 shall be energized and the unit controlled to provide a constant discharge air temperature of 50°F. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 21 D. Setpoints: Setpoints are received from the Building Automation System (BAS) via communications. 1. Ice Mode: a. Occupied space dew point setpoint: 35° F, adj. b. Unoccupied space dew point setpoint: 35° F, adj c. Winter Occupied space temperature setpoint: 50° F adj. d. Winter Unoccupied space temperature setpoint: 50° F adj e. Summer Occupied space temperature setpoint: 50° F adj. f. Summer Unoccupied space temperature setpoint: 50° F adj 2. MERV-8 Energy Wheel Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 3. MERV-13 Supply Air Filter clogged alarm setpoint: 0.80 inches WC. Confirm value with manufacturer. 4. Low discharge supply temperature alarm: 35° F 5. Status and Alarms: Status and alarms can be viewed at the BAS GUI. Alarms can be configured as status or critical. Any critical alarm will put the unit in Unoccupied Mode. Alarms consist of: 6. Outdoor damper failure (damper position feedback) 7. Supply damper failure (damper position feedback) 8. Return damper failure (damper position feedback) 9. External fault (safety relay open) 10. Set points may be adjusted through BAS communications. E. Points List 1. The BAS shall import all points for the unit controller. 2. Temperature, Humidity set points for the different modes. 3. Unit Status 4. Filter status 5. Alarms 6. Process air stream a. Outside air temperature and humidity ratio b. Return Air temperature and humidity ratio c. Mixed air temperature and humidity ratio d. By-pass damper position (Closed/Open) e. Energy recovery wheel outlet conditions, temperature, and humidity ratio f. Dehumidification wheel outlet conditions, temperature, and humidity ratio g. Leaving air outlet conditions, temperature and humidity ratio 7. Reactivation air stream a. Outside air temperature and humidity ratio b. Reactivation heater outlet conditions, temperature and humidity ratio c. Dehumidification wheel outlet conditions, temperature and humidity ratio 3.12 DEHUMIDIFICATION UNIT (DHU-2) A. DHU-2 is intended to operate only when the Multi-Purpose Arena 154 is operating in an ice mode. B. Integrate packaged controls into new BAS system. C. Include all DHU-2 control points in the new BAS system. At a minimum include the following: 1. Inside arena dew point temperature for each rink. Coordinate required control modifications for each dehumidification unit to allow the arena dew point set point to be measured/adjusted through the new BAS. 2. Outside air dew point temperature. Measure outside air dew point and display through new BAS. 3. Indoor relative humidity for each arena. Display relative humidity for each arena on BAS system. Include a sensor with display in each arena. 4. Indoor temperature for each arena. The indoor temperature of the arena will be controlled with rooftop units RTU-04 and RTU-06. Coordinate required control modifications for each unit to allow the arena space heating temperature to be measured/adjusted through the new BAS. a. Cycle gas heating sections of RTU-04 and RTU-06 to maintain indoor space temperature setpoint of 50F (adjustable) when the system is an ice mode. Woodman's Sports & Convention Center (WSCC) Nelson Rudie & Associates BAS SEQUENCE OF OPERATION 25 09 93 - 22 5. Outside air damper set point. Provide control of outside air damper setting through BAS system. Provide set points for unoccupied, occupied, and event modes of operation for each arena. Coordinate required control modifications for RTU-04, RTU-06, and DHU-02 to allow the outdoor air intake damper to be adjusted based on selected occupancy mode through the new BAS. 1) The outside air damper located in DHU-02 shall be closed when the unit is off. 2) The outside air damper located in DHU-02 shall be closed when the unit is an unoccupied mode of operation. 3) The outside air damper located in DHU-02 shall be open to a minimum position when the unit is in an occupied mode of operation. 4) RTU-04 and RTU-06 shall be energized in an energy recovery mode of operation if the concentration of CO2 in the arena exceeds 1378 ppm above ambient CO2 concentration. A CO2 sensor shall be located in the return air ductwork to DHU-02 and shall energize RTU-04 and RTU-06 switch them to the high occupancy ice mode of operation described in the RTU-04 and RTU-06 control sequence. 5) RTU-04 and RTU-06 shall be energized in an energy recovery mode of operation when high levels of CO are present. A CO sensor, located per Wisconsin code, shall energize RTU-4 and RTU-06 switch them to the high occupancy ice mode of operation described in the RTU-04 and RTU-06 control sequence to maintain a maximum one-hour average concentration of CO of 20 ppm. CO sensor shall be compliant with Wisconsin Department of Health Guidelines. Instruct Owner on calibration requirements to ensure device reading accuracy and compliance with State Guidelines. Provide alarms to the Building Manager if any of the following conditions occur: (a) CO concentration remains at or above 83 ppm for 5 minutes or more. (b) CO concentration remains at or above 40 ppm for 60 minutes or more. (c) CO concentration remains at or above 20 ppm for 120 minutes or more. 6) RTU-04 and RTU-06 shall be energized in an energy recovery mode of operation when high levels of NO2 are present. A NO2 sensor shall be located in the space at 5’-0” above floor level and shall switch them to the high occupancy ice mode of operation described in the RTU-04 and RTU-06 control sequence to maintain a maximum one-hour average concentration of NO2 of 0.3 ppm. NO2 sensor shall be compliant with the Wisconsin State Code. Instruct Owner on calibration requirements to ensure device reading accuracy and compliance with State Guidelines. Provide alarms to the Building Manager if any of the following conditions occur: (a) NO2 concentration remains at or above 2.0 ppm for 5 minutes or more. (b) NO2 concentration remains at or above 0.6 ppm for 60 minutes or more. (c) NO2 concentration remains at or above 0.3 ppm for 120 minutes or more. 7) Trends shall be set up to monitor and record levels of CO, CO2, and NO2 on an hourly basis. 3.13 PACKAGED AIR CONDITIONERS (AC-1A/AC-1B THROUGH AC-7A/AC-7B) A. Provide a space temperature sensor to maintain the space temperature setpoint of 75F (adjustable). B. Provide an alarm when the space temperature is above the setpoint. 3.14 INFRA-RED HEATERS (IR-01 THROUGH IR-15) (CONTROL PANELS FOR EACH SYSTEM) (VACUUM PUMPS VP-01 THROUGH VP-03) A. Install temperature sensor furnished by section 23 55 23. B. Systems are intended to operate intermittently for spectator comfort and are not intended to heat the building. Provide scheduling capability for each system which can be used to allow heater operation during a game events. C. Provide low voltage wiring between infra-red control panel and space sensor. D. Provide low voltage control wiring between infra-red control panel and vacuum pump. E. Provide start/stop/status and indicate alarm condition on BAS. Nelson Rudie & Associates Woodman's Sports & Convention Center (WSCC) BAS SEQUENCE OF OPERATION 25 09 93 - 23 3.15 REFRIGERATION SYSTEM CONTROL DISPLAY A. The refrigeration system is controlled with an independent Bacnet compliant control system. Provide control schematics and system integration to allow display of 30 refrigeration system points with trending and alarm capabilities on the building BMS system. B. The following specific Refrigeration System control points identified in specification section 13 18 17 Ice Rink Control System shall be displayed on the Division 25 control system. (Included as part of the 30 refrigeration system control points included in base bid.) 1. Refrigeration System Power Status 2. System Enable Switch 3. Leak Detection Refrigerant Level 4. Compressor Common Discharge Pressure 1 5. Compressor Common Discharge Pressure 2 6. Compressor 1 Status 7. Compressor 2 Status 8. Compressor 3 Status 9. Fan Status 10. Water Pump Status 11. Glycol Supply Temperature Common 12. Glycol Return Temperature 1 (Rink 1) 13. Glycol Return Temperature 2 (Rink 2) 14. Rink Floor Temperature 1 (Rink 1) 15. Rink Floor Temperature 1 (Rink 2) 16. Subfloor Temperature 1 (Rink 1) 17. Subfloor Temperature 1 (Rink 2) 18. Rink Pump 1 Status 19. Rink Pump 2 Status 20. Rink Pump 3 Status END OF SECTION 22-0025.00 32 12 16.13 - 1 Plant Mix Asphalt Paving © Harwood Engineering Consultants, Ltd. SECTION 32 12 16.13 PLANT MIX ASPHALT PAVING PART 1 – GENERAL 1.01 SCOPE A. The work under this section shall consist of providing all work, materials, labor, equipment, and supervision necessary to provide and construct the paving and surfacing as provided for in these specifications and on the drawings. Included are the following topics: PART 1 - GENERAL General Related Work Submittals Record Drawings References Provisions for Future Work PART 2 - MATERIALS Hot Mix Asphalt (HMA) Pavement PART 3 - EXECUTION Hot Mix Asphalt (HMA) Pavements Pavement Repairs 1.02 RELATED WORK A. Applicable provisions of Division 01 govern work under this Section. Section 31 05 00 Common Work Results for Earthwork (Outside Building Footprint) Section 32 05 00 Common Work Results for Exterior Improvements Section 32 11 23.33 Dense Graded Base 1.03 SUBMITTALS A. Provide copies of record drawings. B. Provide copies of material testing reports. C. Provide manufacturers product information (cut sheets) and mix designs and specifications: 1. Asphalt Mix Design D. Materials conforming to the WisDOT Standard Specifications for Highway and Structure Construction (Latest Edition, hereafter called “Standard Specifications for Highway Construction”) and supplied from a WisDOT approved source need not be tested. The contractor shall furnish evidence of such WisDOT approval to the Architect/Engineer and/or Construction Representative 1.04 RECORD DRAWINGS A. Maintain record drawings showing actual locations of utilities and other features encountered, modifications to proposed grades and site features, and other deviations from the original design. 1.05 REFERENCES A. Wherever WisDOT or SSHSC appears in this specification it shall be construed to mean the pertinent sections of the State of Wisconsin, Department of Transportation, Standard Specifications for Highway and Structure Construction (SSHSC), current edition, and all supplemental and interim supplemental specifications, as they may pertain, except this contract shall be a lump sum contract and measurement and basis of payment methods shall not apply. B. Applicable provisions of Division 01 shall apply to this section. 22-0025.00 32 12 16.13 - 2 Plant Mix Asphalt Paving © Harwood Engineering Consultants, Ltd. 1.06 PROVISIONS FOR FUTURE WORK A. The Contractor shall coordinate his work and access to the site with the work and access requirements of all other Contractors prior to the start of work; he should do so especially when such work will connect to or be connected to other work. PART 2 – MATERIALS 2.01 HOT MIX ASPHALTIC (HMA) PAVEMENT A. Provide HMA pavement conforming to the requirements Section 460 of Standard Specifications for Highway Construction. Utilize the same material type throughout the paving operation unless noted elsewhere on the plans. Materials provided under this section to the requirements of WisDOT Standard Specifications for Highway AND Structure Construction, Section 455 and as revised in any current Supplemental Specifications. HMA Type Heavy Duty Surface Course: LT-5 58-28S Binder Course: LT-3 58-28S Regular Duty Surface Course: LT-5 58-28S Binder Course: LT-4 58-28S PART 3 – EXECUTION 3.01 HOT MIX ASPHALT (HMA) PAVEMENT A. HMA shall be placed in accordance with the requirements of Section 460 of Standard Specifications for Highway Construction. B. HMA thickness as indicated in plan details. Install tack coat between each lift per WisDOT specs C. If final lift of asphalt is not installed until a later date, all failed or damaged areas shall be removed and replaced by the contractor at no cost to the owner at the time of final lift installation. D. Asphalt shall not be installed adjacent to new curb nor shall backfilling occur adjacent to new curb no sooner than 7 days after pouring. If desired, Contractor (at his cost) may provide cylinders (tested by the geotechnical engineer) that prove a minimum strength of 3000 psi sooner than 7 days. E. Asphalt pavement shall only be installed after a successful proof-roll of the base course has been completed and observed/approved by the geotechnical engineer (immediately before the asphalt placement). 3.02 PAVEMENT REPAIRS A. Sawcut all pavement surfaces to neat and straight lines at the limits of removal by a two-step method (only applicable in areas where existing pavement is not being pulverized). Limit the initial pavement removal to the immediate area of the proposed work. Full depth sawcutting is not required for this phase of removal. After the work is completed, make a full depth sawcut to neat and straight lines outside the widest point of pavement disruption. Sawcut the lines of the repair parallel to existing joints, or parallel to or perpendicular to pavement edges so as to form a neat patch. Carefully remove all remaining pavement within the sawcut area to the lines of the sawcut. Do not disturb the existing base materials between the area disturbed by the work and the sawcut line by the sawcutting, pavement removal, or pavement replacement processes. B. Contractor to note existing areas of concern or failure to the owner prior to the start of construction. C. Remove all walks, curbs, and other jointed paving by sawcutting at the nearest joint beyond the limits of removal. 22-0025.00 32 12 16.13 - 3 Plant Mix Asphalt Paving © Harwood Engineering Consultants, Ltd. D. Adjust all inlets, manholes, catch basins, valve boxes, and other such castings to match new finished grade as incidental work. E. Place HMA surface course on all roadway, parking lots, service drives, and loading dock areas as designated on the plans. END OF SECTION PART #16 - DRAWINGS DN1" / 1'-0"1" / 1'-0"SANSAN SANSANSANSANEESANSAN ST STSTSTSTSTSTSTSTST STST STST STSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STST E E E E E E E ST ST STEEEEEEEEEEEEEEEE EEGASGASGAS GAS GASGASGASGASGASGASEE STST GASGASGASGASGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWSTSTEEEGASGASGASGASGASGASGASEEEEEEEEEEEEEEEEEEEEEEE E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWSANSAN SANSANEESANSANEEEEEEESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SANSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWW30343028 28374320DRIVETHRUDRIVETHRUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W WWST ST ST ST ST ST ST ST ST ST STST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST1627STSTSTSTSTSTST W Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com TELEPHONE [414] 4 7 6 . 9 5 0 0 FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/13/2023220025.00C2023-15Permit Resubmittal SetEXISTINGBUILDINGMILTON AVE PROPOSEDBUILDINGPROPOSED DROP OFF LANEEXISTING PROPERTYBOUNDARYEXISTING PUMPBUILDINGPROPOSED DROPOFF LANEEXISTING PROPERTYBOUNDARYMATCH LINESEE SHEET C1.13C1.12SITE PLAN -NORTHSCALE: 1" = 20'NorthDENOTES PROPOSEDROOF OVERHANG. SEEARCHITECTURAL PLANSPROPOSED HEAVY DUTYASPHALT PAVEMENT (TYP)PROPOSED REGULAR DUTYASPHALT PAVEMENT (TYP)1.DENOTES PROPOSED 6" x 6" TEE, 6" AUX VALVE, 35L.F. 6" PVC WATERMAIN, HYDRANT LEAD ANDHYDRANT ASSEMBLY. CONNECT TO EXISTING 6"WATERMAIN PER CITY OF JANESVILLEREQUIREMENTS.2.DENOTES PROPOSED PRIVATE FIRE HYDRANT.3.DENOTES PROPOSED WATERMAIN CONNECTION TOEXISTING WATERMAIN. INSTALL 9 L.F. 6" PVCWATERMAIN AND 6" GATE VALVE.4.DENOTES PROPOSED WATERMAIN CONNECTION TOEXISTING WATERMAIN PER. INSTALL 13 L.F. 6" PVCWATERMAIN AND 6" GATE VALVE.5.DENOTES PROPOSED 4 L.F. 6" PVC WATERMAIN.6.DENOTES PROPOSED 7 L.F. 6" PVC WATERMAIN.7.DENOTES PROPOSED 6" 45° BEND.8.DENOTES PROPOSED 20 L.F. 6" PVC WATERMAIN.#3713125111423541.EXIST. 6" WATERMAIN I.E. = 875.35PROP. 6" WATERMAIN (INSTALL OFFSET PACKAGE) I.E. = 874.352.PROP. 18" STORM I.E. = 876.84PROP. 6" WATERMAIN I.E. = 873.90 3.PROP. 18" STORM I.E. = 876.82PROP. 6" WATERMAIN I.E. = 873.904.PROP. 18" STORM I.E. = 876.91PROP. 6" WATERMAIN I.E. = 873.755.PROP. 18" STORM I.E. = 876.79PROP. 6" WATERMAIN I.E. = 873.756.PROP. 12" STORM I.E. = 876.99PROP. 6" WATERMAIN I.E. = 873.357.PROP. 12" STORM I.E = 876.95PROP. 6" WATERMAIN I.E. = 873.358.PROP. 12" STORM I.E. = 877.15PROP. 6" WATERMAIN I.E. = 872.509.PROP. 12" STORM I.E. = 877.11PROP. 6" WATERMAIN I.E. = 872.50#(CAUTION! UTILITY CROSSING. VERIFY EXACT LOCATION ANDELEVATION PRIOR TO STARTING CONSTRUCTION. ADJUSTWATERMAIN IF NEEDED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION BETWEEN SEWER AND WATERMAIN AND MAINTAINMINIMUM 6' OF COVER ABOVE WATERMAIN.) CONTRACTOR TOINSTALL 4' x 8' x 2" SHEET OF INSULATION BOARD CENTERED ONWATERMAIN AT ALL CROSSINGS WITH THE WATERMAIN ANDSEWER.612151.DENOTES PROPOSED 18" CURB AND GUTTER.2.DENOTES EXISTING CURB AND GUTTER TO REMAIN.3.DENOTES PROPOSED REVERSE STYLE CURB AND GUTTER.4.DENOTES PROPOSED TYPE 1 ADA RAMP WITH 8 L.F.DEPRESSED CURB AND 6' CURB TAPERS ON EACH SIDE. SEEDETAIL ON SHEET C5.00.5.PROPOSED CONCRETE SIDEWALK.6.DENOTES PROPOSED ADA PARKING STALL. SEE DETAIL ONSHEET C5.01 FOR DETAILED INFORMATION.7.DENOTES PROPOSED PARKING COUNT.8.CAUTION! UTILITIES. VERIFY EXACT LOCATION ANDELEVATION PRIOR TO STARTING CONSTRUCTION.9.DENOTES PROPOSED DIRECTIONAL PAVEMENT MARKING(TYP).10.PROPOSED CONCRETE PAVEMENT.11.PROPOSED STOOP AND FROST WALL AT DOOR. SEEARCHITECTURAL AND STRUCTURAL PLANS.12.DENOTES PROPOSED SITE LIGHTING (TYP). SEE ELECTRICALPLANS.13.DENOTES PROPOSED BARRIER STYLE CURB#1111112122333141431431341055556677PROPOSED HEAVY DUTYASPHALT PAVEMENT (TYP)DENOTES PROPOSED 8.5'OF DEPRESSED CURBWITH 6' OF CURB TAPERON EACH SIDEDENOTES PROPOSED 43.5' OFDEPRESSED CURB WITH 6' OFCURB TAPER ON WEST SIDE AND2' CURB TAPER ON EAST SIDE888PROPOSED CONCRETE SIDEWALKPROPOSED HEAVY DUTY ASPHALT PAVEMENTPROPOSED PAVEMENT TO BE REMOVED AND REPLACEDPROPOSED CONCRETE PAVEMENTPROPOSED DEPRESSED CURBPROPOSED TAPER CURBPROPOSED REVERSE CURB991111111111111111111111PROPOSED REGULAR DUTY ASPHALT PAVEMENT8769812121212121212DENOTES PROPOSED PAVEMENT STRIPING.REMOVE EXISTING PAVEMENT MARKINGSAS REQUIRED TO INSTALL PROPOSEDIMPROVEMENTS13489109.DENOTES PROPOSED 22 L.F. 6" PVC WATERMAIN.10.DENOTES PROPOSED 6" 22.5° BEND..11.DENOTES PROPOSED 126 L.F. 6" PVC WATERMAIN.12.DENOTES PROPOSED 124 L.F. 6" PVC WATERMAIN.13.DENOTES PROPOSED 6" 22.5° BEND.14.DENOTES PROPOSED 272 L.F. 6" PVC WATERMAIN.15.DENOTES PROPOSED 288 L.F. 6" PVC WATERMAIN.16.COORDINATE WITH MALL ON ANY WATER SERVICESHUTDOWNS. WATER TO MALL CAN ONLY BE OUT OFSERVICE BETWEEN THE HOURS OF 10:00 PM AND 6:00AM.17.DENOTES PROPOSED OFFSET PACKAGE. INSTALL TOASSURE SEPARATION BETWEEN PROPOSEDWATERMAIN AND EXISTING WATERMAIN.PROPOSED BIDALTERNATIVE #19999999915151515222213333331616161616161616MATCH PROPOSED CONCRETEPAVEMENT INTO EXISTINGCONCRETE COMPACTOR PAD12181916162014.DENOTES PROPOSED THICKENED EDGE CONCRETESIDEWALK (TYP)15.DENOTES PROPOSED PAVEMENT REMOVAL ANDREPLACEMENT. REMOVE EXISTING ASPHALT AND INSTALLNEW REGULAR DUTY ASPHALT. EXISTING STONE BASE TOREMAIN. RESHAPE AS NEEDED TO MAINTAIN MINIMUMPAVEMENT THICKNESS SHOWN ON THE DETAILS. IF EXISTINGASPHALT IS THICKER THAN PROPOSED SECTION, INSTALLAND SHAPE ADDITIONAL STONE BASE COURSE AS NEEDEDTO MAINTAIN PROPOSED PAVEMENT SECTION.16.SAWCUT EXISTING PAVEMENT AND CREATE BUTT JOINTWHERE PROPOSED MEETS EXISTING.17.DENOTES PROPOSED 2' CURB TAPER.18.REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT ASNEEDED TO INSTALL WATERMAIN. MATCH EXISTINGSECTIONS AND ELEVATIONS.19.DENOTES PROPOSED STOP SIGN AND STOP BAR.20.DENOTES PROPOSED TYPE 1 ADA RAMP WITH 6 L.F.DEPRESSED CURB AND 6' CURB TAPERS ON EACH SIDE. SEEDETAIL ON SHEET C5.00.21.MAINTAIN 4' HORIZONTAL SEPARATION BETWEEN PROPOSEDPARALLEL WATERMAIN.8888117212121DENOTES PROPOSED BOLLARD (TYP.).SEE ARCHITECTURAL PLANS FORLOCATION AND DETAILSDENOTES PROPOSED BOLLARD (TYP.).SEE ARCHITECTURAL PLANS FORLOCATION AND DETAILS111/17/23Addendum 11 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 NEEDEDTO MAINTAIN PROPOSED PAVEMENT SECTION.21.SAWCUT EXISTING PAVEMENT AND CREATE BUTT JOINTWHERE PROPOSED MEETS EXISTING.22.DENOTES PROPOSED CURB OPENING WITH 3 L.F. DEPRESSEDCURB AND 3' CURB TAPERS ON BOTH SIDES.23.DENOTES PROPOSED STOP SIGN.24.MAINTAIN 4' HORIZONTAL SEPARATION BETWEEN PROPOSEDPARALLEL WATERMAIN.PROPOSED REGULAR DUTYASPHALT PAVEMENT (TYP)910111819PROPOSED BIDALTERNATIVE #220202222222221212121212121MATCH PROPOSED CURB INTOEXISTING SIDEWALK103321717MATCH PROPOSED CONCRETEPAVEMENT INTO EXISTINGCONCRETE COMPACTOR PAD1242424131919192123PROPOSED BUS STOP CONCRETE PAVEMENTPROPOSED BUS STOPCONCRETE PAVEMENT161212DENOTES PROPOSED BOLLARD (TYP.).SEE ARCHITECTURAL PLANS FORLOCATION AND DETAILS111/17/23Addendum 11 VANACCESSIBLERESERVEDPARKINGVEHICLES WITH VET ORDIS PLATES OR STATEDISABLED CARDTHIS SPACE············Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com TELEPHONE [414] 4 7 6 . 9 5 0 0 FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:WOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2510 Milton AvenueJanesville, WI 5354510/13/2023220025.00C2023-15Permit Resubmittal SetC5.00CONSTRUCTIONDETAILS111/17/23Addendum 11 DNUPUP1" / 1'-0"SA N SA N W W W W W W W WSANWW W W W W W W W W W W W W W W W W W W W W W W WWW881880 879 WWWW881 881 881 880 881881882881 882 (1) AMH (1) AMH BUILDING ADDITION WA L K WALKLAWN BIORETENTION BASIN (WETLAND SEED MIX) (3) SKH (1) SWO (2) BC (1) BC (2) WS LAWN LAWN (3) SSP (3) DKL (1) QFH (5) BMV (1) QFH (11) KCJ (1) QFH (5) BMV (1) QFH (16) KKC (8) RUD (6) DMP (23) PDG (1) VFE (19) AWS LAWN (4) AH (13) RUD (3) SSP (3) DKL (4) PFG (2) DKL (7) AH (5) SSP BUS STOP LIGHT, TYP. E E E E E E E EWW WWWWWWWWWWWWWWWW881881881 8 8 2 882882 882(24) GLS (20) GLS (9) DBH (2) RPO (1) SWO (1) SWO LAWN (3) BMV (2) IHD (13) RUD (16) KKC (3) SSP (17) PDG (2) IHD(1) ABS BUILDING ADDITION (5) RUD (5) LBS (5) DMP (5) LQF (13) RUD (9) PDG (10) KKC (3) AH (1) RPO (3) AH (3) DMP LIGHT, TYP. ORNAMENTAL TREES BOTANICAL / COMMON NAME SIZE ROOT QTY ABS Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 7` Ht.B&B 1 EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY SSP Pinus cembra 'Chalet' / Chalet Swiss Stone Pine 5` Ht.B&B 3 DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY RPO Quercus robur x bicolor 'Long' TM / Regal Prince Oak 2" Cal.B&B 1 DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY IHD Cornus alba 'Bailhalo' TM / Ivory Halo Dogwood 36" Ht.Cont.4 AH Hydrangea arborescens 'Annabelle' / Annabelle Hydrangea 24" Ht.Cont.6 LQF Hydrangea paniculata 'SMHPFL' / Little Quick Fire Hydrangea 24" Ht.Cont.5 BMV Viburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum 36" Ht.Cont.3 EVERGREEN SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY DMP Pinus mugo 'Pumilio' / Dwarf Mugo Pine 24" Ht.B&B 8 ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY LBS Schizachyrium scoparium / Little Bluestem 1 Gal.Pot 5 PDG Sporobolus heterolepis / Prairie Dropseed 1 Gal.Pot 26 PERENNIALS BOTANICAL / COMMON NAME SIZE ROOT QTY KKC Echinacea purpurea 'Kim's Knee High' / Kim's Knee High Coneflower 4.5"Pot 26 RUD Rudbeckia hirta / Black-eyed Susan 4.5"Pot 31 PLANT SCHEDULE ALTERNATE #1 EVERGREEN TREES BOTANICAL / COMMON NAME SIZE ROOT QTY SSP Pinus cembra 'Chalet' / Chalet Swiss Stone Pine 5` Ht.B&B 11 DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE ROOT QTY VFE Ulmus americana 'Frontier Elm' / Frontier American Elm 2" Cal.B&B 1 DECIDUOUS SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY AH Hydrangea arborescens 'Annabelle' / Annabelle Hydrangea 24" Ht.Cont.11 QFH Hydrangea paniculata 'Quick Fire' / Quick Fire Hydrangea 36" Ht.Cont.4 AWS Spiraea x bumalda 'Anthony Waterer' / Anthony Waterer Spiraea 18" Ht.Cont.19 DKL Syringa meyeri 'Palibin' / Dwarf Korean Lilac 36" Ht.Cont.8 BMV Viburnum dentatum 'Blue Muffin' / Blue Muffin Arrowwood Viburnum 36" Ht.Cont.10 EVERGREEN SHRUBS BOTANICAL / COMMON NAME SIZE ROOT QTY KCJ Juniperus x pfitzeriana 'Kallay's Compact' / Kallay's Compact Pfitzer Juniper 24" Sprd.Cont.11 DMP Pinus mugo 'Pumilio' / Dwarf Mugo Pine 24" Ht.B&B 6 ORNAMENTAL GRASSES BOTANICAL / COMMON NAME SIZE ROOT QTY PFG Miscanthus sinensis 'Purpurescens' / Purple Flame Grass 1 Gal.Pot 4 PDG Sporobolus heterolepis / Prairie Dropseed 1 Gal.Pot 23 PERENNIALS BOTANICAL / COMMON NAME SIZE ROOT QTY KKC Echinacea purpurea 'Kim's Knee High' / Kim's Knee High Coneflower 4.5"Pot 16 RUD Rudbeckia hirta / Black-eyed Susan 4.5"Pot 21 PLANT SCHEDULE ALTERNATE #2 L1.03 Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 10/13/2023 220025.00 C2023-15 Permit Resubmittal Set SCALE: 1" = 20' North LANDSCAPE PLAN BID ALTERNATIVES 11/20/2023 Addendum #1 UP DN DN HC HC HC 3 A8.4 1 A5.1 RESURFACER/ SHOP TOOLS/LAUNDRY 170 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 TRAINING 129 UNISEX TLT 128 A8.0 4 A8.0 5 A8.0 8 A8.0 9 MATCHLINE AA MATCHLINE BBLAUNDRY 131 WET TEAM RR 139 A128.1 A132.1 A133.1A135.2A138.1 A140.1 A141.1 A143.1A144.2A170.5 A170.2 A170.4 A135.1 A134.2 A134.1 A131.1 A142.1 A139.2A139.1ICE RINK CIRCULATION 135 H J K M P Q 1 2 3 2 A5.1MATCHLINE BB7' - 2" 21' - 3" 19' - 2 3/4" 31' - 7" 15' - 8" 10 1/4" 6' - 10 1/2" 18' - 10" 10" L L.6 8' - 10" 4' - 0" 6' - 6" 6' - 4" 9' - 4" 43' - 2" 12' - 2" 7' - 0" 14' - 8" 7' - 2"7' - 2"30' - 0"18' - 0"13' - 0"22' - 10"6' - 4"9' - 6"9' - 0"5' - 10"5' - 4" 15' - 2 3/8" 6' - 5" 18' - 10" 1" / 1'-0"1" / 1'-0" 30 A8.4 11 A8.4 9 A8.4 9 Sim A8.4 9 Sim A8.4 16 ADD ALT 2 SEE SHEET A2.6 - A2.8 2 A7.4 36 37 37 A170.1A172.1A171.3A168.17' - 4"4' - 3"15' - 7"9' - 8"12' - 4" 12' - 6" 40 REFER TO REFRIGERATION DRAWINGS9' - 8 1/2"10' - 11"8' - 10"18' - 4"1 1 178' - 6" 10' - 11 1/2" 12' - 0" 9' - 2" 3' - 10" 11' - 6" 8' - 6"27' - 1 1/2" 158' - 1 1/2" 83' - 1" 56' - 2 1/2" 18' - 10"28' - 0"1' - 2"6' - 6"4"6' - 4"3' - 4"102' - 4"(2) 6'-0" x 6'-0" ROLL OUT DUMPSTER 54 53 7 14' - 7 1/2" 6' - 0" 8' - 10 1/2" BL2 W20 2' - 9" 12' - 11" 8' - 3" 6' - 5" 12' - 11" 4' - 0" 3' - 7 3/8" 46" SILL A179.1 A169.1 MECHANICAL 168 ELECTRICAL 169 METER/RISER 179 REFRIGERATION 172 MERCYHEALTH ARENA 136 PASSAGE 130 PASSAGE 144 27' - 7" 9' - 5" 20' - 8" 1' - 5" 8' - 10" 20' - 2" 24' - 0" 10' - 0" 24' - 0" 11' - 11" MAIN TEAM ROOM 132 63 66 8081 19' - 2 1/2" STORAGE 135(A) AV CLOSET 167 (B) 1M8 1M8 84 85 40 A7.1 27 87 88 88 88 88 87 87 87 2' - 6 1/2" 6' - 7 1/2" 4' - 5 1/2" 6' - 6" 33' - 2" M8 VESTIBULE 171 CLOSET 172(A) A172a A171.1 A171.2 2 A5.6 3 A5.6 4 A5.6 18' - 0" 56' - 2 1/2"167' - 5 1/2"J.C. 142 4 6' - 4" 21' - 3" 8' - 3 1/2" 86' - 3 1/2" 5' - 6" 23' - 11" 7' - 3" 21' - 4" 23' - 6 3/4" 11' - 1" 39' - 8" GENERAL NOTE: FUTURE SOLAR INVERTERS WILL BE INSTALLED ON THE SE CORNER OF THE BUILDING - KEEP WALL CLEAR FOR FUTURE COORDINATION REQUIRED IF SOLAR PROJECT IF INSTALLED. 2 A8.415' - 4" 7' - 2" 12' - 6" 15' - 6" 20' - 7 1/2" 7 A8.5 5 A8.5 A8.5 6 A167.3 L.4 L.8 REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORK 37 A129.1M6 103 103a 103 103a 1 A6.52 A6.5 32 32A137.1BEAM O.H. 65 64 82 A7.0 1 18 2130 30 L.7 A133.2 6' - 4" 37' - 4" 1M8 1 3 5 .0 0 ° 1' - 2" 34' - 2 1/2" 6' - 0" 16' - 0"1' - 11"1 3 5 .0 0 ° 46" SILL6' - 1 3/8"2' - 8 5/8"RADIUS OF SEATING & RAILING TO ALWAYS FOLLOW ICE ARENA BOARDS M8 M12 STRUCTURE (ABV.)119' - 2" 28' - 0"10"19' - 5 1/2"1 A7.4 M8 M8 M8 M8 M8 M8 M8 M8 M8 M12 M8 M12 M6 M12 M8 M8 M12 M8 M8 M8 M8 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 -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.1a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR PLAN -SE QUAD 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 7 CONCRETE STOOP 4'-10" X 4'-0", SLOPE 1/4" PER FOOT 18 CONCRETE STOOP 5'-4" X 4'-0", SLOPE 1/4" PER FOOT 21 CONCRETE STOOP 8'-6" X 4'-0" 30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O 32 MAIN TEAM LOCKERS PROVIDED BY USER. 36 STACKABLE WASHER DRYER BY OTHERS - SEE SPECIFICATIONS 37 RECYCLED PLASTIC BENCH MOUNTED AT 17-19" AFF, 20" DEPTH, 42" WIDE MINIMUM SEE 5/A7.5 40 STICK RACK- SEE DETAIL 13/A7.5 53 CONCRETE STOOP 6'-10" X 4'-0", SLOPE 1/4" PER FOOT 54 CONCRETE STOOP 12'-0" X 4'-0", SLOPE 1/4" PER FOOT 63 RACKING PROVIDED BY YOUTH HOCKEY 64 6 MINI NETS 65 4 INTERMEDIATE NETS 66 4 REGULATION NETS 80 BUMPERS PROVIDED BY YOUTH HOCKEY 81 SKATE ASSIST STORAGE 82 TRAINING TIRES PROVIDED BY YOUTH HOCKEY 84 2 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP. 85 1 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP. 87 WALL BUTT JOINT TYP. 88 WALL MITER JOINT TYP. 103 SPORTS EQUIPMENT HOOK 66" AFF 103a SPORTS EQUIPMENT HOOK ADA, 48" AFF 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT UP HC HC HC HC 3 A8.4 2 A5.0 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 A8.0 3 MATCHLINE AA MATCHLINE BBMULTI-USE CONVENTION SPACE 156 MULTI-PURPOSE AREA 154 A135.2 A160.1 A159.4 A156.3 A156.4 A156.6 A144.2 A167.1 A170.5 A156.5 A160.2 A155.3 A155.4 A155.5 A155.8 4 A5.0 3 A5.0 A B E F HCD 1 2 3 MATCHLINE BB8' - 0 5/8" 39' - 6 3/8" 8' - 8 1/4" 5' - 8 3/4" 8' - 0 5/8" 44' - 10" 7' - 5" 8' - 10" 10' - 3 3/4" 31' - 7 1/4" 46' - 6" 12' - 0" F.3 F.9 G G.8 30 A8.4 13 33 A164.2 A160.3 A159.3 A160.4 A155.7 A155.6 43 8' - 11" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 8' - 1" 96' - 5" 122' - 8"21' - 4"7' - 6"1' - 2"20' - 3 1/2"28' - 0"113' - 4"7 162' - 9 1/2"42' - 0 5/8" 6' - 4" 4' - 4 5/8" 6' - 4" 37' - 3 3/4" 50' - 9" 71' - 11"20' - 7 1/2"14' - 4"3' - 4"10' - 4"10"6' - 6"3' - 7"14' - 0"50' - 9"6' - 6"25' - 6"6' - 6"107 6 47 47 9 9 51 12' - 1 7/8"7 5/8"7' - 0"20' - 0"8' - 0"TEMP STORAGE 174 HOCKEY STORAGE 173 IT/GEN STORAGE 17610"7' - 5"10' - 10"8' - 6"25' - 6"7' - 5"7' - 0"7' - 5"40' - 2"7' - 5"13' - 0 1/4" 31' - 0" MALL CONNECTION 164 A176.1 A174.1 A173.1 1 F.4 F.6 1 A5.5 A167.2 MULTIPURPOSE SEATING 154 (A) MULTIPURPOSE AREA CIRCULATION 154 (B) A175.1 65 65 70 72 73 7879 77 77 68 67 70 71 69 82 8' - 0"19' - 1"A159.1 2' - 4" 3' - 5 3/8" 3' - 7 3/8" 2' - 9" 3' - 0"5' - 9 3/8"6' - 0" 10' - 0" 6" 2' - 9" 4' - 9" 10' - 3 3/4"5' - 10"2' - 4"6"AV CLOSET 157 (A) AV CLOSET 167 (B) 83 84 84 84 88 88 88 87 A157a A157.1 A157.2 A159.2 A158.1 83 1 3 5 .0 0 ° 5 A5.7 3 A5.7 2 A5.7 2 A5.5 3 A5.5 77 9' - 9" 8' - 6" 8' - 10" 104' - 6" 12' - 10" 109' - 10" 6' - 8" 4' - 4" 4 1/2"3' - 0" 12' - 0" 3' - 0" 36' - 0" 3' - 0" 14' - 0 3/8" A8.4 7 9 A167.3 A169.1 A168.1 A7.1 26 REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORK 2 A6.53 A6.5 5 A6.5 4 A6.5 101 102 100 98 98 A7.0 20 A164.1 A164.3 A164.4 7' - 8" 2' - 11 3/4" A163.1 A162.1 A155.938 38 W18 AV EQUIPMENT AV EQUIPMENT 3' - 2"13' - 2 7/8"6' - 5"30 2' - 6" 3' - 9" 5' - 1 1/2" 5' - 10"7' - 1" 59' - 7 1/2" 90.00°19' - 7 7/8"15' - 7 3/4"13' - 3 7/8"2" + -4' - 5 7/8"12' - 8"3' - 5 3/4"52' - 3" 16' - 0" 6' - 8" 10' - 3 1/2" 27' - 0 3/4" 10" 64 A159.10 M8 M12 M8 M8 M8 71' - 1 3/4" 23' - 3" 2' - 5" 1 1 1 1 1 1 M8M8 M8 M8 M8 M8 M8 M8 M8 1' - 6 3/4"12' - 0" 3' - 0"1' - 6 1/8"12' - 0"3' - 0"M8 M8 A8.1 3 Sim 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 -NE QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.1b 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR PLAN -NE QUAD KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 6 CONCRETE STOOP 17'-0" X 4'-0", SLOPE 1/4" PER FOOT 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 30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O 33 ADA PUSH BUTTON DOOR OPENER 38 BABY CHANGING STATION, PROVIDE ADJACENT COAT HOOK AT 48" AFF 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING. 51 CONCRETE STOOP 14'-0" X 4'-0", SLOPE 1/4" PER FOOT 64 6 MINI NETS 65 4 INTERMEDIATE NETS 67 TEMP BOARDS PROVIDED BY YOUTH HOCKEY - 192 LINEAR FEET 68 TURF CARTS - 14 TOTAL 15' X 48" ROLLS 69 PLEXI GLASS CARTS - 6 TOTAL 8' X 5' CARTS 70 SPORT COURT FLOORING 71 DASHER BOARDS 10 TOTAL 8'X8' DASHER CARTS 72 HIGH DENSITY POLYPROPYLENE STACKING CHAIR - 320 CHAIRS REQ: 40 PER DOLLY 73 60" ROUND FOLDING TABLE - DINING: 40 TABLES 77 RECTANGULAR FOLDING TABLE - 1 PER BOOTH - 96" X 24" 78 STORAGE TRANSPORTATION CARTS 79 MISC. GYM EQUIPMENTS 82 TRAINING TIRES PROVIDED BY YOUTH HOCKEY 83 TEMPORARY RUBBER TILE FLOORING 84 2 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP. 87 WALL BUTT JOINT TYP. 88 WALL MITER JOINT TYP. 98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITION WALL IS IN USE. 100 20' X 48" OVERALL MOVEABLE PLATFORM STORAGE 101 MOVEABLE PLATFORM STEPS STORAGE (3 TOTAL) 102 MOVEABLE PLATFORM RAMP STORAGE (3 TOTAL) 107 CONCRETE STOOP 12'-6" X 4'-0", SLOPE 1/4" PER FOOT 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 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"27' - 1 7/8"23' - 9 1/2"11' - 4 1/2" 18' - 9" 5' - 1" 26' - 6" 30' - 8" 81' - 6" 8' - 1" 56' - 10" 28' - 0" 11' - 7" 12' - 10" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 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 A2 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 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 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITION WALL IS IN USE. 105 RENTABLE LOCKERS- FF&E ITEM - PLASTIC LAMINATE TO MATCH ADJACENT CUBBIES 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT DN UP UP HC HC HC 1 A8.4 2 A5.0 1 A5.1 J.C. 114 BEER SALES 116 FOOD PREP 115 (A) YH COACH 143 ICE ARENA LOBBY 117 MEN'S 121 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 A8.0 2 A8.0 6 A8.0 7 MATCHLINE AAMATCHLINE BBREFEREE RR 146 A8.0 5 Sim A123.1 A125.1 A126.1 A127.1 A128.1 A143.1 A147.1 A149.1 A150.1 A148.1 A144.1 A114.1 A115.1 A124.1 A124.2 A142.1 A115.3 A116.1 A145.1 A146.1 H J K PN 4 5 8 7 2 A5.1 4 A8.4 MATCHLINE AA MATCHLINE BB2' - 3"8' - 0"5' - 8"8' - 10 1/8"5' - 4 1/8"20' - 1 1/2" +/-6' - 6"4' - 0"8' - 10"6' - 4"18' - 4"17' - 8"19' - 5"12' - 4"25' - 9"6' - 4" 20' - 7 3/8" 103' - 11 1/4" 20' - 8 3/8" 6' - 5"6' - 10" 8' - 4" 18' - 0" 18' - 0" 18' - 0" 21' - 10" 6' - 4" 5' - 10" 9' - 0" 8' - 6 3/8" L L.6 M.4 5.8 7.2 1" / 1'-0" A8.4 5 3 A6.4 A117.5 A8.4 9 Sim A8.4 9 Sim A8.4 15 Sim A8.4 15 Sim PASSAGE 144 ADD ALT 2 SEE SHEET A2.6 - A2.8 A118.1 A118.2 A118.3 A118.6 A118.5 A118.42 A6.4 37 37 37 37 37 37 37 1 1 4 34 A117.2 43 43 21' - 6 3/4" 35' - 5 3/4"10" 1' - 0"6' - 4" 23' - 4" 88' - 6" 158' - 10" 1' - 9" 4 A6.4 ELECTRICAL 113 CONCESSIONS 115 (B) ICE RINK CIRCULATION 151 MERCYHEALTH ARENA 136 PASSAGE 130 TRAINING 129 5 A6.1 12 5 A7.5 M.3 49 A116.2 W8W8 W3a W3 W13 W5 2 A5.6 3 A5.6 5 A5.6 VESTIBULE 118 1 A5.6 6 A5.6 33 RAISED DECK ABOVE 8' - 10"12' - 11" 2' - 11" 8' - 0" 26' - 6" 30' - 8" 60' - 6" 6' - 4" 24' - 2" 65' - 1 3/8" 8' - 10" 8' - 9 3/8" 46' - 8"4' - 0"27' - 6"4' - 0"27' - 2 3/8"6' - 0"7' - 9 5/8"4' - 0"39' - 0"4' - 0"30' - 2"7' - 0"6' - 10"4 J.C. 142 7' - 2" 21' - 3" 19' - 2 3/4" 17' - 5" 14' - 2" 15' - 8" 10 1/4" 17' - 0 1/2" 4' - 5" 39' - 1 1/2" 2' - 6" 3' - 10 1/2" PASS THROUGH 5' - 0" 3' - 10 1/2" A8.5 1 37 A151.1 L.4 L.8 35 35 35 REFER TO B32 DRAWINGS FOR ICE AND DASHER BOARD SCOPE OF WORK A113.1 A153.1 103 103a 103 103a 103a 103 103 103a 103a 103 103a 103 103a 103 53 A117.3 (5) STL CONC. FILLED BOLLARDS 5'-0" O.C. - REFER TO CIVIL FOR LOCATION WITH SITE LAYOUT L.7 A7.1 19 WOMENS 122 33 5 A6.4 29 1 4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"32' - 0"72' - 0"1' - 10 5/8"STUD FACE7"STUD FACE 7" A7.1 1530' - 10 7/8" 3' - 10 7/8"1' - 2"6 A6.5 12' - 4" 16' - 0" 12' - 0" 8" W8 W8 W8 9 3.00° 93.00° 29 29 29 37A 37A37A37A 103 103 103 103 158' - 10" 1' - 6" 1' - 2" 58 SF UNISEX TLT 141 224 SF REFEREE 145 2089 SF PASSAGE 144 59 SF WELLNESS ROOM 119 70 SF FAMILY RESTROOM 120 77 SF LOCKER ALCOVE 101 (A) 3' - 0" 9" 10" 12' - 8" 7" A117.4 A120.1 A119.1 M12 M8 M8 M12 M6 M12 M12 M8 M6 M6 M8 M8 M8 M8 M8 M8 M8 M12 M12 M8 M8 M6 M8 M12 A2 A2 A2 A2 M8 103 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 -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.1d 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR PLAN -SW QUAD 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 29 FULL HEIGHT VINYL LOCKERS WITH PAD LOCK - 1'-4" DEPTH MAX. 33 ADA PUSH BUTTON DOOR OPENER 34 CANOPY 35 WALL MOUNTED TV SCREEN 37 RECYCLED PLASTIC BENCH MOUNTED AT 17-19" AFF, 20" DEPTH, 42" WIDE MINIMUM SEE 5/A7.5 37A RECYCLED PLASTIC BENCH MOUNTED AT 17-19" AFF, DEPTH TO MATCH LOCKERS 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 49 CONCRETE STOOP 9'-8" X 4'-0", SLOPE 1/4" PER FOOT 53 CONCRETE STOOP 6'-10" X 4'-0", SLOPE 1/4" PER FOOT 103 SPORTS EQUIPMENT HOOK 66" AFF 103a SPORTS EQUIPMENT HOOK ADA, 48" AFF 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT HC HC HC HC HC HC HC HC HC 3 A8.4 2 A5.0 1 A5.1 H J M P QN 1 2 3 2 A5.1 G.8 ROOF ROOF ROOF ACCESS MATCHLINE BB6' - 11 5/8" 12' - 0"49' - 11" 12' - 0" 22' - 0 3/4" 8' - 0 5/8"7' - 3" 8' - 0" 12' - 0" 11' - 2" 4' - 0" 42' - 2 3/8" 4' - 0" 8' - 1 5/8" ROOF ROOF A8.4 12 A203.1 A202.1 A200.1 A200.2 A8.4 15 Sim A8.4 15 Sim A7.1 27 A8.4 14 Sim A8.4 10 Sim ADD ALT 2 SEE SHEET A2.6 - A2.8 BL5 BL5 W16 W16 MEZZANINE 201 MATCHLINE AA MEZZANINE 201 SPONSOR SUITE 202 PRESS BOX 203 CORNER SUITE 205 ADA AND COMPANION 206 ADA AND COMPANION 209 MERCYHEALTH ARENA SOUTH SEATING 136 (B) MERCYHEALTH ARENA NORTH SEATING 136 (A) MERCYHEALTH ARENA 136 3' - 2"3' - 0" 2' - 9" 3' - 0"8' - 9"2' - 4 5/8" 3' - 2 3/8" 84 87 8888 8787 88 2 A5.6 3 A5.6 5 A5.7 4 A5.6 34 9' - 2 1/2" 7' - 2" 57' - 10 3/4" 29' - 10" 10 1/4" 6' - 10 1/2" 53' - 8 1/2" 2' - 6" 18' - 10"28' - 0" 20' - 3 1/2" 16' - 0" 19' - 10 1/2" 86' - 3" 11' - 0 1/2" 8' - 10" 16' - 0" 12' - 1 3/4" 2' - 10" RAILING 9' - 11" RAILING 22' - 4" RAILING 26' - 6" RAILING 10' - 0" RAILING 26' - 6" RAILING 32' - 0" 15' - 9" 2 A8.4 3' - 10" 21' - 0" 7 A8.5 A210.1 AV CLOSET 210 L.4 L.8 1 A6.5 2 A6.5 110 110 109 110 112 110 110 110 111 111 112 110 110 109109 RAILING42' - 2"RAILING4' - 7"RAILING4' - 6"6' - 4"6' - 2 3/8"RAILING26' - 0"RAILING8' - 6"14' - 7 5/8" 2' - 7 3/4" L.7 111 108 1 3 5 .0 0 ° 19' - 10 1/2"5/8"4' - 0"4' - 0"112 ' - 6" MEZZANINE ELEV 100' - 0" ICE RINK ELEV 112 ' - 6" MEZZANINE ELEV TOP ROW OF SEATING TO BE PEDESTAL MONTED 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 MEZZANINE FLOOR PLAN - SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.2a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"2 MEZZANINE FLOOR PLAN -ENLARGED -SE QUAD KEYNOTES PER SHEET # 34 CANOPY 84 2 HOUR FIRE RATED WALL PRECAST JOINT AT FIRE RATED WALLS TYP. 87 WALL BUTT JOINT TYP. 88 WALL MITER JOINT TYP. 108 GUARDRAIL @ CONCOURSE SCOREBOARD - SEE DETAIL 2/A7.6 109 GUARDRAIL @ CONCOURSE TRACK - SEE DETAIL 4/A7.6 110 STANDING DRINK RAIL - SEE DETAIL 6/A7.6 111 GUARDRAIL @ STAIRS EXTENDED GLASS - SEE DETAIL 5/A7.6 112 DRINK RAIL @ ADA SEATING - SEE DETAIL 7/A7.6 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT DN DN DN DN DN DN DN SD SD SD 3 A8.4 2 A5.0 1 A5.1 4 A5.03 A5.0 1 A5.0 A B E F H J K M P QCDN 1 2 3 4 5 6 8 7 2 A5.1 MATCHLINE AAMATCHLINE BBMATCHLINE AA F.3 F.9 G G.8 L L.6 M.4 5.8 7.2 9 3 A6.4 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE1/4" slope2 A6.4 +7+7 +7 +7 +9 +9 +9 +7 +7 +7 +7 +7 +7 +7 +7 +7 +8.5 +8.5 +8.5 +8.5 34 34 ADD ALT 2 SEE SHEET A2.6-2.8 TYP 4' - 0" TYP 4' - 0" ADD ALT 1 SEE SHEET A2.4 +7 +7 +7+7 +7 +7 +7 +7 +7 +7 +7 +7 +9.5+9.5 +9.5 +9.5 +9.5+9.5 +9.5 +9.5 +9.5 +9.5 +9.5 +9.5 +9.5 +9.5 +9.5 +9.5 34 24' - 5"47' - 1"47' - 1"47' - 1"24' - 5"54' - 9"54' - 9"54' - 9"E21 E21 E21 E21 E19 E19 E19E19E19 E19 E19 E23 E24 E24 E24 E24 46 464623' - 11"66' - 5"11' - 6"+9 5 A6.1 12 62 62 62 62 62 62 62 62 F.4 F.6 1 A5.5 M.3 62 62 E19 62 62 62 62 46 2' - 4 3/8"14' - 8" 62 11' - 4 1/2" 12' - 11"2' - 11"2' - 11"5' - 1"26' - 6" 30' - 8" 188' - 4" 28' - 0" 20' - 3 1/2" 8' - 1" 56' - 10" 28' - 0" 11' - 11" 12' - 6" 12' - 0" 13' - 10" 16' - 8" 13' - 10" 26' - 10" 16' - 7 1/2" 9' - 2 1/2" 7' - 2" 21' - 3" 19' - 2 3/4" 17' - 5" 14' - 2" 15' - 8" 10 1/4" 6' - 10 1/2" 10' - 2" 4' - 5" 39' - 1 1/2" 2' - 6" 18' - 10" 7' - 1 5/8" 9' - 6 5/8" 7' - 7 5/8" 79' - 11" 24' - 10 3/4" 19' - 9"59' - 4 1/4" 16' - 10 3/4" 97' - 9" 16' - 9" 14' - 3 1/4" 24' - 6 3/4"4' - 0"6' - 11 7/8"3' - 3"6' - 4"6' - 4"7' - 7 5/8"7' - 1 5/8" 7' - 6 5/8"6' - 1 1/2"6' - 10 5/8"5' - 8 1/2"6' - 1 5/8" 61 61 61 61 61 62 L.4 L.8 41 E22E22 E23 E23 E23 E24 E19 A7.0 14 +4 +4 +4 +4 1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE1/4" SLOPE 1/4" SLOPE1/4" SLOPE 1/4" SLOPE106 1/4" SLOPE 1/4" SLOPE ROOF MEMBRANE 02 GENERAL NOTE: ROOF CURBS & HVAC WALL/ROOF PENETRATIONS TO BE COORDINATED WITH MECHANICAL DRAWINGS & EQUIPMENT MANUFACTURER SPECIFICATIONS. L.7 1/4" SLOPE1/4" SLOPE MATCHLINE BB62 OVERFLOW DRAIN SEE PLUMBING 4 A5.0F.3 F.9 9 1 A6.4 F.4 F.6 11 1/2"11 1/2"1/4" SLOPE+3.5 +3.5 1/4" SLOPE1/4" SLOPE +3.5 62 +3.51/4" SLOPE62 1/4" SLOPE 1/4" SLOPE COMPOUND CEILING METAL SOFFIT 7 M.4 7.2 3 A6.4 4 A6.4 +3 +3 +3 1/4" SLOPE1/4" SLOPE1/4" SLOPE62 12 M.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: As indicated ROOF PLAN WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.3 10/13/2023 220025.00 C2023-15 1/16" = 1'-0"3 ROOF PLAN -OVERALL KEYNOTES PER SHEET # 34 CANOPY 41 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - SEE DETAIL 21/A7.0 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 62 ROOF CRICKET AROUND RTU 106 RUBBER WALKWAY PADS BY MANUFACTURER. SPACING TO BE SPECIFIED BY MANUFACTURER. FIELD FIT FOR PLACEMENT OF PADS IN CONJUNCTION WITH MECHANICAL UNIT SERVICE AREAS E19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3" 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" 1/8" = 1'-0"2 VESTIBULE 100 CANOPY ROOF PLAN 1/8" = 1'-0"1 VESTIBULE 118 CANOPY ROOF PLAN 1 11-17-23 Addendum #1 SOLAR ARRAY BY ALLIANT ENERGY. ARCHITECTURAL DRAWINGS NOT TO BE USED FOR CONSTRUCTION. GRIDLINE H REPRESENTS THE HIGH POINT OF THE ROOF SLOPES FOR ROOF COVERING ARENA AND CONVENTION SPACES 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 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 C3 EXPOSED METAL JOIST C4 EXPOSED CONCRETE PLANK C8 NEW 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 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 23' - 6 1/4" 2' - 2" 23' - 6 1/8" 9' - 6" 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 CLOSE OVERHEAD SPACE ABOVE DIVIDER WALL WITH ACOUSTIC PANELS 57 57 57 57a 57a 57a 57 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 SCOREBOARD BY OTHERS 98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITION WALL IS IN USE. 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 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 E6E1 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" 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 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 EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO HAVE EXPOSED AGGREGATE SIZED 3/8 STANDARD 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. PARAPET 123' -4" T.O. PRECAST 136' -0" E4 E3 1 A5.0 4 5 6 8 T.O. PRECAST . 121' -0" W11W11 W4 E6 E6 E3 34 E19 E19 E14 4 A6.2 1 A6.4 46 E2 E14 E14 E6 30' - 8" 10" 4' - 0" 26' - 9" 18' - 9" 19' - 3" E18 E18 E18 E22 STAGGER PANEL BUTT JOINTS SO SEAMS ARE DIMINISHED AS MUCH AS POSSIBLE IF VERTICAL PANEL DOES NOT COME IN FULL LENGTH OF ENTRY WALL HEIGHT 100' - 2 3/8"1' - 6"11' - 2"2' - 4"8' - 4"2' - 6"4' - 2"6' - 0"FIRST FLOOR 100' -0" T.O. PARAPET 123' -4" T.O. PRECAST 136' -0" 4 A5.0 F.3 F.9 36' - 0"E1 E6 E5 34 E151' - 6"1' - 0"10' - 2"7' - 0"3' - 8"2' - 6"10' - 2"46 F.4 F.6 41 41 W1 E6 46 13' - 10" 16' - 8" 13' - 10" E19E19 44' - 4" W1 COORDINATE BUILDING ADDRESS SIGNAGE DESIGN AND LOCATION WITH COJ & SIGNAGE SUPPLIER FIRST FLOOR 100' -0" T.O. PARAPET - ENTRY 128' -0" 1 A5.0 77.2 T.O. PRECAST . 121' -0" W3 12' - 2 7/8" 21' - 4 1/8" 31' - 1 1/4" E4 3 A6.4 2 A6.4 E6 E19 E5 4 A6.2 1 A6.4 34 E6 E18 E22 E18 E15 STAGGER PANEL BUTT JOINTS SO SEEMS ARE DIMINISHED AS MUCH AS POSSIBLE IF VERTICAL PANEL DOES NOT COME IN FULL LENGTH OF ENTRY WALL HEIGHT 14 A7.1 6' - 0"21' - 10"2' - 6"10' - 2"34' - 6"6' - 6"7' - 0"15' - 0"6' - 0"46E2 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" ENLARGED EXTERIOR ELEVATIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A4.1 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"1 NORTH BUILDING ELEVATION -ENLARGED 1/4" = 1'-0"2 WEST BUILDING ELEVATION -ENLARGED 1/4" = 1'-0"3 SOUTH BUILDING ELEVATION -ENLARGED KEYNOTES PER SHEET # 34 CANOPY 41 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - SEE DETAIL 21/A7.0 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 E1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WET CAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO HAVE EXPOSED AGGREGATE SIZED 3/8 STANDARD 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 E14 CAST STONE SILL, WIDTH TO MATCH OPENING E15 HALO ILLUMINATED BACKLIT SIGNAGE - SEE MANUFACTURER DRAWINGS- CURRENT REPRESENTATION OF SIGNAGE IS NOT REPRESENTATIVE OF FINAL SIGNAGE DESIGN - FF&E ITEM E18 CONTROL JOINT E19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3" E22 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 27' - 3" 1 11-17-23 Addendum #1 SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W"AND "BL" FIRST FLOOR 100' -0" T.O. PARAPET - ENTRY 128' -0" T.O. PRECAST 136' -0" PN 2 A5.1 L M.4 8' - 0"7' - 0"4' - 8"10' - 4"4' - 4"1' - 8"T.O. PRECAST . 121' -0" W8 W8 W8 W8 W8 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 32' - 1 1/4" 12' - 4" 16' - 0" 12' - 0" 4 A6.4 72' - 0" 40' - 4 3/8" W13 34 E19 E2 E14 E6 69' - 6 3/4" 39' - 1 1/2" 2' - 6" 61 8' - 0"7' - 0"21' - 0"E26 E18 24' - 8" 27' - 4" 20' - 0" 5 A6.4 6 A6.5 E6 E6 E3 E4 E1 1' - 10"10' - 2"2510 ADDRESS LOCATION TO BE DETERMINED BY OWNER Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/4" = 1'-0" ENLARGED EXTERIOR ELEVATIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A4.2 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"1 WEST BUILDING ELEVATION -ENLARGED 2 KEYNOTES PER SHEET # 34 CANOPY 61 UNIT MOUNTED MECHANICAL SCREEN E1 10" THICK, INSULATED - PROVIDE R12- 3" CONCRETE +4" RIGID INSULATION + 3" CONCRETE WET CAST EXPOSED AGGREGATE, LOAD BEARING PRECAST CONCRETE WALL. EXTERIOR FACE TO HAVE EXPOSED AGGREGATE SIZED 3/8 STANDARD 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) E6 COPING TO MATCH WALL E14 CAST STONE SILL, WIDTH TO MATCH OPENING E18 CONTROL JOINT E19 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 20' - 3" E26 OVERFLOW SCUPPER 24"X4" - CENTERED ON ROOF DRAIN - BOTTOM ELEVATION AT 27' - 5" 1 11-17-23 Addendum #1 SEE SHEET A10.3 FOR ALL KEYNOTES STARTING WITH "W" FIRST FLOOR 100' -0" T.O. PRECAST 136' -0" 5 MEZZANINE FLOOR LEVEL 112' -6" T.O. PRECAST . 121' -0" 8" 1 1/2" 6 1/2" 55 110 FIRST FLOOR 100' -0" T.O. PRECAST 136' -0" 3 MEZZANINE FLOOR LEVEL 112' -6" 8' - 10" 8" 1 1/2" 8' - 11 1/2"6 1/2" SCOREBOARD TO BE MOUNTED TO MEZZ 55 108 80 FIRST FLOOR 100' -0" P MEZZANINE FLOOR LEVEL 112' -6"2' - 9 1/2" 2' - 9"2' - 9"2' - 9"2' - 9"2' - 9" 19' - 4" 1" GAP C9 103 112 55 C9 A7.3 1 A7.6 6 FIRST FLOOR 100' -0" H J K MEZZANINE FLOOR LEVEL 112' -6" 1" GAP 2' - 9 1/2"2' - 9"2' - 9"2' - 9"24' - 10" C9 55 103 A7.3 1 A7.0 30 H J K 2' - 9"2' - 9"2' - 9"2' - 9"19' - 4" 55 C9 A7.3 1 A7.0 30 PV ARRAY BY ALLIANT ENERGY T.O. PRECAST 136' -0" P A8.9 5 2' - 9"2' - 9" 19' - 4"2' - 9"2' - 9" A6.1 1 C9 55 A7.3 1 TOP ROW OF BENCHES TO BE PEDESTAL MOUNTED 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" MAIN RINK SECTIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A5.6 10/13/2023 220025.00 C2023-15 1 11-17-23 Addendum #1 1/4" = 1'-0"5 MERCYHEALTH ARENA SECTION WEST 1/4" = 1'-0"4 MERCYHEALTH ARENA SECTION EAST 1/4" = 1'-0"1 MERCYHEALTH ARENA SECTION SOUTH 1 1/4" = 1'-0"6 MERCYHEALTH ARENA NORTH 2 1/4" = 1'-0"3 MERCYHEALTH ARENA SECTION NORTH 1 1/4" = 1'-0"2 MERCYHEALTH ARENA SECTION SOUTH 2 KEYNOTES PER SHEET # 55 THICKENED CONCRETE SLAB AT ICE RINK EDGE. SEE DETAIL 11/A7.2 80 BUMPERS PROVIDED BY YOUTH HOCKEY 103 SPORTS EQUIPMENT HOOK 66" AFF 108 GUARDRAIL @ CONCOURSE SCOREBOARD - SEE DETAIL 2/A7.6 110 STANDING DRINK RAIL - SEE DETAIL 6/A7.6 112 DRINK RAIL @ ADA SEATING - SEE DETAIL 7/A7.6 C9 JOIST MOUNTED RADIANT HEATING SYSTEM DASHER BOAD BEYOND C DECK BRG 119'-4" TOP OF STUD 121'-0" FIRST FLOOR 100'-0"10' - 8"10' - 4"WINDOW SILL 101'-8" WINDOW HEAD 110'-4"1' - 8"9' - 0"8' - 8"1' - 8"21' - 0"8"A7.0 10 16 A7.0 A7.0 22 <COPING 03> <EXT WALL 01> <WINDOW 01> <GRADE 01> <FLOOR 01> <INSUL 02><FND 01> <EXT WALL 05> <CLG 01> <MEMBRN RF 01> <WTRPRFG 02> STUD FACE 6 1/4" A7.0 2 F FIRST FLOOR 100'-0" DECK BRG 130'-11 1/16"+/- DECK BRG 130'-10 13/16"+/- TOP OF PRECAST BEYOND 136'-0" <MEMBRN RF 06> <EXT WALL 03> <FLOOR 01> <INSUL 03> <FTG 01>30' - 10 7/8" ±11"<CLG 02> BLEACHER DRAWINGS BY MANUFACTURER <PCKT 01> <CLG 03> 43 F.3 FIRST FLOOR 100'-0" DECK BRG 119'-4" TOP OF STUD 134'-6" DECK BRG 126'-4"<EXT WALL 02> A7.0 23 <COPING 01> <MEMBRN RF 02> A7.0 24 A7.0 23 SIM OPP 8' - 2"7' - 0"19' - 4"PROVIDE 6" STEEL STUD IN EACH STUD SPACE TO SPRAY FOAM INSULATION AGAINST - THICKNESS TO MATCH PERIMETER ROOF INSULATION ABOVE ROOF DECK <MEMBRN RF 02> STUD FACE 7 1/4" <EXT WALL 09>34' - 6"<CLG 02> A FIRST FLOOR 100'-0" TOP OF PRECAST 132'-4" DECK BRG 128'-5 1/2" <EXT WALL 03> <MEMBRN RF 06> <FLOOR 01><SIDEWALK> <INSUL 02> <FND 01> <EXT WALL 05>32' - 4"11"<INSUL 03>3' - 10 1/2"28' - 5 1/2"<COPING 01> <PCKT 01> <DOOR 05>21' - 1 1/2"7' - 4"A7.1 30 BEYOND W17 H FIRST FLOOR 100'-0" DECK BRG 134'-7" TOP OF PRECAST 135'-2" MEZZANINE 112'-6" DECK BRG 133'-2 1/2" TOP OF PRECAST BEYOND 136'-0" <MEMBRN RF 06> <EXT WALL 03> <MEMBRN RF 06>22' - 8"12' - 6"35' - 2"11"<INSUL 03> <FLOOR 01> <EXT WALL 05> A7.0 30 <PCKT 01> <PCKT 01> <FLOOR 02> <FND 01> Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/2" = 1'-0" WALL SECTIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A6.0 10/13/2023 220025.00 C2023-15 1/2" = 1'-0"1 ASHLAR MASONRY WITH STUD BACKUP 1/2" = 1'-0"4 INSULATED PRECAST WALL PANEL 1/2" = 1'-0"2 METAL PANEL WALL SYSTEM HVAC SCREEN WALL 1/2" = 1'-0"3 INSULATED PRECAST WALL PANEL 1/2" = 1'-0"5 INTERIOR PRECAST WALL PANEL KEYNOTES PER SHEET # 43 WOOD LOOK METAL WALL PANEL, SEE INTERIORS SHEETS AND 10/A9.1 <CLG 01> SUSPENDED ACT SYSTEM <CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM <CLG 03> 5/8" GYPSUM BOARD & 3 5/8" METAL STUD FRAMING @ 1'-4" O.C. <COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH <COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <DOOR 05> PREFINISHED, INSULATED ALUMINUM DOOR & FRAME (FRP) <EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C. VERICALLY & 5/8" GYPSUM BOARD <EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL <EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL KEYNOTES PER SHEET # <FLOOR 02> CONCRETE FLOOR SYSTEM <FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM <FTG 01> CONCRETE FOOTING <GRADE 01> FINISH GRADE <INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING <INSUL 03> 1/2" EXPANSION FELT <MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), 1/2" THERMAL BARRIER, SLOPED ACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <PCKT 01> 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION AT EXTERIOR EDGE OF JOIST POCKET, BACK-PATCH FLUSH TO INSIDE FACE OF PRECAST <SIDEWALK> CONCRETE SIDEWALK <WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM <WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL 1 11-17-23 Addendum #1 3 FIRST FLOOR 100'-0" DECK BRG 114'-8" TOP OF PRECAST 136'-0" DECK BRG VARIES 11" 36' - 0" A7.0 28 <COPING 01> <EXT WALL 03>VARIESVARIES14' - 8"<EXT WALL 05> <MEMBRN RF 06> <MEMBRN RF 01> A7.0 29 <FLOOR 01> <INSUL 03> <PCKT 01> 5 FIRST FLOOR 100'-0" TOP OF PRECAST 136'-0" DECK BRG VARIES DECK BRG 125'-4"3' - 0" 4' - 2" 18' - 2" VARIES VARIES BL SILL 103'-0" BL HEAD 107'-2" A7.0 28 OPP <COPING 01> <MEMBRN RF 05> <MEMBRN RF 03> <EXT WALL 03>11" 36' - 0" <INSUL 03> <FLOOR 01> <FTG 01> <WINDOW 02> <EXT WALL 05> A7.0 29OPP <PCKT 01> A7.0 26 26 A7.0 SIM A7.0 26 SIM 8 9 FIRST FLOOR 100'-0" TOP OF STUD 134'-6" SOFFIT /WINDOW HEAD 116'-4" DECK BRG 125'-4" CANOPY/WINDOW HEAD 110'-2" TOP OF STUD 112'-5" <COPING 01> A7.0 27 <COPING 02> <MEMBRN RF 04> <SOFFIT 01> A7.0 7 A7.0 13 A7.1 13 <CONC STOOP> <SIDEWALK> <INSUL 02> <WINDOW 01> <WINDOW 01> <DOOR 04> <DOOR 04> <FLOOR 01> A7.0 23 12' - 11" 4" DECK BRG 111'-5" 6' - 3" STUD FACE 6"1' - 0"1' - 3"9' - 2"9' - 0"3' - 11"2' - 3"FASCIA SYSTEM FRAMING TO OVERLAP VERTICAL WALL SYSTEM 8"+/- THEN RETURN TO WALL STUD FACE 8" 4 A6.2 1 A6.4 <EXT WALL 07> <MEMBRN RF 02> BACKLIT SIGN 18' - 2"16' - 4"12' - 11" <EXT WALL 04>18' - 9"<CLG 02> 16 A7.0 A7.0 19 STUD FACE 6" SIM OPP 15 A7.0SIM <BOX HDR 02> 5/8" GYPSUM BOARD, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD A7.1 9 34' - 6"<INSUL 05> 14 A7.1 A10.2 18 <FND 01> <SOFFIT 01> <INSUL 04> F.9 FIRST FLOOR 100'-0" DECK BRG 125'-4" TOP OF STUD 134'-6"34' - 6"8"9' - 2"19' - 4"6' - 0"TOP OF MASONRY 106'-0" A7.0 25 <COPING 01> A7.0 22 SIM OPP <EXT WALL 01> <FND 01> <EXT WALL 06> <MEMBRN RF 02> A7.0 23 SIM OPP <INSUL 02> <GRADE 01> PROVIDE 6" STEEL STUD IN EACH STUD SPACE TO SPRAY FOAM INSULATION AGAINST - THICKNESS TO MATCH PERIMETER ROOF INSULATION ABOVE ROOF DECK A7.0 24 OPP <CLG 02> <WTRPRFG 02> <EXT WALL 09> Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/2" = 1'-0" WALL SECTIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A6.2 10/13/2023 220025.00 C2023-15 1/2" = 1'-0"1 INSULATED PRECAST WALL PANEL 1/2" = 1'-0"2 INSULATED PRECAST WALL PANEL 1/2" = 1'-0"3 VESTIBULE 100 SECTION KEYNOTES PER SHEET # <BOX HDR 02> BOX HEADER <CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM <CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE <COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH <COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <DOOR 04> PREFINISHED ALUMINUM MEDIUM STYLE DOOR WITH 1" INSULATED FULL GLASS <EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C. VERICALLY & 5/8" GYPSUM BOARD <EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL <EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TO FIT THROUGH - FASTENER TYPE EQUALLY SPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIR BARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSH PREFINISHED ALUMINUM PANEL SYSTEM <EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <EXT WALL 06> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" EXTERIOR GRADE HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MIGHT BE REQUIRED, COORDINATE W/PANEL MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C., 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., & 5/8" GYPSUM BOARD <EXT WALL 07> 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL <FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM <FTG 01> CONCRETE FOOTING <GRADE 01> FINISH GRADE <INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING <INSUL 03> 1/2" EXPANSION FELT <INSUL 04> SPRAY 1" THICK MINIMUM CLOSED-CELL POLYURETHANE FOAM INSULATION ON 1'-6" EXTERIOR/INTERIOR LENGTH OF THE WIDE FLANGE STEEL BEAM, PROVIDE PERIMETER 1/2" SOFT JOINT (SEALANT W/BACKER ROD) AROUND THE INTERIOR/EXTERIOR STEEL FRAMING PENETRATIONS - TYPICAL KEYNOTES PER SHEET # <INSUL 05> FILL INTERIOR SIDE OF DECK FLUTES FULL FOR PARTITION WIDTH & LENGTH OF EXTERIOR PARTITION WALL W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <JOINT 02 TYP.> <MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 03> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), 1/2" POLYISOCYANURATE COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE) & SLOPED ROOF DECK (1/4" PER FOOT) & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE) & ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACH PER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING <MEMBRN RF 05> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR, SEAL ATTACHMENT (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS) & PROVIDE CONTINUOUS SEALANT BEAD AT THE TOP OF THE TERMINATION BAR - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), 1/2" THERMAL BARRIER, SLOPED ACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <PCKT 01> 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION AT EXTERIOR EDGE OF JOIST POCKET, BACK-PATCH FLUSH TO INSIDE FACE OF PRECAST <SIDEWALK> CONCRETE SIDEWALK <SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OF SUPPORT FRAMING W/PANEL MANUFACTURER <WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM <WINDOW 02> BORROWED LITE, 1/4" GLASS SET INTO HOLLOW METAL FRAME <WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL 1/2" = 1'-0"4 VESTIBULE 100 INSULATED WALL SYSTEM 1 11-17-23 Addendum #1 M.4 FIRST FLOOR 100'-0" TOP OF STUD 128'-0" DECK BRG 126'-0" WINDOW HEAD/SOFFIT 116'-4" WINDOW HEAD/SOFFIT 110'-2" TOP OF STUD 111'-10" DECK BRG 111'-1" 4 A6.4 8"4"9"11"28' - 0"11' - 8"6' - 2"10' - 2"2' - 0"9' - 8"4' - 6"1' - 8"4' - 2"6' - 0"M.3 7' - 9 1/8" STUD FACE 9' - 2 7/8" STUD FACE 7 1/8" STUD FACE 3' - 0" BACKLIT SIGN <EXT WALL 04> A7.0 7 A7.0 13 SIM 15 A7.0 A7.0 27 A7.1 13 A7.1 9 SIM 16 A7.0 SIM SIM OPP <MEMBRN RF 01> <EXT WALL 07> 5/8" GYPSUM BOARD, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <WINDOW 01> <DOOR 04> <FLOOR 01> <FND 01> <INSUL 02> <SOFFIT 01> <WINDOW 01> <COPING 02> <MEMBRN RF 04> <SOFFIT 01> <DOOR 04> <CONC STOOP> <SIDEWALK> <INSUL 05>A7.2 18 <CLIP ANGLE> A10.2 18 L FIRST FLOOR 100'-0" TOP OF STUD 128'-0" DECK BRG 119'-4" DECK BRG 126'-0"6' - 8"19' - 4"<MEMBRN RF 01> A7.0 3 OPP <COPING 03> <MEMBRN RF 02> <FLOOR 01> <EXT WALL 02> A7.0 23 STUD FACE 9 1/4" <CLIP ANGLE> 77.2 FIRST FLOOR 100'-0" TOP OF STUD 128'-0" DECK BRG 119'-4" DECK BRG 126'-0" A7.0 24 WINDOW HEAD/SOFFIT 110'-2" DECK BRG 111'-1"28' - 0"<EXT WALL 12> <EXT WALL 13> <SIDEWALK> <FND 01> <WTRPRFG 02> <COPING 01> <MEMBRN RF 02> SIM <FLOOR 01> <INSUL 01> <INSUL 02> A7.0 22 SIM STUD FACE 1' - 2" STUS FACE 7" 6" STEEL STUD FRAMING @ 1'-4" O.C. A7.0 23 6' - 0" 5' - 2" 1' - 0" 4' - 2" 3' - 0" 8' - 8" A7.0 23 <FASCIA 02> <SOFFIT 01> A7.1 23 SIM M6 <CLG 01> PROVIDE 6" STEEL STUD IN EACH STUD SPACE TO SPRAY FOAM INSULATION AGAINST - THICKNESS TO MATCH PERIMETER ROOF INSULATION ABOVE ROOF DECK F.9 FIRST FLOOR 100'-0" TOP OF STUD 134'-6" DECK BRG 125'-4" A7.0 23SIM <COPING 01> CANOPY 110'-2" CONCRETE BRICK 106'-0" <MEMBRN RF 02> A7.0 24 OPP <EXT WALL 09>9' - 2"9' - 0 5/8"10' - 3 3/8"28' - 6"6' - 0"34' - 6"8"<CONC STOOP> <GRADE 01> A7.0 25 SIM <FND 01> <WTRPRFG 02> A7.1 16 <EXT WALL 11> DECK BRG 111'-5" A7.0 23 <FASCIA 02> <SOFFIT 01> <INSUL 02> <CLIP ANGLE> 77.2 FIRST FLOOR 100'-0" TOP OF STUD 128'-0" DECK BRG 119'-4" DECK BRG 126'-0" A7.0 23 OPP A7.0 3 <MEMBRN RF 01> <COPING 03> <MEMBRN RF 02> <FLOOR 01> STUD FACE 1' - 2" <EXT WALL 12> <CLIP ANGLE>19' - 4" 6' - 8" 2' - 0"28' - 0"M6 D6b <FND 01> <FLOOR 01> <CLG 01> Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/2" = 1'-0" WALL SECTIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A6.4 10/13/2023 220025.00 C2023-15 KEYNOTES PER SHEET # <CLG 01> SUSPENDED ACT SYSTEM <CLIP ANGLE> COLD-FORMED SLOTTED STEEL CLIPS AT EACH STUD <CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE <COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH <COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <DOOR 04> PREFINISHED ALUMINUM MEDIUM STYLE DOOR WITH 1" INSULATED FULL GLASS <EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TO FIT THROUGH - FASTENER TYPE EQUALLY SPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIR BARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSH PREFINISHED ALUMINUM PANEL SYSTEM <EXT WALL 07> 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM <EXT WALL 11> 4" CONC BRICK, 3 1/2" AIR SPACE, 5/8" EXTERIOR GYPSUM BOARD SHEATHING (LAP CONCRETE 1" MINIMUM), 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING (EXTEND DOWN TO TOP OF GROUT), 1 1/2" AIR SPACE & 4" CONC BRICK <EXT WALL 12> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM 1/2" = 1'-0"3 VESTIBULE 118 SECTION 1/2" = 1'-0"2 LOBBY 117 SECTION 1/2" = 1'-0"4 VESTIBULE 118 ACCENT WALL 1 11-17-23 Addendum #1 1/2" = 1'-0"1 UNINSULATED WALL SYSTEM AT VESTIBULE 100 KEYNOTES PER SHEET # <EXT WALL 13> 4" CONC BRICK, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <FASCIA 02> PREFINISHED ALUMINUM PANEL SYSTEM J-CHANNEL BY PANEL MANUFACTURER <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL <FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM <GRADE 01> FINISH GRADE <INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB <INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING <INSUL 05> FILL INTERIOR SIDE OF DECK FLUTES FULL FOR PARTITION WIDTH & LENGTH OF EXTERIOR PARTITION WALL W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE) & ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACH PER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING <SIDEWALK> CONCRETE SIDEWALK <SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OF SUPPORT FRAMING W/PANEL MANUFACTURER <WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM <WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL 1/2" = 1'-0"5 WALL SYSTEM AT ROOF DECK STEP 1 2 5/8" 10" 4" <EXIST 01> <EXT WALL 03> <FLOOR 01> <FND 01> <EXIST 01> TOP OF PRECAST 123'-8"2"2" 2"+- 9 1/4"22' - 0" 1' - 8" A7.1 4 A7.0 29 <EXT WALL 03> 1 <EXT WALL 03> <EXIST 01> <EXT WALL 03> <FLOOR 01> <FND 01>10' - 0"A7.0 8 <ROOF 01> D5b <EXIST 01> A7.0 8 SIM <EXIST 01> TOP OF PRECAST 126'-8" 2" 2"2"A7.1 4 25' - 0"A7.0 29 2 5/8" 10" 4" 1 <EXT WALL 03> <EXIST 01> <EXT WALL 03> <FLOOR 01> <FND 01> <ROOF 01> D5b <EXIST 01> <EXIST 01> 2" 2"2"2 5/8" 10" 4" TOP OF PRECAST 126'-8" A7.1 4 25' - 0"A7.0 29 2 5/8" 10" 4" 1 <EXT WALL 03> <EXIST 01> <EXT WALL 03> <FLOOR 01> <FND 01> <ROOF 01> D5b <EXIST 01> <EXIST 01> 2" 2"2"2 5/8" 10" 4" TOP OF PRECAST 126'-8" A7.1 4 25' - 0" 1' - 8" A7.0 29 1 <EXT WALL 03> <CLG 05> <EXT WALL 03> <FLOOR 01> <FND 01> <ROOF 02> D5b <EXIST 01> <EXIST 01> FIRST FLOOR 100'-0" DECK BRG 115'-0" 2" 2"2"2 5/8" 10" 4" TOP OF PRECAST 126'-8" A7.1 4 25' - 0" 1' - 8" A7.0 29 7 FIRST FLOOR 100'-0" DECK BRG 119'-4" TOP OF CMU 121'-8" WINDOW SILL 101'-8" WINDOW HEAD 110'-4 3/8"11' - 3 5/8"10' - 4 3/8"2' - 4"8' - 11 5/8"8' - 8 3/8"1' - 8"21' - 8"8"A7.1 7 1 A7.1 A7.1 8 A7.1 2 <COPING 01> <MEMBRN RF 01> <CLG 01> <EXT WALL 14> <WINDOW 01> <FLOOR 01> <INSUL 02> <GRADE 01> <WTRPRFG 02> <FND 01> <LINTEL 02> CMU FACE 5 3/4" Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/2" = 1'-0" WALL SECTIONS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A6.5 10/13/2023 220025.00 C2023-15 1/2" = 1'-0"5 WALL SECTION 1 -NORTH EAST QUAD 1/2" = 1'-0"4 WALL SECTION 2 -NORTH EAST QUAD 1/2" = 1'-0"3 WALL SECTION 3 -NORTH EAST QUAD 1/2" = 1'-0"2 WALL SECTION 4 -NORTH EAST QUAD 1/2" = 1'-0"1 WALL SECTION 1 -SOUTH EAST QUAD KEYNOTES PER SHEET # <CLG 01> SUSPENDED ACT SYSTEM <CLG 05> EXISTING SUSPENDED ACOUSTICAL PANEL / GYPSUM BOARD CEILING SYSTEM. VERIFY IN FIELD. REMOVE PORTIONS REQUIRED FOR NEW CONSTRUCTION. PATCH INTO NEW WALL. <COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH <EXIST 01> EXISTING CONSTRUCTION TO REMAIN. VERIFY IN FIELD THE EXACT CONDITIONS, HEIGHTS, DIMENSIONS AND MAKE UP OF CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR REPAIR & REPLACEMENT OF EXISTING MALL ROOFING TO MATCH EXISTING CONDITIONS AFTER DEMO AND NEW SCOPE OF WORK IS COMPLETED <EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL <EXT WALL 14> 4" CONC BRICK, 1 3/4" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM) & 8" CMU W/HORIZONTAL REINFORCING @ 1'-4" O.C. VERTICALLY <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL <FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM <GRADE 01> FINISH GRADE <INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING <LINTEL 02> 8" MASONRY LINTEL <MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <ROOF 01> FULLY ADHERED ROOF MEMBRANE SYSTEM, TAPERED RIGID POLYISOCYANURATE INSULATION, PRECAST CONCRETE PLANK. SEE STRUCTURAL AND ROOF PLAN. <ROOF 02> FULLY ADHERED ROOF MEMBRANE SYSTEM, TAPERED RIGID POLYISOCYANURATE INSULATION, STEEL JOIST AND DECK. SEE STRUCTURAL AND ROOF PLAN. <WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM <WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL 1 11-17-23 Addendum #1 1/2" = 1'-0"6 WINDOW SYSTEM IN MASONRY CAVITY WALL C <EXT WALL 05>1' - 2 3/4" STUD FACE 6 1/4" <MEMBRN RF 02>6"1 1/2"4 1/2"<EXT WALL 01> <COPING 01> DECK BRG 119'-4" TOP OF STUD 121'-0" 3" CLOSED-CELL SPRAYED POLYURETHANE FOAM INSULATION <VNTLR 01> C 1' - 2 3/4" STUD FACE 6 1/4"MINIMUM8"<EXT WALL 01> <BOX HDR 02> <LINTEL 01> <FLASH 01> <WINDOW 01> <SLNT 01> <BLKG 02> <CLG 01> 3 1/8" WINDOW HEAD 110'-4" <VNTLR 01> <MTRNET 01> SURFACE MOUNTED SHADES C 1' - 2 3/4" STUD FACE 6 1/4" <EXT WALL 01> STONE SILL BELOW <BLKG 02> SOLID SURFACE STOOL BELOW <SLNT 03> <WINDOW 01><SLNT 01> <FLASH 04> 1/2" 1/2" C FIRST FLOOR 100'-0" WINDOW SILL 101'-8"2' - 4"5/8"3"3 5/8"2' - 0 3/8"1"2"7 5/8"1 1/2" 9 1/8" STUD FACE 6 1/4" <STOOL 01>MINIMUM8"<VNTLR 01> 1"8 1/8" <FLASH 06><ANGLE 03> <FLASH 04> <BLKG 02> <EXT WALL 01>8"8"8 1/4" 6 1/2" <MTRNET 01> <SILL SLR> <SLNT 02> <INSUL 01> <FLOOR 01> <FLASH 01> <GRADE 01> <WTRPRFG 02> <GROUT 01> <FND 01> <INSUL 02> 1' - 2 3/4" <SLNT 03> <FLASH 13> <SLNT 01> <SILL 01> F.3 TOP OF STUD 134'-6" STUD FACE 7 1/4" <COPING 01> <EXT WALL 02> <BLKG 07> <BLKG 08> <FLASH 10>6"1 1/2"4 1/2"F.3 STUD FACE 7 1/4"MINIMUM8"1' - 0"DECK BRG 119'-4"4"<MEMBRN RF 02> <EXT WALL 02> <FLASH 12> <PNLB 02> LAP AIR BARRIER OVER FLASHING LEG & SEAL A 5/8"2"10" 1' - 0 5/8"6"1 1/2"4 1/2"<EXT WALL 05> <COPING 01> <EXT WALL 03> 3 <MEMBRN RF 02> <EXT WALL 03> <SLNT 02> REGLET <FLASH 03>MINIMUM1' - 0 7/8"4"H DECK BRG 134'-7" DECK BRG 133'-2 1/2" TOP OF PRECAST 134'-7" TOP OF PRECAST BEYOND 136'-0"2" ±<EXT WALL 03> <MEMBRN RF 06> <MEMBRN RF 06> <EXT WALL 05> ADHERE ADDITIONAL MEBRANE FLASHING AROUND EDGE 4" IN EACH DIRECTION WRAP CONTINUOUS VAPOR RETARDER AROUND PRECAST & SEAL AGAINST BLOCKING <CVR BRD> <CVR BRD>4"<BLKG 04> <FLASH 14> 12 TOP OF STUD 128'-0" <MEMBRN RF 01> STUD FACE 7" <FLASH 10> <PNLB 01> <EXT WALL 02> <COPING 03> 12 WINDOW HEAD 116'-4" STUD FACE 7" <EXT WALL 02> <FLASH 09> <FLASH 04> <WINDOW 03>MINIMUM8"<PNLB 02> <BOX HDR 02> <BLKG 02> <SLNT 01><SLNT 03> 12 2 1/8" STUD FACE 7" <EXT WALL 02> <BLKG 02> <WINDOW 01> <SLNT 01> SOLID SURFACE STOOL BELOW <PNLB 02> <FLASH 04> <SLNT 03> <FLASH 11> <SLNT 03>1 1/2"4 1/2"6"VARIESMIN4"MIN 2"2" DRIP MINIMUM PROVIDE 4" HIGH MINIMUM X 24" WIDE MINIMUM - CONSTRUCT SCUPPER PER SMACNA RECOMMENDATIONS <CVR BRD> <MEMBRN RF 06> <COPING 01> (VARIES) DECK BRG VARIES TOP OF PRECAST <EXT WALL 03> <THRML BR> WALL TYPES PER PLAN EDGE OF EXPOSED P.C WALL PANEL AND FURRING BEYOND. V.I.F. 2" WALL AND CEILING EXPANSION JOINT. 4 1/4" 2" 10" CONTINUOUS DOUBLE LAYER 3/4" P.T. PLYWOOD AND BLOCKING AS REQUIRED TO PITCH. 3/4" P.T. PLYWOOD BACKER. WALL PANEL SYSTEM SIM. TO "EXT WALL 02" REFER TO STRUCTURAL FOR BENT PLATE, DECK AND FRAMING REQUIREMENTS. PREFINISHED METAL ROOF COPING WITH ALL WELDED CORNERS AND TRIM. FULLY ADHERED EPDM ROOFING SYSTEM W/ TAPERED INSULATION TO DRAIN & w/ RPS STRIP AT BASE / WALL TRANSITION. REFER TO ROOF PLAN FOR LOCATIONS AND THICKNESSES. 6"4"1' - 6 3/4" + -3 5/8" STEEL STUDS @ 16" O.C. 114 ' - 2" B/O CANOPY 116 ' -5 3/8" B/O STUD 115 ' - 1/2" B/O DECK 10" INSULATED PRECAST CONCRETE WALL PANEL. SEE STRUCTURAL. 2" CONTINUOUS COMPRESSIBLE EXPANSION JOINT. TIE INTO ROOF EXPANSION JOINT FOR A WATERTIGHT SEAL.2"10"4"EXISTING WALL CONSTRUCTION TO REMAIN. VERIFY IN FIELD EXACT CONSTRUCTION, MATERIALS, HEIGHTS LOCATIONS AND CONDITIONS. 10" INSULATED PRECAST CONCRETE WALL PANEL. SEE STRUCTURAL. 2" CONTINUOUS COMPRESSIBLE EXPANSION JOINT. TIE INTO ROOF EXPANSION JOINT FOR A WATERTIGHT SEAL. EXISTING WALL CONSTRUCTION TO REMAIN. VERIFY IN FIELD EXACT CONSTRUCTION, MATERIALS, HEIGHTS LOCATIONS AND CONDITIONS. 2"10"4"NEW WALL TYPE PER PLAN AND SECTIONS.1' - 0"1' - 3"2' - 3"CANOPY/WINDOW HEAD 110'-2" TOP OF STUD 112'-5" (111'-10" AT SIM) DECK BRG 111'-5" (111'-1" AT SIM) STUD FACE 4" <COPING 02> <BLKG 03> <MEMBRN RF 04> <FASCIA 02> <FASCIA 01> <FASCIA 03> <SOFFIT 01> <CLIP ANGLE> 5 2"<WINDOW 02> <STOOL 01> <EXT WALL 03> <SLNT 03> EACH SIDE 9 STUD FACE 6" 3 1/8" CANOPY/WINDOW HEAD 110'-2" <SLNT 01> <BLKG 02> <SOFFIT 01> <WINDOW 01> <FASCIA 02> <BLKG 02> <BOX HDR 02> 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <FLASH 04> <BKMTL 01> <SLNT 03> <CLG 02> SOFFIT 116'-4" <FASCIA 02> <SOFFIT 01> <BOX HDR 02> <EXT WALL 04> 2" STUD FACE 6" 2" HOLLOW FASTENER SPACER WRAP AIR BARRIER AROUND FRAMING & SEAL RETURN ALUMINUM PANEL AROUND PLYWOOD EDGE, ATTACH TO PLYWOOD OR STUD TOP OF STUD 134'-6" STUD FACE 6 5/16" ± <PNLB 01>6"4 1/2" 1 1/2" <COPING 01> <PNLB 01> <PNLB 03>1' - 0 5/8"<EXT WALL 04> <PNLB 04> <FLASH 08> <PNLB 01> F.9 TOP OF MASONRY 106'-0"MINIMUM8"2 1/2"<EXT WALL 01> <EXT WALL 06> STUD FACE 7 1/4"8 3/4" <PNLB 02> LAP AIR BARRIER OVER FLASHING LEG & SEAL <VNTLR 01> <FLASH 07> SEAL FASTENERS THROUGH FLASHING FOR FURRING ATTACHMENT C 1' - 2 3/4" STUD FACE 6 1/4" <EXT WALL 01> DECK BRG 119'-4" TOP OF STUD 121'-0" 3" CLOSED-CELL SPRAYED POLYURETHANE FOAM INSULATION <VNTLR 01>5 1/2"1 1/4"4 1/4"<COPING 03> FASCIA COVER ANCHOR BAR NON-CURING SEALANT STAINLESS STEEL FASTENER Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1 1/2" = 1'-0" EXTERIOR DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A7.0 10/13/2023 220025.00 C2023-15 1 1/2" = 1'-0"4 MASONRY CLAD WALL PARAPET 1 1/2" = 1'-0"10 WINDOW HEAD AT MASONRY CLAD WALL 1 1/2" = 1'-0"16 WINDOW JAMB AT MASONRY CLAD WALL 1 1/2" = 1'-0"22 WINDOW SILL AT MASONRY CLAD WALL BASE 1 1/2" = 1'-0"24 VERTICAL ALUMINUM PANEL SYSTEM COPING KEYNOTES PER SHEET # <ANGLE 03> GALVANIZED STEEL ANGLE FOR MASONRY SUPPORT - (2) ANGLES PER STONE SILL <BKMTL 01> PREFINISHED ALUMINUM BREAK METAL (MATCH ALUMINUM WINDOW FINISH), ATTACH IN SHIM SPACE W/VERTICAL LEG LAP GYPSUM BOARD SHEATHING <BLKG 02> 2X BLOCKING <BLKG 03> 2X TREATED BLOCKING <BLKG 04> 2X6 TREATED BLOCKING - SHAPE TOP OF BLOCKING TO MATCH ROOF SLOPE <BLKG 07> 2X4 BLOCKING <BLKG 08> 5/8" PLYWOOD BLOCKING <BOX HDR 02> BOX HEADER <CLG 01> SUSPENDED ACT SYSTEM <CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM <CLIP ANGLE> COLD-FORMED SLOTTED STEEL CLIPS AT EACH STUD <COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH <COPING 02> PREFINISHED ALUMINUM GRAVEL STOP W/CLEAT ATTACHMENT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <CVR BRD> 1/2" THICK COVER BOARD <EXT WALL 01> CONCRETE BRICK (4" X 4" X 16" NOMINAL) IN RUNNING BOND W/MASONRY TIES @ 1'-4" O.C. VERTICAL SPACE, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 7/8" HORIZONTAL FURRING @ 1'-4" O.C. VERICALLY & 5/8" GYPSUM BOARD <EXT WALL 02> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL <EXT WALL 04> 1/8" THICK PREFINISHED PERFORATED ALUMINUM PANEL, 2" LONG STAINLESS STEEL OR ALUMINUM HOLLOW SPACER FOR PERFORATED ALUMINUM PANEL FASTENER TO FIT THROUGH - FASTENER TYPE EQUALLY SPACED HORIZONTALLY AND VERTICALLY DETERMINED BY STRUCTURAL ENGINEER, PREFINISHED ALUMINUM PANEL, AIR BARRIER, FIRE-TREATED 5/8" PLYWOOD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER & VERTICAL FLUSH PREFINISHED ALUMINUM PANEL SYSTEM <EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <EXT WALL 06> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" EXTERIOR GRADE HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MIGHT BE REQUIRED, COORDINATE W/PANEL MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C., 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C., & 5/8" GYPSUM BOARD <FASCIA 01> PREFINISHED ALUMINUM PANEL SYSTEM, VERTICAL 12" WIDE ON 7/8" FURRING @ 1'-4" O.C.(ADDITIONAL FURRING MAY BE REQUIRED COORDINATE W/PANEL MANUFACTURER), 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" EXTERIOR GYPSUM BOARD SHEATHING <FASCIA 02> PREFINISHED ALUMINUM PANEL SYSTEM J-CHANNEL BY PANEL MANUFACTURER <FASCIA 03> PREFINISHED ALUMINUM J-FLASHING W/WEEP HOLES, PREFINISHED J-CHANNEL & SEALANT - BY PANEL MANUFACTURER <FLASH 01> THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR SEAL ATTACHMENT <FLASH 03> PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING <FLASH 04> ADHERED MEMBRANE FLASHING, LAP GYPSUM BOARD SHEATHING 3" MINIMUM & 2X BLOCKING, TERMINATE IN SHIM SPACE <FLASH 06> THROUGH-WALL FLASHING WITH DRIP, LAP OVER <FLASH 04> TERMINATE IN SHIM SPACE <FLASH 07> PREFINISHED ALUMINUM FLASHING W/HEMMED DRIP EDGE & CLEAT ATTACHMENT, EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR & SEAL ATTACHMENT <FLASH 08> ADHERED MEMBRANE FLASHING, LAP AROUND TOP EDGE OF PLYWOOD 3" MINIMUM & 3" MINIMUM ONTO THE EXTERIOR GYPSUM BOARD SHEATHING/PLYWOOD EACH SIDE OF PARAPET <FLASH 09> PREFINISHED ALUMINUM FLASHING (22 GAGE MINIMUM) W/HEMMED DRIP EDGE, EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR, SEAL ATTACHMENT & PROVIDE CONTINUOUS SEALANT BEAD ALONG TOP OF TERMINATION BAR - COLOR TO MATCH PANEL SYSTEM <FLASH 10> ADHERED MEMBRANE FLASHING, LAP GYPSUM BOARD SHEATHING & PLYWOOD/BLOCKING 3" MINIMUM <FLASH 11> J PROFILE BRAKE METAL W/ 3/8" RETURN, ATTACH IN SHIM SPACE, COLOR TO MATCH PANEL SYSTEM <FLASH 12> PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, EXTEND VERTICAL LEG TO TERMINATION BAR & SEAL ATTACHMENT <FLASH 13> PREFINISHED ALUMINUM FLASHING (MATCH WINDOW FINISH) W/DOWNTURNED HEMMED EDGE & UPTURNED VERTICAL HEMMED EDGE SET ONTO SEALANT BED <FLASH 14> PREFINISHED ALUMINUM FLASHING (22 GAGE) W/DRIP, CLEAT ATTACHMENT & 4" HORIZONTAL LEG - LAP & ADHERE MEMBRANE SPLICE OVER HORIZONTAL LEG & 4" MINIMUM ONTO MEMBRANE ROOF <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL <FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM <GRADE 01> FINISH GRADE <GROUT 01> GROUT CAVITY SOLID BELOW FLASHING <INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB <INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING <LINTEL 01> GALVANIZED BENT STEEL PLATE LINTEL (PAINT) <MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 02> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR (SEAL PER MEMBRANE MANUFACTURER'S REQUIREMENTS), PREFINISHED ALUMINUM FLASHING & COUNTERFLASHING, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE) & ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACH PER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING <MEMBRN RF 06> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 1/2" COVER BOARD, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM), VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), 1/2" THERMAL BARRIER, SLOPED ACOUSTICAL ROOF DECK & STRUCTURAL FRAMING - SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MTRNET 01> MORTAR NET <PNLB 01> 6" WIDE VERTICAL PANELBOARD CLADDING SYSTEM TRADITIONAL TERMINATION SET <PNLB 02> 6" WIDE VERTICAL PANELBOARD CLADDING SYSTEM PRECISION J-TRACK <PNLB 03> OUTSIDE CORNER CRAFTSMAN TRIM BY PANELBOARD CLADDING SYSTEM MANUFACTURER <PNLB 04> 6" WIDE HORIZONTAL PANELBOARD CLADDING SYSTEM, AIR BARRIER (LAP OVER <FLASH 08> & SEAL), 5/8" EXTERIOR GYPSUM BOARD SHEATHING & 6" STEEL STUD FRAMING @ 1'-4" O.C. <SILL 01> CAST STONE SILL <SILL SLR> SILL SEALER - CONTINUOUS POLYPROPOLENE PAD SET BETWEEN STUD RUNNER & CONCRETE <SLNT 01> PERIMETER SEALANT W/BACKER ROD EACH SIDE <SLNT 02> CONTINUOUS SEALANT BEAD <SLNT 03> CONTINUOUS PERIMETER SEALANT BEAD <SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OF SUPPORT FRAMING W/PANEL MANUFACTURER <STOOL 01> SOLID SURFACE STOOL W/RADIUS ON 5/8" PLYWOOD & PROVIDE CONTINUOUS SEALANT BEAD <THRML BR> 1/2" THICK THERMAL BARRIER <VNTLR 01> MASONRY VENTILATOR @ 2'-8" O.C. <WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM <WINDOW 02> BORROWED LITE, 1/4" GLASS SET INTO HOLLOW METAL FRAME <WINDOW 03> THERMALLY BROKEN PREFINISHED ALUMINUM CURTAINWALL FRAMING SYSTEM WITH 1" INSULATED GLASS <WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL 1 1/2" = 1'-0"23 ROOF FLASHING AT METAL PANEL BASE 1 1/2" = 1'-0"28 PRECAST WALL PANEL COPING 1 1/2" = 1'-0"29 ROOF FLASHING REGLET 1 11-17-23 Addendum #1 1 1/2" = 1'-0"30 ROOF SYSTEMS AT PRECAST STEP 1 1/2" = 1'-0"3 VERTICAL ALUMINUM PANEL SYSTEM COPING 1 1/2" = 1'-0"9 VERTICAL ALUMINUM PANEL WINDOW HEAD 1 1/2" = 1'-0"15 VERTICAL ALUMINUM PANEL WINDOW JAMB NO SPRAY FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING IN LIEU OF 5/8" GYPSUM BOARD & ADD VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM AT SIM CONDITION 1 1/2" = 1'-0"21 OVER FLOWSCUPPER 1 1/2" = 1'-0"8 EXIST. TO NEW INTERIOR EXPANSION JOINT 1 1/2" = 1'-0"14 PARAPET @ DUMPSTER ROOF EDGE 1 1/2" = 1'-0"20 EXIST. TO NEW EXPAN JOINT @ PC PANELS 1 1/2" = 1'-0"1 EXIST. TO NEW EXPAN JOINT @ PC PANEL 1 1/2" = 1'-0"27 CANOPY FASCIA 1 1/2" = 1'-0"26 BORROWED LITE SILL 1 1/2" = 1'-0"13 SOFFIT PANEL SYSTEM AT WINDOW HEAD 1 1/2" = 1'-0"7 SOFFIT PANEL SYSTEM AT WALL SYSTEM NO SOLID SURFACE STOOL AT SIM CONDITION NO SOLID SURFACE STOOL/STONE SILL, WINDOW LOCATION IS DIFFERENT & 6" STUD FACE DIMENSION AT SIM CONDITION NO SOLID SURFACE STOOL/STONE SILL & STUD FACE IS 6" AT SIM CONDITION 1 1/2" = 1'-0"19 COPING NO CEILING SYSTEM AT SIM CONDITION 1 1/2" = 1'-0"25 VERTICAL PANEL TRANSITION AT MASONRY NO SPRAY FOAM INSULATION, 3" VERTICAL GIRTS BEHIND MASONRY & 1 1/2" AIR SPACE ON OPPOSITE SIDE OF WALL AT SIM CONDITION NO WINDOW SYSTEM/CAST STONE SILL AT SIM CONDITION 1 1/2" = 1'-0"2 FASCIA AT MASONRY CLAD PARAPET SEE DETAIL 4/A7.0 FOR ADDITIONAL INFO SEE DETAIL 2/A7.0 FOR FASCIA INFO 0' - 8"4' - 0"4' - 0"CONCRETE FOOTING GRANULAR FILL CONCRETE WALK/DRIVEWAY 8" DIA. x 8'-0" SCHEDULE 40 STEEL PIPE, FILL W/ CONCRETE AND FINISH, SEE SPECS. CROWN CONCRETE AT TOP ELEV VARIES FINISH GRADE CONCRETE FOOTING GRANULAR FILL CONCRETE WALK/DRIVEWAY 8" DIA. x 8'-0" SCHEDULE 40 STEEL PIPE, FILL W/ CONCRETE AND FINISH, SEE SPECS. CROWN CONCRETE AT TOP 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 CLIP ANGLES -SEE STRUCT 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 NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION BEAM BEYOND CLIP ANGLES -SEE STRUCT NOTE: VERIFY WALL HGT AND SEPARATION REQUIREMENTS FROM ROOF STRUCTURE W/ STRUCTURAL FOR DEFLECTION 10" INSULATED PRECAST WALL PANEL BACKER ROD AND SEALANT AT BOTH SIDES CMU WALL, SEE FLOOR PLAN FOR TYPE AND LOCATION INSULATED PRECAST WALL PANEL BACKER ROD AND SEALANT AT BOTH SIDES CMU WALL, SEE FLOOR PLAN FOR TYPE AND LOCATION BACKER ROD AND SEALANT AT BOTH SIDES INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INTERIOR10"10" BACKER ROD AND SEALANT AT BOTH SIDES INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED EXTERIOR GRIDBACKER ROD AND SEALANT AT BOTH SIDES BY PRECAST SUPPLIER GRID STEEL ANGLE AND EMBED PLATE AS REQUIRED BY PRECAST SUPPLIER INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED 0' - 1 1/2"0' - 1 1/2"BACKER ROD AND SEALANT AT BOTH SIDES BY PRECAST SUPPLIER INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED CONCRETE-FILLED STEEL BOLLARD W/ PLASTIC PROTECTIVE COVER (TYP) 10 1/2" INSULATED PRECAST CONCRETE WALL PANEL - SEE STRUCTURAL PERIMETER WEATHER STRIPPING 6"1' - 6"CL CLCONCRETE BOLLARD FOUNDATION A10.2 10 HOLD6"GRID BACKER ROD AND SEALANT AT BOTH SIDES INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED 10"10" BACKER ROD AND SEALANT AT BOTH SIDES INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED INSULATED PRECAST WALL PANEL, HOLD INSULATION BACK AT CORNERS AS REQUIRED HOLD6"EQ EQ WINDOW HEAD 116'-4" <BOX HDR 02> <BLKG 02> <CLG 02> <WINDOW 01> <SLNT 01> FORMED PERIMETER TRIM BY CEILING SYSTEM MANUFACTURER 1"4 1/4"1 1/2"F.9 8 3/4"6"5 3/4" FIRST FLOOR 100'-0" <EXT WALL 11>MINIMUM8"MINIMUM8"<GRADE 01> STUD FACE 7 1/4" <VNTLR 01> <MTRNET 01> <GROUT 01> <CONC STOOP> <INSUL 03> <WTRPRFG 02> <FND 01> <SILL SLR> TOP OF FND 100'-8" <FLASH 01> <FLASH 01> 7 M.4 7.2 4 A6.4M.3 STUD FACE7"STUD FACE1' - 2"STUD FACE 7 1/8" STUD FACE 1 1/4"8"3' - 2 5/8"<EXT WALL 01> TO 6'-0" AFF THEN <EXT WALL 06> ATOP OF THIS WALL TO PARAPET HEIGHT <EXT WALL 14> 9 CANOPY/WINDOW HEAD 110'-2" TOP OF STUD 112'-5" (111'-10" AT SIM) DECK BRG 111'-5" (111'-1" AT SIM)1' - 3"1' - 0"2' - 3"STUD FACE 6" 3 1/8" <BOX HDR 02> <BLKG 02> <INSUL 04> <SLNT 02> <WINDOW 01> <MEMBRN RF 04> <SLNT 01> <DOOR 04> <EXT WALL 10> SCUPPER DRAIN & CONDUCTOR PIPE DASHED IN FOR CLARITY <FLASH 02> <FLASH 04> <SOFFIT 01> <FASCIA 02> <BKMTL 01> <BLKG 01> LT GAGE CLIP ANGLE ATTACHED TO BLOCKING FOR SOFFIT SUPPORT ATTACHMENT F.9 EQ6"EQEQEQSTUD FACE7 1/4"<EXT WALL 09> <BLKG 07> <BLKG 08> MASONRY/FLASHING BELOW OUTSIDE CORNER CRAFTSMAN TRIM BY PANEL MANUFACTURER 12 M.3 STUD FACE7"STUD FACE 7 1/8"STUD FACE7"<EXT WALL 13> <EXT WALL 11> <EXT WALL 13> MAINTAIN 1 1/2" MINIMUM AIR SPACE WIDTH 7 <EXT WALL 14> 1' - 4" 5 3/4" <BNDBM 01>2"1" <STOOL 01> <WINDOW 01><SLNT 01> <INSUL 01> <FLOOR 01> <INSUL 02> <FND 01> <GRADE 01> 1 1/2" 7 5/8" <WTRPRFG 03> <VNTLR 01> <MTRNET 01> <FLASH 01> <GROUT 01> 8 1/8" 1"5/8"3"3 5/8"<FLASH 13> <FLASH 06><ANGLE 03> <FLASH 04><SILL 01> WINDOW SILL 1'-8" FIRST FLOOR 100'-0" 7 1' - 4" CMU FACE 5 3/4" <EXT WALL 14> <WINDOW 01> 3/4" ADHERED MEMBRANE FLASHING, LAP CMU 3" MINIMUM & TERMINATE IN SHIM SPACE WINDOW STOOL BELOW WINDOW STOOL BELOW <SLNT 01> 7 WINDOW HEAD 110'-4 3/8" <EXT WALL 14> <LINTEL 01> <FLASH 01> <VNTLR 01> <MTRNET 01> <LINTEL 02> <CLG 01> <SLNT 01><WINDOW 01> 7 6"4 1/2"1 1/2"1' - 4"CMU FACE 5 3/8" <MEMBRN RF 01> <BNDBM 01> <EXT WALL 05> <EXT WALL 14> <COPING 01> TOP OF CMU 121'-8" DECK BRG 119'-4" <VNTLR 01> A PREFINISHES ALUMINUM COPING BY CURTAIN WALL MANUFACTURER SEALANT 1" INSULATED GREEN TINTED GLASS IN PREFINISHED ALUMINUM VENEER SYSTEM MOUNTED DIRECTLY TO PRECAST. FILL SPACE BEHIND VENEER SYSTEM WITH SPRAY FOAM INSULATION TRANSITION MEMBRANE LAP MEMBRANE 4" MINIMUM & TEMINATE IN GLAZING POCKET OF CURTAIN WALL MULLION FILL VOID BENEATH COPING W/SPRAYED POLYURETHANE FOAM INSULATION PRECAST WELDED TO JAMB METAL DECK, ANGLE & JOIST -SEE STRUCTURAL ROOF TYPE -A LAP MEMBRANE AROUND BLOCKING & ATTACH PER MANUFACTURER'S REQUIRMENTS 10"2"6' - 4 3/4"2"1/2"2"1 3/8"6" 1" INSULATED GLASS IN PREFINISHED ALUMINUM CURTAINWALL SYSTEM 5/8" EXTERIOR GYP BD SHEATHING ON 6" METAL STUDS @ 1' -4" O.C., FILL STUD CAVITIES SOLID W/SPRAYED POLYUREYHANE FOAM INSULATION PROVIDE ELECTRIC MOTOR SHADE MOUNTED TO PRECAST ATTACHMENT BY PRECASTER, IF POCKET, BACK HATCH WITH INSULATION PER POCKET NOTE 1 <EXT WALL 05> A7.1 3 2 5/8" 2 1/2" 4 7/8" 4 1/2" A 4 1/2" 3/8" 2 1/2" 2 5/8" 1 3/8"6"2 5/8"MIN8"PREFINISHED ALUMINUM FLASHING TO RUN UP THE PRECAST WALL AND BACKED WITH ADHERED MEMBRANE WITH TERMINATION BAR FILL IN VENEER SYSTEM CAVITY WITH SPRAY FOAM INSULATION PERIMETER SEALANT W/BACKER ROD, PROVIDE ROPE WICKS @ 2'-0" O.C. MAX. CURTAIN WALL VENEER SYSTEM WITH SPANDREL TO MATCH JANESVILLE GREEN CURTAIN WALL SYSTEM PROVIDE ELECTRIC MOTOR SHADE MOUNTED TO PRECAST -ALIGN W/HEAD OF WINDOW OPENING 6"4"VERIFY IN FIELD EXISTING CONDITIONS AND ADJUST BLOCKING REQUIREMENTS AS NEEDED. PREFINISHED METAL COPING WITH WELDED CORENERS AND TRIM.8" min2"2"9 5/8" PRESSURE TREATED PLYWOOD AND BLOCKING. 1 1/2"10" INSULATED PRECAST CONCRETE WALL PANEL. 5/8" EXTERIOR GYPSUM BOARD ON 2" SPRAY FOAM INSULATION. BELLOWS TYPE EXPANSION JOINT COVER WITH DRIP AND INSULATION. PRESSURE TREATED 2x BLOCKING. TIE INTO EXISTING ROOFING PER MANUFACTURES REQUIREMENTS. 2 5 1/2"1 1/4"4 1/4"FASCIA COVER ANCHOR BAR NON-CURING SEALANT STAINLESS STEEL FASTENER TOP OF PRECAST 117'-4" <EXT WALL 05> <EXT WALL 03> <COPING 03> Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: As indicated EXTERIOR DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A7.1 10/13/2023 220025.00 C2023-15 3/4" = 1'-0"20 PIPE BOLLARD -EXTERIOR (TYP) 1 1/2" = 1'-0"22 CMU HEAD 1 1/2" = 1'-0"23 CLUB ROOF EDGE DEFAULT 1 1/2" = 1'-0"25 PRECAST -CMU WALL T INTERSECTION 1 1/2" = 1'-0"29 PRECAST -PRECAST WALL T INTERSECTION 1 1/2" = 1'-0"27 PRECAST TYPICAL MITERED CORNER 1 1/2" = 1'-0"21 PIPE BOLLARD -PLAN -EXTERIOR (TYP) 1 1/2" = 1'-0"26 PRECAST JAMBS 1 1/2" = 1'-0"28 PRECAST -PRECAST WALL BUTT JOINT KEYNOTES PER SHEET # <ANGLE 03> GALVANIZED STEEL ANGLE FOR MASONRY SUPPORT - (2) ANGLES PER STONE SILL <BKMTL 01> PREFINISHED ALUMINUM BREAK METAL (MATCH ALUMINUM WINDOW FINISH), ATTACH IN SHIM SPACE W/VERTICAL LEG LAP GYPSUM BOARD SHEATHING <BLKG 01> 2X4 TREATED BLOCKING <BLKG 02> 2X BLOCKING <BLKG 07> 2X4 BLOCKING <BLKG 08> 5/8" PLYWOOD BLOCKING <BNDBM 01> 8" BOND BEAM <BOX HDR 02> BOX HEADER <CLG 01> SUSPENDED ACT SYSTEM <CLG 02> PREFINISHED ALUMINUM WOOD-LOOK CEILING SYSTEM <CONC STOOP> POURED CONCRETE SLAB-ON-GRADE (1/4" PER FOOT SLOPE )W/FOUNDATION WALLS 4'-0" DEEP MINIMUM UNLESS NOTED OTHERWISE <COPING 01> PREFINISHED ALUMINUM COPING WITH CLEAT ATTACHMENT, 3/4" TREATED PLYWOOD, TREATED 2X6 SHAPED FOR 1 1/2" SLOPE & FILL VOID SOLID W/SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION - SEE WALL SECTIONS FOR THE RESPECTIVE WIDTH <COPING 03> PREFINISHED ALUMINUM FASCIA W/ANCHOR BAR ATTACHMENT, NON-CURING SEALANT, 2X TREATED BLOCKING, WRAP MEMBRANE AROUND BLOCKING ATTACH PER MANUFACTURER'S RECOMMENDATIONS <DOOR 04> PREFINISHED ALUMINUM MEDIUM STYLE DOOR WITH 1" INSULATED FULL GLASS <EXT WALL 03> 10" INSULATED ARCHITECTURAL PRECAST WALL PANEL <EXT WALL 05> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 2" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. & 2" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION <EXT WALL 09> VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C. (ALIGN W/STEEL STUD SPACING), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. 5/8" EXTERIOR GYPSUM BOARD SHEATHING, AIR BARRIER, 7/8" HORIZONTAL FURRING @ 1'-4" O.C. (ADDITIONAL FURRING MAY BE REQUIRED, COORDINATE W/PANEL SYSTEM MANUFACTURER), AIR BARRIER, & VERTICAL 6" WIDE PANELBOARD CLADDING SYSTEM <EXT WALL 10> 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 3" VERTICAL NON-METALLIC GIRTS @ 1'-4" O.C.., 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION, 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUDS @ 1'-4" O.C. & 5/8" GYPSUM BOARD <EXT WALL 11> 4" CONC BRICK, 3 1/2" AIR SPACE, 5/8" EXTERIOR GYPSUM BOARD SHEATHING (LAP CONCRETE 1" MINIMUM), 6" STEEL STUD FRAMING @ 1'-4" O.C., 5/8" EXTERIOR GYPSUM BOARD SHEATHING (EXTEND DOWN TO TOP OF GROUT), 1 1/2" AIR SPACE & 4" CONC BRICK <EXT WALL 13> 4" CONC BRICK, 1 1/2" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM), 5/8" EXTERIOR GYPSUM BOARD SHEATHING, 6" STEEL STUD FRAMING @ 1'-4" O.C. & 5/8" GYPSUM BOARD <EXT WALL 14> 4" CONC BRICK, 1 3/4" AIR SPACE, CONTINUOUS 3" SPRAYED CLOSED-CELL POLYURETHANE FOAM INSULATION (R-18 MINIMUM) & 8" CMU W/HORIZONTAL REINFORCING @ 1'-4" O.C. VERTICALLY <FASCIA 02> PREFINISHED ALUMINUM PANEL SYSTEM J-CHANNEL BY PANEL MANUFACTURER <FLASH 01> THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EXTEND VERTICAL LEG 8" MINIMUM TO TERMINATION BAR SEAL ATTACHMENT <FLASH 02> PREFINISHED ALUMINUM FLASHING W/HEMMED DRIP EDGE (MATCH WINDOW FINISH), UPTURNED VERTICAL HEMMED LEG & SLOPE HORIZONTAL LEG FOR POSITIVE DRAINAGE - FRICTION-FIT FLASHING AROUND WINDOW SILL EDGE, NO FASTENERS THROUGH ROOF MEMBRANE <FLASH 04> ADHERED MEMBRANE FLASHING, LAP GYPSUM BOARD SHEATHING 3" MINIMUM & 2X BLOCKING, TERMINATE IN SHIM SPACE <FLASH 06> THROUGH-WALL FLASHING WITH DRIP, LAP OVER <FLASH 04> TERMINATE IN SHIM SPACE <FLASH 13> PREFINISHED ALUMINUM FLASHING (MATCH WINDOW FINISH) W/DOWNTURNED HEMMED EDGE & UPTURNED VERTICAL HEMMED EDGE SET ONTO SEALANT BED <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL <FND 01> REINFORCED CONCRETE FOOTING AND FOUNDATION SYSTEM <GRADE 01> FINISH GRADE <GROUT 01> GROUT CAVITY SOLID BELOW FLASHING <INSUL 01> 1/2" RIGID INSULATION FOR THERMAL CONTINUITY THROUGH CONCRETE FLOOR SLAB <INSUL 02> 2" RIGID INSULATION DOWN TO TOP OF FOOTING, 4'-0" MINIMUM IF THERE IS NO FOOTING <INSUL 03> 1/2" EXPANSION FELT <INSUL 04> SPRAY 1" THICK MINIMUM CLOSED-CELL POLYURETHANE FOAM INSULATION ON 1'-6" EXTERIOR/INTERIOR LENGTH OF THE WIDE FLANGE STEEL BEAM, PROVIDE PERIMETER 1/2" SOFT JOINT (SEALANT W/BACKER ROD) AROUND THE INTERIOR/EXTERIOR STEEL FRAMING PENETRATIONS - TYPICAL <LINTEL 01> GALVANIZED BENT STEEL PLATE LINTEL (PAINT) <LINTEL 02> 8" MASONRY LINTEL <MEMBRN RF 01> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), WRAP MEMBRANE AROUND THE SLOPED PLYWOOD & LAP JOINT BETWEEN PLYWOOD & MASONRY 1" MINIMUM - ATTACH PER MANUFACTURER'S RECOMMENDATIONS, 7" THICK POLYISOCYANURATE ROOF INSULATION (R-38 MINIMUM) AT ROOF DRAIN, TAPERED INSULATION, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE), ROOF DECK, ANGLE & STRUCTURAL FRAMING- SEE ROOF PLAN FOR ADDITIONAL ROOF INSULATION THICKNESS FOR THE TAPERED INSULATION AT THE PERIMETER OF ROOF DRAIN LOCATIONS <MEMBRN RF 04> ADHERED MEMBRANE ROOF SYSTEM (COLOR: BLACK), TAPERED POLYISOCYANURATE ROOF INSULATION (1" MINIMUM THICKNESS AT ROOF DRAIN, VAPOR RETARDER (SEAL AGAINST VERTICAL SURFACE) & ROOF STRUCTURAL FRAMING - EXTEND MEMBRANE 1'-0" MINIMUM VERTICALLY TO TERMINATION BAR LAP MEMBRANE AROUND BLOCKING, LAP JOINT BETWEEN PLYWOOD & PANEL SYSTEM & ATTACH PER MANUFACTURER'S RECOMMENDATIONS, ROOF DECK & STRUCTURAL FRAMING <MTRNET 01> MORTAR NET <SILL 01> CAST STONE SILL <SILL SLR> SILL SEALER - CONTINUOUS POLYPROPOLENE PAD SET BETWEEN STUD RUNNER & CONCRETE <SLNT 01> PERIMETER SEALANT W/BACKER ROD EACH SIDE <SLNT 02> CONTINUOUS SEALANT BEAD <SOFFIT 01> SUSPENDED PREFINISHED ALUMINUM VENTED PANEL SYSTEM (12" WIDE, ALIGN JOINTS W/FASCIA JOINTS), 7/8" FURRING @ 1'-4" O.C. & 1 1/2" CHANNELS @ 4'-0" O.C. - VERIFY SPACING OF SUPPORT FRAMING W/PANEL MANUFACTURER <STOOL 01> SOLID SURFACE STOOL W/RADIUS ON 5/8" PLYWOOD & PROVIDE CONTINUOUS SEALANT BEAD <VNTLR 01> MASONRY VENTILATOR @ 2'-8" O.C. <WINDOW 01> THERMALLY BROKEN PREFINISHED ALUMINUM STOREFRONT FRAMING SYSTEM WITH 1" INSULATED GLASS, LAP CONCRETE BRICK MASONRY RETURN 1/2" MINIMUM <WTRPRFG 02> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & LAP JOINT BETWEEN SHEATHING & TOP OF FOUNDATION WALL <WTRPRFG 03> WATERPROOFING, PROVIDE MORTAR CANT, LAP FOOTING & EXTEND 8" MINIMUM ABOVE FINISHED FLOOR ELEVATION 1 11-17-23 Addendum #1 1 1/2" = 1'-0"9 STOREFRONT SYSTEM HEAD NO CEILING OR SPRAY FOAM INSULATION & GYPSUM BOARD IS FULL HEIGHT AT SIM CONDITION 1 1/2" = 1'-0"16 MASONRY CLAD CAVITY WALL BASE 1/2" = 1'-0"19 VESTIBULE 118 PARTIAL FLOOR PLAN 1 1/2" = 1'-0"13 CANOPY SCUPPER DRAIN AT WINDOW SYSTEMS STUD FACE IS 7" AT SIM CONDITION 1 1/2" = 1'-0"14 VERTICAL PANEL EDGE PLAN 1 1/2" = 1'-0"15 MASONRY CAVITY WALL PLAN 1 1/2" = 1'-0"7 WINDOW SILL AT MASONRY CAVITY WALL 1 1/2" = 1'-0"1 WINDOW JAMB AT MASONRY CAVITY WALL 1 1/2" = 1'-0"8 WINDOW HEAD AT MASONRY CAVITY WALL 1 1/2" = 1'-0"2 MASONRY CAVITY WALL PARAPET 1 1/2" = 1'-0"30 CONVENTION CURTAIN WALL DETAIL Copy 1 3" = 1'-0"3 WINDOW SYSTEMS CONNECTION DETAIL 1 1/2" = 1'-0"4 P.C. COPING @ EXIST. ROOF -EXPAN. JOINT 1 1/2" = 1'-0"10 FASCIA AT PRECAST PARAPET 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"3 7/8"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"3" SOLID SURFACE ON EXTERIOR OF WATERFALL 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 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 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 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 A9.016 8 16a 1227 SF MAIN TEAM ROOM 132 M8 M8 M8 M4 M6 M8 M8 M4 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 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 1/2"9 3/4"3' - 0"10 1/2"3' - 0"8' - 3 5/8" M8 M8 M8 M8 3' - 0"3' - 4 3/4"5' - 4"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" 3 7/8" 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 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 52 SF FAMILY RR 106 38 1 A106.1 20 33 A10.2 16A2 A1 A2 A2 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 1 11-17-23 Addendum #1 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 A2 D4b A2 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 A2 F2 A9.1 A2 A1 D6b A2 A2 A2 A2 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 1 A5.1 1 A5.0 A115.1 A114.1 A116.1 A115.3 A115.2 A2 A2 A2 A2 A2 29' - 4 1/4" 8' - 11" 38' - 3 1/4" 26' - 8" 11' - 0"8' - 10"5' - 8"2' - 3"8' - 10 1/8"4' - 10 3/8"30' - 5 1/2"A7.1 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 A2A2 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"6' - 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' - 5" 12' - 0" 18' - 7 1/2" A2 PROVIDE MOP SHELF ABV.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 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 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 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" 89 89 89 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 190' - 0"103' - 8" TRENCH DRAIN FLOOR DRAIN 45 45 45 45 45 45 45 4589 89 89 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"190' - 0"103' - 8"188' - 4"45 45 45 45 45 45 45 4589 89 89 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"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" 89 89 89 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' - 4"12' - 6" 12' - 6"3' - 4"SEE DASHER BOARD DRAWINGS FOR DETAILS 45 45 45 45 45 45 45 4589 89 89 89 897' - 2"50' - 0"12' - 0"50' - 0"12' - 0"50' - 0"7' - 2"8' - 2" 84' - 0"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 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 SCOREBOARD BY OTHERS 98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITION WALL IS IN USE. T ectonic Cop yright 2007T ectonic Cop yright 2007 A7.3 3 18 E.Q TREADS @11" MIN 16' - 6"4' - 0"18 E.Q TREADS @11" MIN 16' - 6"4' - 0"3 A8.4 H 3 G.8 A200.1 A200.2 4' - 0" 1' - 0" 4' - 0" 10"4' - 2"10"5' - 8" 6 E.Q. TREADS @ 11" MIN 6' - 5" 9' - 4"4' - 0"9 E.Q. TREADS @ 11" MIN.7' - 4"5' - 8"7' - 6"7' - 8"14 E.Q. TREADS @ 11" MIN.12' - 10"4' - 0"9' - 2 1/2" STAIR FABRICATOR TO SPECIFY STAIRS AND SUPPORT SYSTEM 20' - 6"4' - 2"12' - 1" 9' - 4" 3 E.Q TREADS @11" MIN 2' - 9" 5' - 4" 18 E.Q TREADS @11" MIN 16' - 6"6' - 0"HANDRAIL RETURN TO GUARD HANDRAIL RETURN TO GUARD M12 CLEAR HEIGHT6' - 8" MIN.6' - 10 1/2" 4' - 5"2' - 3"7' - 4"14 E.Q. RISERS @ 7" MAX.12' - 6"CL CL 7 EQ. RISERS @ 7" MAX.3' - 10"5' - 1" 11' - 11" 7' - 11 5/8" 6" 4 3/8" 4' - 2" 7 E.Q. TREADS @ 11" MIN. 6' - 5" 14' - 1"11' - 6"1' - 0"STAIR FABRICATOR TO SPECIFY STAIRS AND SUPPORT SYSTEM 46 30 13' - 2" FIRST FLOOR 100' -0" MEZZANINE FLOOR LEVEL 112' -6" A7.3 4 6"6"6"6"90 2' - 9" 7' - 2" 2' - 9" 2' - 9" 2' - 9" 2' - 9" 2' - 9" 3' - 6 1/4"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"2' - 0"11" 11" 11"7"7"7"5' - 5 5/8"10' - 5" 11" 11" 11" TYP.TYP.1 A8.4 LANDING 5' - 4" 18 E.Q TREADS @11" MIN 16' - 6"6' - 0"9' - 1 3/4"A7.3 3 3 E.Q TREADS @11" MIN 2' - 9"4' - 6 5/8"R 27' - 11 3/4" 12 E.Q TREADS @11" MIN 11' - 0"4' - 0"6 E.Q. TREADS @ 11" MIN. 5' - 6"4' - 0"6 E.Q. TREADS @ 11" MIN. 5' - 6"4' - 0"A7.3 3 18 E.Q TREADS @11" MIN 16' - 6"4' - 0"A170.4 A7.4 7 6" BOLLARD DIM. TYPICAL @ D.I.D FOUNDATION EXT. DOOR - OVERHEAD 12' X 12' A7.1 21 A7.1 20 1' - 6"A156.5A7.4 7 1' - 6"6"6"EXTERIOR BOLLARDS A10.2 10 FIRST FLOOR 100' -0" HG.8 MEZZANINE FLOOR LEVEL 112' -6"16' - 3"7' - 2"5' - 0"42 5' - 4"7' - 2"HOIST BEAM12' - 10"<FLOOR 01> <INSUL 03> <8" CMU 02> PROVIDE STEEL WALL MOUNTED ACCESS LADDER PACK SOLID WITH 1 HOUR RATED FIRE SAFING 1' - 9 7/8" 95 ' -0" B/O SOFFIT K L 19' - 2 3/4" 63 3 A8.4 H 3 G.8 9' - 2 1/2"MATCHLINE BBA135.2STAIR FABRICATOR TO SPECIFY STAIRS AND SUPPORT SYSTEM 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 AND SECTIONS -STAIRS AND O.H. DOORS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.4 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"9 NW -Seating Assembly Stairs -Lower 1/4" = 1'-0"11 STADIA SEATING ACCESS STAIR -FIRST FLOOR -NE 1/4" = 1'-0"12 MULTIPURPOSE AREA EGRESS STAIR MEZZANINE FLOOR PLAN -NE 1/4" = 1'-0"5 MAIN RINK STAIR FIRST FLOOR PLAN -SW 1/4" = 1'-0"3 MULTIPURPOSE AREA EGRESS STAIR SECTION -NE 1/4" = 1'-0"1 MAIN RINK STAIR SECTION -SW 1/4" = 1'-0"8 MAIN RINK STAIR MEZZANINE FLOOR PLAN -SW 1/4" = 1'-0"14 STADIA SEATING ACCESS STAIR 2 -SE 1/4" = 1'-0"10 STADIA SEATING ACCESS STAIR 1 -SE 1/4" = 1'-0"6 STADIA SEATING ACCESS STAIR 2 -NE 1/4" = 1'-0"15 STADIA SEATING ACCESS STAIR -NE 1/4" = 1'-0"16 RESURFACER ROOM -OVERHEAD DOOR 1/4" = 1'-0"13 MULTI-USE CONVENTION SPACE -OVERHEAD DOOR 1/4" = 1'-0"4 ELEVATOR PIT KEYNOTES PER SHEET # 30 STEEL CONCRETE FILLED BOLLARDS (4) TYP. AT OVERHEAD DOORS U.N.O 42 HYDRAULIC PASSENGER ELEVATOR 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 63 RACKING PROVIDED BY YOUTH HOCKEY 90 STADIA SEATING BY PRECAST <8" CMU 02> 8" CMU 1 HOUR RATED W/HORIZONTAL REINFORCING @ 1'-4" O.C. VERTICALLY <FLOOR 01> REINFORCED CONCRETE SLAB-ON-GRADE FLOOR, MINIMUM 6" COMPACTED GRANULAR FILL <INSUL 03> 1/2" EXPANSION FELT 1/4" = 1'-0"2 MAIN RINK STAIR SECTION -NE 1 11-17-23 Addendum #1 1/4" = 1'-0"7 MULTIPURPOSE AREA EGRESS STAIR FIRST FLOOR PLAN -NE HC HC HC HC DN DN HC HC HC DN FIRST FLOOR 100' -0" PL.8 2' - 10 1/2"2' - 0"1' - 0"FIRST FLOOR 100' -0" T.O. LOW WALL 116' -6" MEZZANINE FLOOR LEVEL 112' -6" EMBED BALUSTER INTO CONCRETE RAMP L.8 2' - 0"3' - 0"2' - 2"FIRST FLOOR 100' -0" DASHER BOARDS BEYOND TRIM SPACE BETWEEN RAMP AND DASHER BOARD SO THERE IS NO GAP TYP. EMBED BALUSTER INTO CONCRETE RAMP EXTEND 1' -0" PAST RAIL L.4 2' - 0"1 SK1.4 FIRST FLOOR 100' -0" RAMP AND SUPPORTS BY BLEACHER MANUFACTURER 10"3' - 0"2' - 10"29' - 10" F F.3 5' - 0"24' - 0 1/4"5' - 0"5' - 0" 10' - 0"1" / 1'-0"[No Slope]1" / 1'-0" DN 2 A8.5 10" 12' - 0" 5' - 0 3/4" 6' - 11 1/4" M8 5 1" / 1'-0" 24' - 0"R 27' -11 3/4"1' - 0" 15' - 11 5/8" 9' - 7 7/8" 1' - 0" 4 A8.5 1' - 0 " 28' - 10" 1' - 0" WALL MOUNTED HANDRAIL WITH NO BALUSTERS L.4 25' - 1 3/4" M8 M8 P 3 7 A8.5 5 A8.5 1" / 1'-0"1" / 1'-0" 1' - 0" 24' - 0" 1' - 0" 8' - 0" 1' - 0" 17' - 9" 6' - 3"1' - 0"7' - 2"A135.1 W20 BL2 1' - 0" 5' - 2" 1' - 0" 20' - 6 7/8"R 27' -11 3/4"WALL MOUNTED HANDRAIL WITH NO VERTICAL BALUSTER L.8 1' - 0" 17' - 7 1/2" 7' - 4 1/2" 4' - 6" 6' - 5" M12 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 AND SECTIONS -RAMPS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.5 10/13/2023 220025.00 C2023-15 1 11-17-23 Addendum #1 1/4" = 1'-0"7 SE QUAD RAMP SECTION -EAST 1/4" = 1'-0"5 SE QUAD RAMP SECTION -WEST 1/4" = 1'-0"4 SW QUAD RAMP SECTION -EAST 1/4" = 1'-0"2 FIRST FLOOR PLAN -NW QUAD -RAMP SECTION 1/4" = 1'-0"3 FIRST FLOOR PLAN -NW QUAD -RAMP 1/4" = 1'-0"1 FIRST FLOOR PLAN - SW QUAD -RAMP 1/4" = 1'-0"6 FIRST FLOOR PLAN - SE QUAD -RAMP GENERAL RAMP NOTES 1. SLOPE OF RAMPS TO BE AN ACCORDANCE WITH IBC SECTION 1012 2. HANDRAILS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS ON BOTH SIDES. 3.HANDRAILS ALONG RINK DASHER COARDS SHALL MATCH THE CURVATURE OF THE RINK AS BUILT. REVIEW ALL WALL TAGS ON THIS SHEET, MANY WALLS WERE PREVIOUSLY INCORRECTLY TAGGED AS FIRE RATED WALLS F 1 2 3 F.3 G A167.2 A167.1 GENERAL BUILDING STORAGE 2606 SF F.6 TWO SETS OF TIRES STACKED 6 HIGH PROVIDED BY YOUTH HOCKEY 2479 SF GENERAL BUILDING STORAGE 167 503 SF WOMEN'S 165 468 SF MEN'S 166 68 SF FAMILY TLT 162 224 SF HOCKEY STORAGE 17384 SF TEMP STORAGE 174 98 SF F.S. STORAGE 175 98 SF IT/GEN STORAGE 176 7 5/8"8' - 5 3/4"7 5/8"8' - 6"10"7' - 4 3/8"7 5/8"10" 11' - 6 5/8" 7 5/8" 11 5/8" 11' - 5" 7 5/8" 30' - 4 3/8" 7 5/8"10"19' - 7 7/8"11 5/8"27' - 2"68 69 72 73 71 66 6766 2 A5.7 2 A5.5 8' - 10" 11' - 10 1/2" 2' - 4 1/4" 13' - 4 7/8" 12' - 1 7/8"6' - 8 1/8" 37' - 4 1/8" 51' - 7 3/8" 1 3 5 .0 0 ° 1 3 5 .0 0 °9' - 1 3/8" 9' - 1 5/8" 8' - 2 3/8" 28' - 3 1/4" 12' - 1 7/8"1 3 5 .0 0 ° BOLLARDS 2 A6.5 3 A6.5 5 A6.5 4 A6.5 54 SF AV CLOSET 167 (B) MALL CONNECTION 164 36' - 5 5/8"5' - 0"8' - 2 7/8"1' - 5"12' - 4 1/8"71' - 1 3/4" 15' - 4 3/8"5' - 9 3/8"7 5/8"13' - 2 7/8"M8 M12 M8 M8 M8 M8 M8 M12 M6 M6 M6 M6 M6 M8 M8 M8 M8 M8 M8 A176.1 A173.1 A174.1 A164.4 A175.1 A167.3 A155.9 A162.1 A159.10 H J K 3 1443 SF RESURFACER/ SHOP TOOLS/LAUNDRY 170 4 INTERMEDIATE SIZE NETS BY OWNER 66 6' - 11 1/4" 6' - 1 3/8" 9' - 1 1/4" 6' - 1 3/8" 1 1/4" 1 3 5 .0 0 °135.00°135.00°135.00°18' - 4" 8' - 10"13' - 0 3/8" 6' - 2" 7' - 11 5/8" A171.1 A172a A171.2 77 SF VESTIBULE 171 18 SF CLOSET 172(A) 154 SF STORAGE 135(A) OPEN PIT SLOPE TOWARDS DRAIN 2" RECESS PITCH FOR DRAIN 2' - 0"2' - 0"SLOPE TOWARDS DRAIN7' - 2" 21' - 3"28' - 0"6' - 7 1/2" 7 5/8" 3' - 2 1/4" 1M8 M8 M8 M8 A171.3 A168.1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/4" = 1'-0" ENLARGED FLOOR PLANS -YOUTH HOCKEY & STORAGE ROOMS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.6 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"2 ENLARGED YOUTH HOCKEY EXTENDED STORAGE 1/4" = 1'-0"1 ENLARGED YOUTH HOCKEY NET STORAGE -MAIN ARENA KEYNOTES PER SHEET # 66 4 REGULATION NETS 67 TEMP BOARDS PROVIDED BY YOUTH HOCKEY - 192 LINEAR FEET 68 TURF CARTS - 14 TOTAL 15' X 48" ROLLS 69 PLEXI GLASS CARTS - 6 TOTAL 8' X 5' CARTS 71 DASHER BOARDS 10 TOTAL 8'X8' DASHER CARTS 72 HIGH DENSITY POLYPROPYLENE STACKING CHAIR - 320 CHAIRS REQ: 40 PER DOLLY 73 60" ROUND FOLDING TABLE - DINING: 40 TABLES 1 11-17-23 Addendum #1 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 J K 1 A8.7 29' - 4 1/4" 7 3/4" 7 3/4"20' - 7 1/2" 2' - 3" 6" 2' - 9"29' - 4 3/8"0"2' - 0" DEEP BY 5' - 0" HIGH RACKING A137.1 65 2 A8.4 671 SF Y.H. STORAGE 137 M8 M8 M8 M8 1175 SF LOADING/RECEIVING/STORAGE 160 27' - 2"10"43' - 10 1/4" 72 74 75 78 81 77 78 101 102 100 7 5/8" 1' - 0 1/2" 11 5/8" J K 21' - 3"23' - 3 1/2"11"11' - 7"11"4' - 4"1' - 9"1' - 9"1' - 9"2' - 0"5' - 2"3' - 5"22' - 10 3/8"7 5/8"6' - 4" PLEXI ON ICE RINK WALL STRUCTURAL FRAMING GIRDER - 96LH PV ARRAY RACKING BY YOUTH HOCKEY FOAM DIVIDERS BY YOUTH HOCKEY 1 A6.512' - 5 7/8"Y.H. STORAGE 137 PASSAGE 144 MEZZANINE 201 MERCYHEALTH ARENA NORTH SEATING 136 (A)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 SECTION AND PLANS -YOUTH HOCKEY ROOMS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A8.7 10/13/2023 220025.00 C2023-15 KEYNOTES PER SHEET # 65 4 INTERMEDIATE NETS 72 HIGH DENSITY POLYPROPYLENE STACKING CHAIR - 320 CHAIRS REQ: 40 PER DOLLY 74 RECTANGULAR FOLDING TABLE - ANCILLARY SHADE - 96" X 24" 75 VOLLEYBALL EQUIPMENT 77 RECTANGULAR FOLDING TABLE - 1 PER BOOTH - 96" X 24" 78 STORAGE TRANSPORTATION CARTS 81 SKATE ASSIST STORAGE 100 20' X 48" OVERALL MOVEABLE PLATFORM STORAGE 101 MOVEABLE PLATFORM STEPS STORAGE (3 TOTAL) 102 MOVEABLE PLATFORM RAMP STORAGE (3 TOTAL) 1/4" = 1'-0"2 ENLARGED YOUTH HOCKEY ROOMS -FLOOR PLAN #1 1/4" = 1'-0"3 ENLARGED YOUTH HOCKEY NET STORAGE -FLOOR PLAN SHIPPING/RECIEVING 1/4" = 1'-0"1 MEZZANINE / Y.H STORAGE / SEATING -SECTION 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT 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 38 T12 T20 T05T07T0820 T01 T09 T06 T10 T11 T05 T12 T23 T08 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 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 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 T24 T11 T22 T04 T18 T06 T05T12 T01 T09 T10 T11 T23 86 T22T24 T11 A7.5 5 103a T01 T09 T06 T10 T11 T05 T12 T23 T24 T11 6' - 11"86 T12 T05 T01 T09 T06 T10 T11 T23 86 6' - 11"T22 T24 T11 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 T11 T10 T09 T06 T01 T02 T06T06T06 T02 T12 T08 T05 T05 T20 T20 T20 T01 T06 T09 T10 T11 T08 T11 T09 T10 T02 T12 T20 T08 T06 T05BEYOND T07 T12 T07T05 T20 T11 T09 T01 T20 T05T12 T10 T06 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 T24 GRAB BAR - WRAP AROUND SHOWER TRANSFER TYPE 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 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 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 SCHEDULED 2" 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 FR1 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 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 2"6' - 0"2"9' - 8"4"2"3' - 10 1/2"2"3' - 0"2"3' - 0"2"3' - 11"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 11"2"3' - 0"2"3' - 0"2"3' - 10 1/2"2" 4' - 0 1/2"2"6' - 2" 2" 3' - 11"2"12' - 8"2"3' - 11" 2" 6' - 2" 2" 4' - 0 1/2" GL-1 GL-1 GL-1 GL-1 GL-3 41' - 11"16' - 4"GL-1 GL-1 GL-1 GL-1GL-1GL-1GL-1GL-1 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 4"9' - 8"2"6' - 0"2" 2' - 8" 2" 3' - 0" 2" 3' - 0" 2" 3' - 0" 2" 2' - 8" 2" GL-3 GL-3 GL-3 GL-3 GL-3 GL-1 3' - 0" 2" 3' - 0" 2" 3' - 0" 15' - 4"16' - 4"2"GL-1GL-1 GL-1 GL-1 4"9' - 6"2"2"1' - 1"2"3' - 0"2"3' - 0"4"3' - 0"2"3' - 0"2"1' - 1"2" GL-1 10' - 0"GL-1GL-1 GL-1 GL-1 GL-1 15' - 6" 16' - 0" 2" 3' - 10" 4' - 0" 4' - 0" 3' - 10" 2" GL-9 GL-9 GL-9 GL-92"8' - 2"2"1' - 8"10' - 2"2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"1' - 8"GL-3 2" 3' - 8" 2" 4' - 0"16' - 4"GL-3 2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"1' - 8"2"3' - 10" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 10"2" GL-7 GL-7 GL-8 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7GL-8 52' - 0"16' - 4"2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"32' - 4" GL-7 GL-7 GL-7 GL-8 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-8 GL-7 GL-7 GL-7 GL-7 2" 3' - 10 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 4' - 0 1/2" 3' - 10 1/2" 2"1' - 8"16' - 4"2"5' - 8 1/2"2"1 1/2"2"8' - 2"2"1' - 8"GL-7 GL-7 GL-7 GL-7 GL-7 GL-8 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-7 GL-8 GL-8 GL-8 16' - 4"1 1/4" 3' - 8 1/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 9 3/8" 3' - 6 7/8" 2" 33' - 11 1/2" BUTT GLAZED CORNER MULLION 8' - 6"1' - 8"2"8' - 2"2"14' - 8" 2" 3' - 6" 3' - 8" 3' - 8" 3' - 6" 2" GL-7 GL-7 GL-7 GL-7 1' - 8"8' - 6"2"8' - 2"2"12' - 0" 2" 3' - 10" 4' - 0" 3' - 10" 2" GL-7 GL-7 GL-7 2"5' - 6 1/2"2"1 1/2"2"2' - 2"8' - 0"2" 3' - 0" 2" 4' - 3 5/8" 4' - 4 5/8" 4' - 7 1/4" 16' - 7 3/8" GL-7 GL-7 GL-7GL-3 GL-1 GL-7 GL-7 8' - 4"2"1' - 8"BUTT GLAZED CORNER MULLION GL-3 GL-1 7' - 4"6' - 7"2"5' - 7"2"5' - 7"2"6' - 7"2"2"3' - 0" 2" 3' - 0" 2"25' - 0"6' - 6" GL-3 GL-2 GL-2 GL-3 GL-3 GL-3 GL-3 GL-3 A.F.F3' - 10"2"3' - 2"2"3' - 6"6' - 0" 2"5' - 8"2" GL-32"8' - 6"4"4 1/2" 3' - 6 1/2" 2" 3' - 6 1/2" 2" 3' - 0" 4 1/2" 11' - 2" GL-1 9' - 0"GL-1 COORDINATE WITH STRUCTURAL BEAMS AND WOOD LOOK METAL WALL PANEL 2"9' - 8"2"10' - 0"GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 2"3' - 0"2"3' - 0"2"3' - 0"2"2' - 10"2" 12' - 8"12' - 8" WALL 10"2"5' - 8"2"2" 11' - 8" 2" 12' - 0" GL-1 AFF3' - 0"6' - 0"2' - 8"2"4"5' - 6"4"5' - 6"4" 12' - 0" GL-3 GL-3 6' - 0"6' - 0" GL-1 GL-1 GL-1 GL-1 2' - 6"3' - 0"3' - 0"2' - 6"2"2' - 6"2"6' - 10"4"10' - 0"2" 11" 2" 3' - 0" 2" 3' - 0" 2" GL-3GL-3 GL-3GL-3 GL-1 GL-1 GL-1 GL-1 11" 5" 8' - 11"2"8' - 6"4"2' - 0"9' - 0"2" 1' - 8" 2" GL-1AFF3' - 10"2"3' - 2"2"3' - 6"6' - 0" 2" 5' - 8" 2" GL-3 GL-1 7' - 4"2"4' - 0 1/2"1 1/2"A.F.F3' - 0"GL-1 1 1/2"2' - 9 3/4"1 1/2"2' - 9 3/4"1 1/2" 6' - 0" GL-1 4' - 4"AFF3' - 0"2"4' - 0"2"2"3' - 8"2"4' - 0" 2"3' - 10 1/2"2"3' - 0"2"3' - 0"2"3' - 11"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 0 1/2"2"3' - 11"2"3' - 0"2"3' - 0"2"3' - 10 1/2"2" 3' - 10 1/2"2"6' - 2"2"3' - 11"2"12' - 8"2"3' - 11"2"6' - 2"2"4' - 0 1/2"3' - 6"2"1' - 6"1' - 0"2"9' - 8"4"GL-1 GL-3 34 SEE WALL SECTION FOR CANOPY AND WALL TYPE INFORMATION 41' - 11" GL-1 GL-1 GL-1GL-1 GL-1 GL-1 GL-1 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-1GL-1GL-1GL-1 34 GL-1 GL-3GL-3GL-3GL-3GL-3 2" 2' - 8" 3' - 2" 2" 3' - 0" 2" 3' - 0" 2" 2' - 8" 2" 15' - 4"4"9' - 8"2"1' - 10"2"4' - 0"2"16' - 4"GL-1GL-1 GL-1 GL-1 Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/4" = 1'-0" WINDOW TYPES WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A10.3 10/13/2023 220025.00 C2023-15 1/4" = 1'-0"23 STOREFRONT -TYPE W2 1/4" = 1'-0"25 STOREFRONT -TYPE W3A 1/4" = 1'-0"7 INTERIOR STOREFRONT -TYPE W14 1/4" = 1'-0"11 STOREFRONT -TYPE W13 1/4" = 1'-0"21 STOREFRONT -TYPE W8 1/4" = 1'-0"18 STOREFRONT -TYPE W5 1/4" = 1'-0"20 STOREFRONT -TYPE W7 1/4" = 1'-0"19 STOREFRONT -TYPE W6 1/4" = 1'-0"12 STOREFRONT -TYPE W10 1/4" = 1'-0"13 STOREFRONT -TYPE W11 1/4" = 1'-0"17 STOREFRONT -TYPE W4 1/4" = 1'-0"16 CURTAIN WALL -TYPE W17 1/4" = 1'-0"2 BORROWED LIGHT -TYPE BL2 1/4" = 1'-0"10 INTERIOR STORFRONT -TYPE W16 1/4" = 1'-0"9 INTERIOR STOREFRONT -TYPE W12 1/4" = 1'-0"5 MEZZANINE BORROWED LIGHT -TYPE BL5 1/4" = 1'-0"14 STOREFRONT -TYPE W19 1/4" = 1'-0"8 INTERIOR STOREFRONT -TYPE W18 1/4" = 1'-0"1 BORROWED LIGHT -TYPE BL1 1/4" = 1'-0"15 EXTERIOR WINDOW -TYPE W20 WINDOW TYPES GENERAL NOTES: 1. ALL ALUMINUM STOREFRONT TO BE THERMALLY BROKEN INSULATED GLAZING SYSTEM 2. ALL GLASS AND FRAMES IN RATED WALLS SHOULD BE RATED TO MATCH THE WALL 3. GLAZING IN ALL FIXED AND OPERABLE DOORS (SWINGING OR SLIDING DOORS) TO BE SAFETY GLAZING (TEMPERED OR HEAT -STRENGTHENED) BORROWED LITE TYPES THE TERM "BORROWED LITE" SHALL REFER TO ANY INTERIOR WALL OPENING IN WHICH WOOD, ALUMINUM OR HOLLOW METAL IS USED TO FRAME ANY TYPE OF GLASS OR MIRROR. BORROWED LITES SHALL NOT INCLUDE MIRRORS IN RESTROOMS. GENERAL NOTES: 1. ALL HOLLOW METAL FRAMES SHALL BE PRIMED AND PAINTED U.N.O. SEE ROOM FINISH SCHEDULE 2. ALL GLASS AND FRAMES IN RATED WALLS SHOULD BE RATED TO MATCH THE WALL 3. PROVIDE TEMPERED GLASS AT ALL CODE REQUIRED LOCATIONS 1 11-17-23 Addendum #1 GLASS TYPE GLAZING STYLES GL-1 SAFETY GLAZING TEMPERED FLOAT GLASS GL-2 SPANDREL TO MATCH JANESVILLE GREEN GL-3 1" INSULATED CLEAR TEMPERED WINDOW UNIT GL-7 FRONT GLAZED STRUCTURAL SILICONE GLAZING STOREFRONT SYSTEM GL-8 FRONT GLAZED STRUCTURAL SILICONE GLAZING STOREFRONT SYSTEM - TINTED TO MATCH JANESVILLE GREEN GL-9 FRONT GLAZED FSTRUCTURAL SILICONE GLAZING SYSTEM) - FROSTED GLAZING, SEE SPECIFICATIONS 1/4" = 1'-0"3 BORROWED LIGHT -TYPE BL3 1/4" = 1'-0"4 BORROWED LIGHT -TYPE BL4 1/4" = 1'-0"22 STOREFRONT -TYPE W1 1/4" = 1'-0"24 STOREFRONT -TYPE W3 KEYNOTES PER SHEET # 34 CANOPY HC HC HC HC HC HC HC HC HC HC DN DN HC HC HC HC HC HC UP DN UP UP DN G CHCHCH CHCHCH C HC HC HCHCHCHCSMATCHLINE 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 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 1 1 DN HC HC HC UP DN P Q 1 2 3 MATCHLINE AAMATCHLINE BBMATCHLINE BBMATCHLINE AA 18' - 10"7' - 9 5/8"30' - 0"18' - 0"12' - 4 3/8"22' - 10"6' - 4"8' - 10 3/8"9' - 0"5' - 6"6' - 4" 18' - 10" 1" / 1'-0"1" / 1'-0" A9.2 3 Sim 33' - 1 5/8" 37' - 11 7/8"7 5/8"9' - 5 3/4" 24' - 10" 7' - 2" 7' - 4" 7 5/8" 10' - 10 3/8" ADD ALT TEAM ROOM (A) 181 ADD ALT TEAM ROOM (B) 182 COACHES OFFICE 180 2M8 2M8 56 56 A180.1 A181.1 DEMO 7' -4" wall opening 81' - 2 3/4" 32' - 0" 28' - 0" 20' - 3 1/2"3' - 0"7 5/8"5' - 7 3/4"120' - 8 3/8" 28' - 0" 20' - 3 1/2" 56 35A 35A 31 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 -ADD ALT 3 -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.8a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 First Floor Plan -SE Quad -Add Alt 3 KEYNOTES PER SHEET # 31 LOCKER ROOM FLOOR MOUNTED PEDESTAL BENCHES BY OTHERS 35A WALL MOUNTED TV SCREEN BY OTHERS 56 MODULAR LOCKERS WITH INTEGRAL (WITH ABILITY TO BE LOCKED) STORAGE SEAT AS PART OF FF&E PACKAGE. SEE SPECIFICATION 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT DN HC HC HC UP UP P Q 5 8 7 MATCHLINE AA MATCHLINE BBMATCHLINE AA MATCHLINE BB35' - 5 3/4" 10" 12' - 4" 16' - 0" 12' - 0" 20' - 4"2' - 3"8' - 0"5' - 7"8' - 5 1/2"5' - 3 1/2"20' - 6"6' - 11 5/8" 20' - 7 3/8" 103' - 3 5/8" 20' - 8 3/8" 1" / 1'-0" A9.2 2 Sim A7.1 27 13' - 0" 30' - 4" 8' - 2"1' - 11 1/4"13' - 2" 39' - 2" A151.1 A184.1 A183.1 A182.1 3' - 4" 4' - 0" 10' - 8" 3' - 4" 4' - 0" 10' - 8" 2M8 2M8 2M8 2M8 2M8 2M8 35A 56 56 56 56 COACHES OFFICE 185 ADD ALT TEAM ROOM (C) 184 COACHES OFFICE 183 ADD ALT TEAM ROOM (B) 182 31 35A 35A A185.1 87 DEMO OR PROVIDE 7' -4" WALL OPENING 15' - 10"18' - 10" 7' - 0" 2' - 10" 8' - 2"6' - 2"7 5/8"6' - 2 3/8"35A 53 6' - 10"6' - 4"31 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 -ADD ALT 3 -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.8b 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 First Floor Plan -SW Quad -Add Alt 2 Copy 1 KEYNOTES PER SHEET # 31 LOCKER ROOM FLOOR MOUNTED PEDESTAL BENCHES BY OTHERS 35A WALL MOUNTED TV SCREEN BY OTHERS 53 CONCRETE STOOP 6'-10" X 4'-0", SLOPE 1/4" PER FOOT 56 MODULAR LOCKERS WITH INTEGRAL (WITH ABILITY TO BE LOCKED) STORAGE SEAT AS PART OF FF&E PACKAGE. SEE SPECIFICATION 87 WALL BUTT JOINT TYP. 1 11-17-23 Addendum #1 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT HCHCHCHCHCHCHCHCHCHCDNDNHCHCHCHCHCHCHCHCHCHCHCHCDNWARMING ROOM159RESURFACER/SHOPTOOLS/LAUNDRY170REFRIGERATION172MAIN COACH133TEAM ROOM 5126TEAM ROOM 4127WET TEAM ROOM4123Y.H. STORAGE137WET TEAM ROOM#2140YH COACH143UNISEX TLT141J.C.142TEAM ROOM 2148TEAM ROOM 3149TEAM ROOM 1147ELEV152STORAGE158TEMP STORAGE174GEN STORAGE153OFFICE111FIRST AID105LOADING/RECEIVING/STORAGE160MULTI-USECONVENTIONSPACE156FOOD PREP115 (A)J.C.114CHECK-IN/RENTAL107ADMIN112GENERALBUILDINGSTORAGE167F.S. STORAGE175LOBBY / LINK155ELEC134WET TEAM ROOM3125WET TEAM RR124IT150LAUNDRY131MAIN TEAM ROOM132HOCKEYSTORAGE173WET TEAM ROOM#1138WET TEAM RR139REFEREE145REFEREE RR146MERCYHEALTHARENA136MEN'S121MEETING ROOM(A)102MEETING ROOM(B)103STOR104VESTIBULE100MAIN LOBBY101ICE ARENA LOBBY117ICE RINKCIRCULATION135PASSAGE130PASSAGE144ICE RINKCIRCULATION151MULTI-PURPOSEAREA154UNISEX TLT128TRAINING129TDTDTDSKATE RENTAL108BREAKROOM109OFFICE110BEER SALES116MECHANICAL168METER/RISER179FD-1FD-2FD-2HR-1FD-2FD-2FD-2WMB-1F.P.METERWC-2WC-1(4)SH-1(3)L-1UR-2FD-1FD-1HWH-2FD-1DF-1LT-1WC-2L-1L-1UR-2WC-2SH-2SH-1SH-1(12)WC-1UR-2(5)UR-1(2)WC-2L-1MB-1HWH-1FD-1FD-1FD-1FD-1S-3WC-2(3)WC-1(3)L-1FD-1S-1S-1S-2DF-1SH-1SH-1SH-2L-1UR-2WC-2FD-1FD-1HWH-3MB-1DF-1WC-2L-1WC-2SH-3L-1FD-1HWH-4(2)WMB-1SP-16" RD-1(418 GPM)6" RD-1(413 GPM)6" RD-1(414 GPM)6" RD-1(551 GPM)3" RD-1(64 GPM)3" RD-1(38 GPM)3" RD-1(71 GPM)4" RD-1(126 GPM)4" RD-1(93 GPM)4" RD-1(94 GPM)4" RD-1(81 GPM)4" RD-1(140 GPM)4" RD-1(144 GPM)4" RD-1(54 GPM)3" RD-1(53 GPM)3" RD-1(16 GPM)3" @ 1/8"4" @ 1/16"4" @ 1/4"4" @ 1/8"3" @ 1/16"4" @ 1/16"4" @ 1/8"3" @ 1/8"3" @ 1/4"8" @ 1/8"6" @ 1/4"6" @ 1/4"6" @ 1/4"4" RD-1(78 GPM)3" RD-1(77 GPM)ABEFGHJKLMPQCDN12345687F.3F.9G.8L.6M.3M.45.87.29F.4F.6COACHES OFFICE180ADD ALT TEAMROOM (A)181ADD ALT TEAMROOM (B)182COACHES OFFICE183ADD ALT TEAMROOM (B)184COACHES OFFICE1853" (8.5 GPM)3" @ 1/16"(9 GPM)3" @ 1/16"(53 GPM)CRWCRWCRWTMVEEWS-1EEWS-13" @ 1/16"FD-1(4)L-1(9)WC-1(2)WC-2(2)UR-2(3)UR-1(2)WC-2WC-1(7)L-1FD-1FD-1GTSH-22" VTRALTERNATE BIDALTERNATE BID4" RD-1(77 GPM)4" @ 1/16"(77 GPM)w/ ALT.2P0.26P0.1TMV-3(2) 4" HWH VENTS. TERMINATE THRU WALL LESS ALT.4" VTR2" VTR3" RD-1(53 GPM)3" VTR2" VTR2" VTR3" VTRH&CHR-3TDCW THRU THERMO TANKS FOR PREHEATFS-2FD-24" RD-1(77 GPM)SH-1SH-2WC-2WC-1L-1FD-1STORAGE135(A)WOMEN'S165MEN'S166CONCESSIONS115 (B)LOCKER ALCOVE101 (A)COPY AREA112 (A)MULTIPURPOSEAREACIRCULATION154 (B)AV CLOSET167 (B)IT/GEN STORAGE176ELECTRIC157AV CLOSET157 (A)ELECTRICAL169ELECTRICAL113DRY STORAGE115 (C)HD-1FD-2HD-1HWH-1HEAT TRACE RD PIPINGHEAT TRACE RD PIPINGALTERNATE #1:DEDUCT (2) 3" RD'S AND STORM PIPING, SWV PIPING TO S-2, (2) S-1's & DF-1. INSTALL 4" RD, 6" RD, AND STORM PIPING. INSTALL S-2, (2)S-1's & DF-1 IN ALT LOCATION.TMV-1TMV-2FD-1FD-1SH-1SH-2SH-1SH-1FD-1SH-1SH-1SH-2SH-1L-1L-1UR-1WC-2WC-2WC-1UR-1L-1L-1DF-1FS-1FS-1PROVIDE EXTERIOR GT VACUUM PIPE PER MANUFACTURER REQUIREMENTS. MINIMUM 24" ABOVE FINISH GRADE.INSTALL DEDUCT WATER METER TO PIPING FOR MECH ROOM & FINISHING EQUIP. ROOM. WATER PIPE MATERIAL AFTER METER TO BE PER 22 67 00.FD-2FD-22" VTRRISE UNDER STAIRSHD-1WC-1HD-18" @ 1/8"(670 GPM)3"3" RD-2FD-1FS-1HD-13" UP(2) 4" HWH VENT -UP4"4"2"2"2" VTR4" RD-1(66 GPM)2" VTR6" RD-1(245 GPM)6" @ 1/8"S-1S-1S-2DF-11 1/2"1 1/2"2"3" RD-22" VTRVESTIBULE171HR-1HR-23" WCO3" WCO, 3" W-DN, 2" V-UPFD-1HD-1FCOFCOFCOHD (CLW)3" (8.5 GPM)PROVIDE EXTERIOR GT VACUUM PIPE PER MANUFACTURER REQUIREMENTS. MINIMUM 24" ABOVE FINISH GRADE. SEE ARCH DWGS FOR PIPE SPACE.WH-1WH-1WH-1WH-1WOMENS106BMENS106AFAMILY RR106FAMILY TLT162J.C.163L-1WC-2FD-1HD-1MB-13" WCO,3" DN,1 1/2" V-UPWC-2L-1FD-1L-1WC-2FD-1WC-2UR-2(2)L-1FD-16" ST-DN3" VTRL-1DF-1WC-2(4)L-13" FD-13" FD-1(12)WC-13" FD-1(3)WC-12" VTR1 1/2" CLVWS-1BP-1HD-1TMV-2MENS1192"3"2"3"3"4" WCO4" WCO3" WCO4" WCO2"3"2"1 1/2"1 1/2"1 1/2"3" CONDUCTOR TO BE IN WALL FRAME. SEE ARCH DWGS FOR CONDUCTOR PIPE SPACE.3" CONDUCTOR TO BE IN WALL FRAME. SEE ARCH DWGS FOR CONDUCTOR PIPE SPACE.4" @ 1/4"FD-1GT4" @ 1/16"(77 GPM)w/ ALT.2" VENT, LESS ALT.RISE UNDER STAIRSRISE UNDER STAIRSRISE UNDER STAIRS8" @ 1/8"(675 GPM)BP EXP. TANKFD-24"3"CRW3"RISE UNDER STAIRS2 1/2"2"2 1/2"2"2"1"1 1/4"1 1/4"2 1/2"(2)WC-2(2)L-1(7)L-1(2)WC-23" FD-11 1/2"3"HB-4HB-4HB-1HB-4HB-4HB-41DSN-14" @ 1/16"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:SENENWSWBUILDING DIAGRAMNOT TO SCALE1/16" = 1'-0"FIRST FLOOR PLUMBINGPLAN -OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545P1.110/04/2023220025.00C2023-151/16" = 1'-0"1FIRST FLOOR PLUMBING PLAN -OVERALL1 11/17/2023 Addendum #1 DNHCHCHCHCHCHCDF-1LT-1WC-2L-1FD-1L-1UR-2WC-2SH-1SH-2SH-1FD-1(12)WC-1WC-2UR-2(5)UR-1(3)WC-1(4)L-1(7)L-1HWH-3FD-1MB-1DF-1L-1WC-2SH-3FD-1MB-1FD-1HWH-1FD-1FD-1FD-14" RD-1(94 GPM)4" RD-1(78 GPM)3" RD-1(53 GPM)3" RD-1(77 GPM)4" @ 1/16"TEAM ROOM 5126TEAM ROOM 4127WET TEAM ROOM4123YH COACH143J.C.142TEAM ROOM 2148TEAM ROOM 3149TEAM ROOM 1147ELEV152FOOD PREP115 (A)J.C.114WET TEAM ROOM3125WET TEAM RR124IT150REFEREE145REFEREE RR146MERCYHEALTHARENA136MEN'S121ICE ARENA LOBBY117PASSAGE130ICE RINKCIRCULATION151UNISEX TLT128TRAINING129BEER SALES116HJKLMPQN5687L.6M.3M.45.87.29ADD ALT TEAMROOM (B)182COACHES OFFICE183ADD ALT TEAMROOM (B)184COACHES OFFICE1853" @ 1/16"(53 GPM)3" @ 1/16"(9 GPM)GTPASSAGE144SH-1L-1L-12"FD-1HD-12" VENT, LESS ALT.4" RD-1(77 GPM)4" @ 1/16"(77 GPM)w/ ALT.SH-1SH-2WC-2WC-1L-13" FCO3" VTR3"2"HEAT TRACE RD PIPING3" @ 1/4"3" VTR1 1/2"HD-12" VTR2"4"4"3" UP(2) 4" HWH VENT -UPFD-18" @ 1/8"(670 GPM)3" RD-2FS-11 1/2"TMV-1RISE UNDER STAIRS2"DRY STORAGE115 (C)FD-13"L-1ELECTRICAL1134" @ 1/8"L-1WC-2DF-13" FD-13" FD-1WC-2WC-2(12)WC-1WC-23" FD-1HD-11 1/2"MENS1193"3"2"3"3" WCO2"2"3"3" CONDUCTOR TO BE IN WALL FRAME. SEE ARCH DWGS FOR CONDUCTOR PIPE SPACE.3" FD-1WC-2WC-2(2)L-12"HB-4HB-4DSN-14" @ 1/16"OF-111Consultant: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:SENENWSWBUILDING DIAGRAMNOT TO SCALE1/8" = 1'-0"FIRST FLOOR PLUMBINGPLAN -SW QUADWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545BID SET DOCUMENTSP1.1d10/04/2023220025.00C2023-151/8" = 1'-0"1FIRST FLOOR PLUMBING PLAN -SW QUAD1 11/17/2023 Addendum #1 TYP4' - 0"41414141416" RD-1(418 GPM)6" RD-1(413 GPM)6" RD-1(414 GPM)6" RD-1(551 GPM)3" RD-1(64 GPM)3" RD-1(38 GPM)3" RD-1(71 GPM)4" RD-1(126 GPM)4" RD-1(93 GPM)4" RD-1(94 GPM)4" RD-1(78 GPM)3" RD-1(53 GPM)3" RD-1(77 GPM)6" RD-1(335 GPM)6" RD-1(340 GPM)4" RD-1(81 GPM)4" RD-1(140 GPM)4" RD-1(144 GPM)4" RD-1(54 GPM)3" RD-1(53 GPM)RH-1RH-13" RD-1(16 GPM)6" RD-1(335 GPM)6" RD-1(335 GPM)ABEFGHJKLMPQCDN12345687F.3F.9G.8L.6M.3M.45.87.293" RD-1(20 GPM)F.4F.6(2) 4" HWH VTR3" SAN VTRRD-2RD-2RD-2OF-1SET OF-1 @ 3" ABOVE RD-1 ROOF AREA INVERT.1Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:SENENWSWBUILDING DIAGRAMNOT TO SCALE1/16" = 1'-0"ROOF PLUMBING PLAN -OVERALLWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545P1.310/04/2023220025.00C2023-151/16" = 1'-0"1ROOF PLUMBING PLAN1 11/17/2023 Addendum #1 4" RD-1(66 GPM)4" (66 GPM)FCO6" RD-1(245 GPM)6" @ 1/8"6" @ 1/8"(245 GPM)4" RD-1(77 GPM)4" RD-1(77 GPM)4" @ 1/16"4" @ 1/16"4" @ 1/16"(78 GPM w/ALT)(753 GPM w/ALT)4" @ 1/16"(77 GPM w/ALT)14 @ 1/16"(1500 GPM w/ALT)(168 GPM w/ALT)(365 GPM w/ALT)(475 GPM w/ALT)(569 GPM w/ALT)14 @ 1/8"(2220 GPM w/ALT)18" @ 1/32"(2533 GPM w/ALT)3" RD-1(77 GPM)3" @ 1/4"(77 GPM)4" RD-1(78 GPM)3" RD-1(53 GPM)4" @ 1/16"3" @ 1/16"4" RD-1(94 GPM)4" @ 1/8"SP4" RD-1(93 GPM)3"3" @ 1/16"(17 GPM)4" RD-1(126 GPM)4" @ 1/8"3" RD-1(71 GPM)6" @ 1/16"(197 GPM)FCO3" RD-1(38 GPM)3" @ 1/8"3" RD-1(64 GPM)3" @ 1/4"3" @ 1/4"(64 GPM)4" @ 1/16"(102 GPM)6" @ 1/8"(299 GPM)YCO6" RD-1(551 GPM)6" RD-1(414 GPM)6" RD-1(413 GPM)6" RD-1(418 GPM)8" @ 1/8"6" @ 1/4"8" @ 1/4"(965 GPM)6" @ 1/4"6" @ 1/4"8" @ 1/4"(831 GPM)4" RD-1(54 GPM)4" @ 1/16"3" @ 1/8"3" RD-1(53 GPM)4" RD-1(144 GPM)4" @ 1/4"4" @ 1/8"(107 GPM)4" @ 1/4"(144 GPM)4" RD-1(140 GPM)4" @ 1/4"(140 GPM)4" @ 1/4"3" RD-1(20 GPM)3" @ 1/16"4" RD-1(81 GPM)4" @ 1/8"(101 GPM)4" @ 1/8"6" RD-1(340 GPM)6" RD-1(335 GPM)6" RD-1(335 GPM)6" RD-1(335 GPM)6" @ 1/8"6" @ 1/8"6" @ 1/8"6" @ 1/4"8" @ 1/8"(675 GPM)3" RD-1(16 GPM)3" @ 1/16"3" @ 1/16"(16 GPM)10" @ 1/16"(691 GPM)8" @ 1/8"(670 GPM)12" @ 1/16"(1361 GPM)HEATTRACEHEATTRACE6" @ 1/4"(409 GPM)8" @ 1/8"(503 GPM)4" @ 1/4"(140 GPM)3" @ 1/16"(9 GPM)12" @ 1/8"(2081 GPM)6" @ 1/16"(241 GPM)8" @ 1/16"(385 GPM)8" @ 1/16"(492 GPM)12" @ 1/16"(1323 GPM)18" @ 1/32"(2288 GPM)WCO (TYP.)HEATTRACE2" C.O.2"3" RD-23" RD-23" RD-24"SIOUX CHIEF 860 BACKWATERVALVE W/ EXT SLV TO GRADE1 1/2" CLV4"HDHEATTRACE3"3"3"2" CLVTR3" @ 1/4"SEE ARCHITECTURAL DRAWINGS FORWALL CONFIGURATION FOR 3"HORIZONTAL DRAIN PIPING LOCATIONSFOR RD-2 CANOPY ROOF DRAINS.SEE ARCHITECTURAL DRAWINGS FORWALL CONFIGURATION FOR 3"HORIZONTAL DRAIN PIPING LOCATIONSFOR RD-2 CANOPY ROOF DRAINS.COORDINATE SP LOCATIONAND FLOOR PITCH WITHELEVATOR EQUIPMENT,EQUIPMENT RAILS, ELEVATORPIT FLOOR, AND ACCESS FORREMOVAL & INSTALLATION.OF-1DSN4" @ 1/16"1Consultant:Project:Location:Sheet:Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale:Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:NTSSTORM PIPINGISOMETRICSWOODMAN'S SPORTS &CONVENTION CENTER2510 Milton AvenueJanesville, WI 53545BID SET DOCUMENTSP4.010/04/2023220025.00C2023-15NTS1STORM PIPING ISOMETRIC1 11/17/2023 Addendum #1 WP WEATHERPROOF HW HV AIR CONDITIONING CONTRACTOR HEAVYWALL HVAC GYP HOA GRC HP FLUOR GFI FIXT G.C. EXP ER EXR ENT EX F FLUORESCENT HEATING, VENTILATING, AND GROUND FAULT INTERRUPTING HAND-OFF-AUTO SELECTOR SWITCH GENERAL CONTRACTOR GALVANIZED RIGID CONDUIT GYPSUM BOARD HORSEPOWER ELECTRICAL NON-METALLIC TUBING EXISTING TO BE REMOVED EXISTING IN NEW LOCATION EXISTING TO REMAIN EXPOSED FIXTURE FURNISHED LTG LIGHTING MAIN LUGS ONLY MANUAL STARTER MAIN SWITCHBOARD MAGNETIC STARTER MECHANICAL CONTRACTOR MSB MTD MLO MAN MAG MC MOUNTED INSTALLED INTEGRAL TO UNIT LAY-IN GRID TRANSFORMER LOC IU KW LIG I LOCATION KILOWATT XFMR ABBREVIATIONS DNLT DISC ELEV EWC EMT E.C CLG CKT DN CS CAB CB CONC D C DISCONNECT SWITCH ELECTRICAL METALLIC TUBING DISCONNECT SWITCH ELECTRIC WATER COOLER ELECTRICAL CONTRACTOR DOWN LIGHT ELEVATION DOWN MOUNTED 6" ABOVE COUNTER CIRCUIT BREAKER COMBINATION STARTER/DISC. SWITCH CEILING CABINET CIRCUIT CONCRETE ARCH BKR BFG AR AFF AFG AF A/E B AMP FUSE ABOVE FINISHED FLOOR BELOW FINAL GRADE ABOVE FINAL GRADE AS REQUIRED ARCHITECT BREAKER JUNCTION BOX ARCHITECT/ENGINEER PNL PANEL TEMPERATURE CONTROL CONTRACTOR TIME CLOCK UNIT MANUFACTURER W VER TCC TC TYP TYPICAL WIRED VERIFY UM SWITCH STATION SUSPENDED PUSH-BUTTON RECEPTACLE SW R SS SUSP REC SURF PB SWITCH SURFACE RECESSED PLUMBING CONTRACTOR ON CENTER PHOTOCELL ON UNITOU OC PEND PENDANT PLBG PC P POLE O OTHERS NEAR UNIT NOT IN CONTRACT NU NIC OVER RIDE SWITCHORS CONTROL PANELCP AMP SWITCHAS AVAILABLE FAULT CURRENTAFC VARIABLE FREQUENCY DRIVEVFD CANDELAcd MAIN CIRCUIT BREAKERMCB COMB COMBINATION STARTER W/DISCONNECT SWITCH 1. CIRCUITS INDICATED ARE INTENDED TO DENOTE WHICH DEVICES/FIXTURES ARE TO BE WIRED TO A COMMON CIRCUIT BREAKER, AND NOT ITS POSITION IN THE PANEL. REBALANCE LOADS BETWEEN PHASES (MAX. 7.5%) UPON COMPLETION OF WIRING. 2. BRANCH CIRCUITS FOR RECEPTACLES MOUNTED ON ROOF TOP EQUIPMENT MAY BE ROUTED UP THROUGH UNIT CURB OR UNIT ITSELF IF RECOMMENDED BY ROOF TOP EQUIPMENT MANUFACTURER. 3. NEW EXIT LIGHTS SHALL BE WIRED TO THE NEAREST AVAILABLE UNSWITCHED LIGHTING CIRCUIT SERVING THE AREA THAT EXIT LIGHT IS INSTALLED. 4. ELECTRICAL RACEWAYS SHALL BE CONCEALED IN CEILING CAVITY OR IN WALLS WHERE POSSIBLE, OTHERWISE RACEWAY SHALL BE EXPOSED WIREMOLD TYPE, 200, 500 OR 700 AS NECESSARY TO ACCOMMODATE WIRES. 5. ELECTRICAL RACEWAYS SHALL BE CONCEALED IN CEILING CAVITY OR IN WALLS. EXPOSED RACEWAYS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY INDICATED AND/OR APPROVED BY A/E. 6. EXACT LOCATION OF SPECIAL PURPOSE OUTLETS SHALL BE VERIFIED IN FIELD. VERIFY SPECIFIC WIRING REQUIREMENTS WITH VENDORS' DRAWINGS/INSTRUCTION, COORDINATING ELECTRICAL WORK WITH WORK OF VENDOR AND OTHER TRADES. 7. INCLUDE FISH WIRE IN ALL NON-POWER CONDUITS. 8. VERIFY EXACT LOCATION OF LIGHTING FIXTURES IN THE FIELD TO AVOID CONFLICT WITH MECHANICAL EQUIPMENT, DUCT WORK, AND PIPES. 9. PAINT ALL EXPOSED CONDUIT TO MATCH ADJACENT AREAS WHEN THE CONDUIT IS IN A FINISHED AREA. 10. FIRE AND/OR SMOKE RATINGS OF WALLS, FLOORS AND CEILINGS SHALL BE MAINTAINED. IF THE INTEGRITY IS SACRIFICED THEN THE BARRIER SHALL BE REPAIRED TO ITS ORIGINAL RATING. ALL PENETRATIONS SHALL BE PROPERLY SEALED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING AND AIMING ALL FIXTURES TO THE OPTIMUM DISTRIBUTION AND OWNER'S SATISFACTION. 12. COORDINATE CABLE TYPES AND INSTALLATIONS FOR WORK ABOVE CEILING WITH HVAC FOR PLENUM VS. NON-PLENUM RATING OF CEILING SPACE. INSTALLATION SHALL FOLLOW GUIDELINES FOR RATINGS OF CEILING CAVITY. 13. VERIFY LOCATION OF MARKER BOARDS, TACK BOARDS, ARTWORK, SIGNS AND ANY OTHER WALL MOUNTED ITEMS PRIOR TO ROUGH-IN OF FIRE ALARM DEVICES AND ANY OTHER WALL MOUNTED DEVICE. DO NOT ROUGH IN BEHIND BOARDS. 14. ALL SPEAKERS, LIGHTS FIXTURES, FIRE ALARM DEVICES, CLOCKS AND SIMILAR DEVICES IN GYM AREA SHALL HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE EQUIPMENT FROM DAMAGE. 15. WHEN THE KITCHEN HOOD FIRE SUPPRESSION SYSTEM IS ACTIVATED, ALL ELECTRICAL SOURCES SERVING COOKING APPLIANCES AND EQUIPMENT ASSOCIATED WITH THE HOODS SHALL BE AUTOMATICALLY DEACTIVATED VIA A SHUNT TRIP CIRCUIT BREAKER INTERCONNECTED TO THE HOOD FIRE SUPPRESSION SYSTEM SHUTDOWN CIRCUIT. THE HOOD EXHAUST FAN SHALL REMAIN IN OPERATION UNLESS NOTED OTHERWISE. 16. SEE MECHANICAL/ELECTRICAL SHEETS FOR ELECTRICAL INFORMATION OF HVAC EQUIPMENT INDICATED ON DRAWINGS. 17. JUNCTION BOXES INSTALLED IN EXTERIOR WALLS SHALL NOT PENETRATE THE VAPOR BARRIER. IF THE INTEGRITY IS SACRIFICED THEN THE BARRIER SHALL BE REPAIRED TO ORIGINAL RATING. 18. RECEPTACLE LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER TYPE. 19. PLASTIC TIE WRAPS SHALL NOT BE USED TO SUPPORT ANY RACEWAYS OR OPEN AIR WIRING. 20. FIRE ALARM DEVICES MAY BE SHOWN OFF CENTERED SO THAT ROOM NAMES AND NUMBERS ARE VISIBLE. CONTRACTOR SHALL CENTER THESE DEVICES IN THE ROOMS ACCORDINGLY. 21. E.C. SHALL REFER TO AND COORDINATE ALL REQUIRED A/V WORK WITH A/V CONSULTANT DRAWINGS, SPECIFICATIONS, AND SCOPE OF WORK LISTED ON SHEET AV0.2. EC SHALL ADHERE TO THE SUGGESTED SCOPE OF WORK DEMARCATION TABLE AS A REQUIREMENT AND NOT A SUGGESTION FOR BIDDING. EC SHALL COORDINATE WITH A/V INSTALLER PRIOR TO ROUGH-IN. GENERAL NEW CONSTRUCTION NOTES: ELECTRICAL DISTRIBUTION PANEL - NEW DUCT SMOKE DETECTOR. DOOR HOLD OPEN DEVICE. FIRE ALARM CONTROL PANEL (FACP). FIRE ALARM REMOTE ANNUNCIATOR. FIRE ALARM SYSTEM AUTOMATIC TRANSFER SWITCH CURRENT TRANSFORMER. AMPS, POLES. -MOUNTED 48" AFF. -MOUNTED 6" ABOVE COUNTER.LOCAL SWITCH, SINGLE POLE, WITH DUPLEX RECEPTACLE DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH - MOUNTED 48" AFF WALLBOX DIMMER - MOUNTED 48" AFF LOCAL SWITCH, SINGLE POLE, WITH DUPLEX RECEPTACLE CIRCUIT BREAKER AMPS, POLES. SMOKE DAMPER. TAMPER SWITCH. FLOW SWITCH. SMOKE DETECTOR. HEAT DETECTOR. LED POLE MOUNTED LIGHT FIXTURE - SIDE ARM LED CEILING SURFACE/PENDANT MOUNTED LIGHTING FIXTURE EXIT SIGN EMERGENCY LIGHT LED WALL MOUNTED FIXTURE LED TROFFER LIGHTING NEUTRAL AND PHASE WIRES. BRANCH CIRCUIT - SEPARATE CONTROL, INCLUDES GREEN GROUND WIRE, NEUTRAL AND PHASE WIRES. BRANCH CIRCUIT - COMMON CONTROL, INCLUDES GREEN GROUND WIRE, CIRCUIT DESIGNATIONS QUADRUPLEX RECEPTACLE - TWO DUPLEX RECEPTACLES UNDER A COMMON DUPLEX RECEPTACLE - TAMPER PROOF "CHILDSAFE" TYPE. DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE. SWITCH - FUSED SWITCH - NON FUSED. DISCONNECT SWITCH - FUSIBLE. DISCONNECT SWITCH. SPECIAL PURPOSE OUTLET - SEE SCHEDULE. DUPLEX RECEPTACLE - MOUNTED IN FLOOR. (FLUSH UNLESS OTHERWISE INDICATED) AMPS, POLES. COVERPLATE. DUPLEX RECEPTACLE - MOUNTED VERTICALLY DUPLEX RECEPTACLE - MOUNTED 18" AFF. POWER & DIAGRAMS 4" ABOVE BACKSPLASH. 6" ABOVE COUNTER OR HORIZONTALLY GROUND GENERATOR. METER. INDICATES SHEET NUMBER INDICATES SHEET NUMBER INDICATES NOTE NUMBER SEE NOTE MISCELLANEOUS SYMBOLS INDICATES DETAIL NUMBER SEE DETAIL LED POLE MOUNTED LIGHT FIXTURE - POST TOP NIGHT LIGHT MONITOR MODULE CONTROL MODULE DEMAND METER. HEAT DETECTOR ELEVATOR SHUT DOWN SMOKE DETECTOR ELEVATOR RECALL. MANUAL PULL STATION WITH AUDIO/VISUAL SIGNAL DEVICE MOUNTED ABOVE. MANUAL PULL STATION - MOUNTED AT 48" AFF. 75 CANDELA UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE OR 6" BELOW CEILING, WHICHEVER IS LOWER 75 CANDELA VISUAL SIGNAL DEVICE (STROBE) - MOUNTED AT 80" AFF COMBINATION FIRE/SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER MOTOR - SEE SCHEDULE. SEE MECHANICAL/ELECTRICAL SHEETS FOR ELECTRICAL INFORMATION OF HVAC EQUIPMENT INDICATED ON DRAWINGS. TRANSFORMER ENCLOSED CIRCUIT BREAKER ANY SYMBOLS UTILIZED ON THE FLOOR PLANS NOT OTHERWISE ON THE SYMBOLS LIST SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERS PRIOR TO BIDDING FOR CLARIFICATION. SYMBOLS LIST NOTE: SURGE PROTECTION DEVICE DUPLEX RECEPTACLE - WEATHER PROOF. GFI WEATHER RESISTANT WITH AUDIO/VISUAL SIGNAL DEVICE (SPEAKER/STROBE) CEILING MOUNTED. 75 CANDELA UNLESS NOTED OTHERWISE AUDIO SIGNAL DEVICE (SPEAKER) CEILING MOUNTED. METAL WHILE-IN-USE. COVER AS SPECIFIED C FAANN CPFA FS TS DH H S X TP GFI C GEN M E# # E# # NL CM MM D HE SE S SD F/SD F/SD OR TOR SPD WP EX 0 D S S COMMUNICATIONS JUNCTION BOX PUSH BUTTON. FLOORBOX COMBINATION - POWER, TELEPHONE, DATA - SEE DETAIL NETWORK OUTLET - MOUNTED AT 18" AFF. (2) CAT.6 CABLES REQUIRED 3 COMBINATION POWER/TELEVISION OUTLET - SEE DETAILTV LED LINEAR RECESSED/SURFACE/SUSPENDED FIXTURE EMERGENCY BATTERY UNIT LIGHT FIXTURE - SURFACE MOUNTED LOCAL SWITCH, SINGLE POLE - 3-WAY. LOCAL SWITCH, SINGLE POLE - MOUNTED 48" AFF. 4 3 LOCAL SWITCH, SINGLE POLE - 4-WAY. LOW-VOLTAGE SWITCH - MOUNTED 48" AFF -SUBSCRIPT DESIGNATION INDICATES CONTROLLED LIGHTING ZONE# SECURITY SYSTEM - ELECTRICAL LOCK SECURITY SYSTEM - DOOR CONTACT SECURITY SYSTEMS SECURITY SYSTEM - CARD READER SECURITY SYSTEM - REQUEST TO EXIT SECURITY SYSTEM - INTERCOM SECURITY CCTV CAMERA - SINGLE CAT.6 CABLE EL DC S S CR ICS S S E NETWORK OUTLET FOR WIRELESS ACCESS POINT IN FINISHED CEILING - (2) CAT.6A CABLE REQUIRED. AUDIO/VISUAL SIGNAL DEVICE (SPEAKER/STROBE) - MOUNTED AT 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER 75 CANDELA UNLESS NOTED OTHERWISE SECURITY SYSTEM - KEY ENTRANCEKYS DIGITAL CLOCK - SINGLE CAT.6 CABLE LED RECESSED DOWNLIGHT SECURITY SYSTEMS INTERCOM SYSTEM - MASTER STATIONMSI INTERCOM SYSTEM - DOOR STATIONDSI SECURITY SYSTEM - DURESS BUTTONSDBS 1. ELECTRICAL DRAWINGS ARE BASED ON THE BEST INFORMATION AVAILABLE. FOR AREAS BEING REMODELED, WORK SHOWN REFLECTS INFORMATION SHOWN ON AS- BUILT PLANS AND FIELD OBSERVATION; IT IS NOT GUARANTEED 100% ACCURATE. THIS CONTRACTOR MUST FIELD VERIFY CONDITIONS AND MAKE NECESSARY ADJUSTMENTS WITHOUT EXTRA COSTS TO THE PROJECT TO SUIT ACTUAL NEEDS. 2. THE CONTRACTOR SHALL REWIRE/REROUTE/RELOCATE, AS REQUIRED DUE TO CONSTRUCTION, ALL EXISTING CIRCUITS AND EQUIPMENT WHICH ARE TO CONTINUE IN OPERATION. 3. MAINTAIN THE INTEGRITY OF ALL SYSTEMS AFFECTED BY THE REMOVAL OR ADDITION OF ELECTRICAL DEVICES AND CONTROLS IN REMODELED AREAS. 4. ALL ELECTRICAL PANELS SHALL REMAIN IN PLACE AS IS, UNLESS INDICATED OTHERWISE. 5. PROVIDE COMPLETE UPDATED DIRECTORIES FOR ALL PANELS AND SWITCHBOARD AFFECTED BY CONSTRUCTION. BREAKERS RELIVED FROM DUTY AND NOT BEING USED SHALL BE SWITCHED OFF AND LABELED "SPARE". 6. OCCUPANCY SENSOR LOCATIONS SHOWN ON DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL LOCATION SHALL BE DETERMINED AT SITE PER MANUFACTURER'S RECOMMENDATIONS AND LAYOUT. PROVIDE MINIMUM 4'-0" OF FLEX CONDUIT/WIRES SO THAT THE SENSOR CAN BE FIELD ADJUSTED FOR PROPER COVERAGE DURING FINAL TESTING. THE TRAINED FACTORY PERSONNEL SHALL PERFORM THE FINAL TIME SETTINGS AND TESTING. 7. ALL EXISTING DEVICES WHICH ARE TO REMAIN AND ARE LOCATED ON NEW FURRED OUT WALLS SHALL BE PROVIDED WITH APPROPRIATE EXTENSION RINGS. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC WALLS. 8. ALL EXISTING DEVICES WHICH ARE NOT SHOWN ON THESE DRAWINGS OR DIRECTED BY A/E SHALL REMAIN IN PLACE AS IS. 9. EXISTING RECEPTACLES WHICH WOULD BE RENDERED INACCESSIBLE, DUE TO THE PLACEMENT OF NEW CASEWORK, SHALL BE RELOCATED TO THE KICK PLATE OF THE CASEWORK, OR OTHERWISE RELOCATED SUCH THAT RECEPTACLES ARE ACCESSIBLE. 10. ALL NEW DEVICES AND COVER PLATES SHALL MATCH EXISTING UNLESS OTHERWISE DIRECTED BY A/E. COVER PLATES IN KITCHEN AREAS SHALL BE STAINLESS STEEL. 11. ALL REMOVED DEVICES AND NOT REPLACED IN ANY WAY EXPOSING AN EMPTY BACK BOX, THE CONTRACTOR SHALL PROVIDE A STAINLESS STEEL COVER PLATE. 12. IN ROOMS WHICH HAVE BEEN SUBDIVIDED, UNUSED EXISTING LIGHTING SWITCHES SHALL BE REMOVED AND BLANK COVER PLATES SHALL BE PROVIDED. PROPERLY TERMINATE ALL UNUSED CONDUCTOR(S) WITH WIRE NUT(S). 13. EXISTING CEILING SPEAKERS SHALL BE REMOVED PRIOR TO DEMOLITION OF EXISTING CEILINGS. SPEAKERS SHALL BE REINSTALLED IN COMPARABLE LOCATION IN NEW CEILING. 14. WALL MOUNTED SPEAKERS, FIRE ALARM DEVICES, ETC. SHALL BE RELOCATED AS NECESSARY TO ACCOMMODATE NEW CEILING HEIGHTS. 15. WHERE EXISTING FIXTURES ARE TO BE REUSED, THE CONTRACTOR SHALL PROPERLY REMOVE, CLEAN, RELAMP, AND REINSTALL EXISTING FIXTURES AS SHOWN ON PLAN. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISCONNECTING POWER AND REMOVING THE EXISTING FIXTURES FOR REUSE. ANY FIXTURE(S), ELECTRICAL DEVICES, NOT INDICATED TO BE REUSED SHALL BE PROPERLY DISPOSED OF AND/OR IN ACCORDANCE WITH THE SPECIFICATIONS. 17. IN ALL LOCATIONS WHERE RE-USE OR EXTENDING OF AN EXISTING CIRCUIT IS INDICATED ON THE PLANS, THE CONTRACTOR SHALL VERIFY THAT THE EXISTING CIRCUIT HAS ENOUGH CAPACITY TO HANDLE THE ADDITIONAL LOAD. IF REQUIRED CAPACITY DOES NOT EXIST, THE CONTRACTOR SHALL EXTEND A NEW CIRCUIT TO FEED THE NEW EQUIPMENT. NO MORE THAN 6 DUPLEX RECEPTACLES SHALL BE ON ONE CIRCUIT. 18. REMOVE AND REPLACE EXISTING CEILING TILE REQUIRED FOR INSTALLATION OF CONDUITS AND CABLES. COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR. 19. THE CONTRACTOR SHALL NOTE THAT THE EXISTING BUILDING WILL REMAIN IN SERVICE DURING CONSTRUCTION. AREAS OF THE BUILDING WILL BE VACATED AS REQUIRED TO FACILITATE CONSTRUCTION. PROCEED WITH THE COMPLETION OF THE WORK IN SUCH A MANNER AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH OWNER'S OPERATION. ALL WORK SHALL BE DONE IN A MANNER AND TIME ACCEPTABLE TO OWNER. OUTAGES AND OTHER WORK RENDERING EXISTING EQUIPMENT INOPERATIVE SUCH AS BUT NOT LIMITED TO THE FIRE ALARM SYSTEM SHALL BE HELD TO A MINIMUM; PRIOR ARRANGEMENTS FOR EACH SHALL BE MADE WITH OWNER AND SHALL BE ACCEPTABLE AS TO TIME AND DURATION. ALL SHUTDOWNS SHALL BE COORDINATED WITH OWNER 2 WEEKS IN ADVANCE. ALL EXISTING SYSTEMS BEING MODIFIED SHALL BE OPERABLE WHEN CONTRACTOR MODIFYING THE SYSTEM IS NOT ON-SITE. 20. THE CONTRACTOR SHALL DO THE NECESSARY DEMOLITION WORK IN THE AFFECTED AREAS INCLUDING THE REMOVAL OF LIGHTING FIXTURES, LAMPS, WIRING, ACCESSIBLE CONDUIT, AND ELECTRICAL EQUIPMENT. IN ADDITION, PRECEDING DEMOLITION WORK, HE SHALL DE-ENERGIZE ALL CIRCUITS IN THE AFFECTED AREAS AND WHERE WIRING IS ROUTED THROUGH THESE AREAS SERVING AREAS OF THE BUILDING REMAINING IN SERVICE, PROVIDE TEMPORARY AND/OR PERMANENT WIRING AS REQUIRED. ALSO, WHERE NECESSARY TO MAINTAIN SERVICE IN OTHER AREAS, PROVIDE NECESSARY AND REQUIRED SOURCES OF POWER AND TEMPORARY WIRING. REMOVE ALL CONDUIT AND WIRING OF EQUIPMENT BEING REMOVED AND/OR ABANDONED BACK TO SOURCE. REMOVE ALL LOW-VOLTAGE CABLES NOT BEING REUSED. 21. SEE DEMOLITION DRAWINGS OF OTHER TRADES. THIS CONTRACTOR IS RESPONSIBLE FOR DISCONNECTION, REMOVAL AND RE-ROUTING OF EXISTING ELECTRICAL WORK. 22. ALL NEW CIRCUIT BREAKERS BEING INSTALLED IN EXISTING PANELS SHALL MATCH EXISTING BREAKERS INCLUDING AIC RATINGS. GENERAL RENOVATION/DEMOLITION NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: As indicated ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET EL 10/04/2023 220025.00 C2023-15 G - ELECTRICAL SHEET LIST SHEET NUMBER SHEET NAME PROGRESS PRINT DATE REVISION CURRENT DESCRIPTION DATE EL ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES 1 ADDENDUM #1 2023/11/17 ESD1.0 ELECTRICAL SITE PLAN - DEMO ES1.0 ELECTRICAL SITE PLAN - NEW E1.1 FIRST FLOOR LIGHTING PLAN - OVERALL 1 ADDENDUM #1 2023/11/17 E1.1a FIRST FLOOR LIGHTING PLAN A - SE QUAD 1 ADDENDUM #1 2023/11/17 E1.1b FIRST FLOOR LIGHTING PLAN B - NE QUAD 1 ADDENDUM #1 2023/11/17 E1.1c FIRST FLOOR LIGHTING PLAN C - NW QUAD 1 ADDENDUM #1 2023/11/17 E1.1d FIRST FLOOR LIGHTING PLAN D - SW QUAD 1 ADDENDUM #1 2023/11/17 E1.2 MEZZANINE LIGHTING PLAN - OVERALL 1 ADDENDUM #1 2023/11/17 E1.2a MEZZANINE LIGHTING PLAN A - SE QUAD 1 ADDENDUM #1 2023/11/17 E1.2b MEZZANINE LIGHTING PLAN B - NE QUAD 1 ADDENDUM #1 2023/11/17 E1.2c MEZZANINE LIGHTING PLAN C - NW QUAD 1 ADDENDUM #1 2023/11/17 E1.2d MEZZANINE LIGHTING PLAN D - SW QUAD 1 ADDENDUM #1 2023/11/17 E2.1 FIRST FLOOR POWER AND SYSTEMS PLAN - OVERALL 1 ADDENDUM #1 2023/11/17 E2.1a FIRST FLOOR POWER AND SYSTEMS PLAN A - SE QUAD 1 ADDENDUM #1 2023/11/17 E2.1b FIRST FLOOR POWER AND SYSTEMS PLAN B - NE QUAD 1 ADDENDUM #1 2023/11/17 E2.1c FIRST FLOOR POWER AND SYSTEMS PLAN C - NW QUAD 1 ADDENDUM #1 2023/11/17 E2.1d FIRST FLOOR POWER AND SYSTEMS PLAN D - SW QUAD 1 ADDENDUM #1 2023/11/17 E2.2a MEZZANINE POWER AND SYSTEMS PLAN A - SE QUAD 1 ADDENDUM #1 2023/11/17 E2.2b MEZZANINE POWER AND SYSTEMS PLAN B - SW QUAD 1 ADDENDUM #1 2023/11/17 E2.3 ROOF POWER AND SYSTEMS PLAN - OVERALL 1 ADDENDUM #1 2023/11/17 E2.3a ROOF POWER AND SYSTEMS PLAN A - SE QUAD 1 ADDENDUM #1 2023/11/17 E2.3b ROOF POWER AND SYSTEMS PLAN B - NE QUAD 1 ADDENDUM #1 2023/11/17 E2.3c ROOF POWER AND SYSTEMS PLAN C - NW QUAD 1 ADDENDUM #1 2023/11/17 E2.3d ROOF POWER AND SYSTEMS PLAN D - SW QUAD 1 ADDENDUM #1 2023/11/17 E2.4 FIRST FLOOR POWER AND LIGHTING - ADD ALT 1, ALT 2, ALT 3 E5.0 LIGHTING SCHEDULES 1 ADDENDUM #1 2023/11/17 E5.1 ELECTRICAL SCHEDULES 1 ADDENDUM #1 2023/11/17 E5.2 ELECTRICAL SCHEDULES 1 ADDENDUM #1 2023/11/17 E5.3 ELECTRICAL SCHEDULES 1 ADDENDUM #1 2023/11/17 E5.4 ELECTRICAL SCHEDULES 1 ADDENDUM #1 2023/11/17 E5.5 ELECTRICAL SCHEDULES 1 ADDENDUM #1 2023/11/17 E5.6 ELECTRICAL SCHEDULES 1 ADDENDUM #1 2023/11/17 E6.1 POWER DETAILS 1 ADDENDUM #1 2023/11/17 E6.2 POWER DETAILS 1 ADDENDUM #1 2023/11/17 E6.3 ELECTRICAL DETAILS 1 ADDENDUM #1 2023/11/17 E7.1 TELECOMMUNICATIONS RISER DIAGRAM E7.2 MATRIX E7.3 CARD ACCESS E7.4 CAMERA SCEDULE E7.5 SYSTEM DETAILS – ELEC. RM 134 1 ADDENDUM #1 2023/11/17 E7.6 SYSTEM DETAILS – IT RM 150 E7.7 SYSTEM DETAILS – IT/GEN STORAGE RM 176 E7.8 SYSTEM DETAILS – STORAGE RM 104 E7.9 INTERCOM DETAILS E8.0 ELECTRICAL RISER DIAGRAM 1 ADDENDUM #1 2023/11/17 Grand total: 46 1 2023/11/17 ADDENDUM #1 1 1 2023/11/17 ADDENDUM #1 1 2023/11/17 ADDENDUM #1 LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LVLV LV LV LV LV LV LV LV LV LV LV LV LV SS S S MENS 119 MULTI-USE CONVENTION SPACE 156 MULTI-USE CONVENTION SPACE 156 ELECTRIC 157 STORAGE 158 WARMING ROOM 159 LOADING/RECEIVING/STORAGE 160 FAMILY TLT 162 ? ? MEN'S 166 F.S. STORAGE 175 WOMEN'S 165 GENERAL BUILDING STORAGE 167 RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 ICE RINK CIRCULATION 135 Y.H. STORAGE 137 WET TEAM ROOM #1 138 WET TEAM RR 139 WET TEAM ROOM #2 140 UNISEX TLT 141 YH COACH 143J.C. 142 REFEREE 145 REFEREE RR 146 TEAM ROOM 1 147 TEAM ROOM 2 148 TEAM ROOM 3 149 IT 150 GEN STORAGE 153 PASSAGE 144 MAIN COACH 133 ELEC 134 MAIN TEAM ROOM 132 MAIN TEAM ROOM 132 LAUNDRY 131 TRAINING 129 UNISEX TLT 128 PASSAGE 130 TEAM ROOM 4 127 TEAM ROOM 5 126 WET TEAM ROOM 3 125 WET TEAM RR 124 WET TEAM ROOM 4 123 ? ? MEN'S 121 ? ? ICE ARENA LOBBY 117CONCESSIONS 115 (B) J.C. 114 ELEV 152 MAIN LOBBY 101 VESTIBULE 100 CHECK-IN/RENTAL 107 SKATE RENTAL 108 OFFICE 111 MENS 106A MEETING ROOM (A) 102 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 MULTI-PURPOSE AREA 154 MERCYHEALTH ARENA 136 LOBBY / LINK 155 OFFICE 110 BREAKROOM 109 MALL CONNECTION 164 A B E F G H J K M P QCDN 1 2 3 4 5 6 7 F.3 F.9 G.8 L.6 M.4 9 LD18E LD18ELD18ELD18 LD18 LD8E LD8E LD8ELD8 LD8 LCPA-1 CKT# 400W/120W EM LCPA-2 CKT# 1000W/120W EM LCPA-# CKT# #W/#W EM EA EA8 L M.3 5.8 12 AV CLOSET 157 (A) LOBBY / LINK 155 ELECTRICAL 169 MECHANICAL 168 METER/RISER 179 F.4 F.6 L.4 L.8 /1 E1.1b /1 E1.1d /1 E1.1b /1 E1.1a /1 E1.1a /1 E1.1c /1 E1.1d /1 E1.1c 1 1 1 1 1.SHEETS SHOWS THE OVERALL PLAN OF THE BUILDING AND SHOWING THE PARTITION LINE ON THE PLANS DIVIDED INTO FOUR DIFFERENT SMALL PART PLANS. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR LIGHTING PLAN -OVERALL WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.1 10/04/2023 220025.00 C2023-151/16" = 1'-0"1 FIRST FLOOR LIGHTING PLAN -OVERALL 1 2023/11/17 ADDENDUM #1 1 1 1 LV LV LV LV RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 ICE RINK CIRCULATION 135 Y.H. STORAGE 137 WET TEAM ROOM #1 138 WET TEAM RR 139 WET TEAM ROOM #2 140 UNISEX TLT 141 YH COACH 143 J.C. 142 MAIN COACH 133 MAIN TEAM ROOM 132 LAUNDRY 131 TRAINING 129 UNISEX TLT 128 PASSAGE 130 MERCYHEALTH ARENA 136 FE4 FE4 FE4 FE4 FE4 FE4 FE4FE4 FE4 FE4FE4 FE4 FE4 FE4 FE4 FE4 PASSAGE 144 3 BA FE4 FE4 FE4 MECHANICAL 168 METER/RISER 179 ELEC 134 3 3 BA BA BA FE4 FE4 FE4 FE4 FE4 FE4 FE4 FF4 3 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4FF4 FF4 FF4 FE4 FE4 FE4 FF4 H J K M P QN 1 2 3 G.8 L.6 M.4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 2 E1.1a TYPICAL FF4 FF4FF4FF4FF4FF4FF4FF4FE4 FE4 FF4FF4 EE EE 3 E1.1a FF4 FF4 FF4 FF4 FF4 FF4 FF4FF4 FF4 FF4 ELECTRICAL 169 FF4 EE FF4 FF4 3 E1.1a TYPICAL 3 E1.1a TYPICAL 4 E1.1a TYPICAL FF4 EB FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FF4FF4 4 E1.1aWEF 4 E1.1aWEF WEW WEW WEW WEF 4 E1.1a 4 E1.1a 4 E1.1a 4 E1.1a 1 E6.3 L M.3 10 E1.1b EB VESTIBULE 171 4 E1.1a 3 E1.1a 10 E1.1a FF4 10 E1.1a TYPICAL SC 5 E1.1a 6 E1.1a TYPICAL FE4 CLOSET 133(A) 2 E1.1a AA AA AA 3 E1.1a L.4 L.8 1 E6.3 A21 A23 NL A22 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 1,3 E6.3 1,3 E6.3 EB EBEB EB EB 9 E1.1a 9 E1.1a 9 E1.1a EB 1 E1.1a A25 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 A34 EB 9 E1.1a 9 E1.1a CKT# HL3 -6 LCPA-1 CKT# HL3 -8 CKT# LS3 -4 CKT# LS3 -2 CKT# HL3 -3CKT# LS3 -1 CKT# HL3 -4 CKT# LS3 -3 LCPD-3 CKT# LS3 -6 1,3 E6.3 PL PL FE4 FF4 FF4FF4 FF4 FF4FF4 FF4 FF4FF4 FF4 FE4 FE4 TYPICAL EB 9 E1.1a 9 E1.1a TYP 2 E1.1a TYPICAL 9 E1.1a 9 E1.1a ## E1.1a 1. REFER TO SHEETS E1.2a AND E1.2d FOR LIGHTING IN THIS SPACE. 2. WALL MOUNT APPROXIMATELY 8'-0" AFF TO CENTER OF FIXTURES; ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT. 3.TOP OF FIXTURE(S) SHALL BE APPROXIMATELY 9'-0" AFF. ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT. 4.TOP OF FIXTURES SHALL BE APPROXIMATELY 12'-0" AFF; ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT. 5.WALL MOUNT APPROXIMATELY 1'-0" ABOVE TOP OF DOOR TO CENTER OF FIXTURE. 6.BOTTOM OF FIXTURES SHALL BE 9'-0" AFF. ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT. 7.NOT USED. 8.BOTTOM OF FIXTURES SHALL BE APPROXIMATELY 2" ABOVE THE TOP OF THE MIRRORS; ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT. 9.PROVIDE THIS EXIT SIGN WITH A WIREGUARD. 10.BOTTOM OF FIXTURES SHALL BE APPROXIMATELY 10'-9" AFF. ALL FIXTURES IN THE SAME SPACE SHALL BE MOUNTED AT THE SAME HEIGHT. PLAN NOTES: 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR LIGHTING PLAN A -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.1a 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR LIGHTING PLAN A -SE QUAD 1 2023/11/17 ADDENDUM #1 1 1 LV LV LV LV MULTI-USE CONVENTION SPACE 156 MULTI-USE CONVENTION SPACE 156 ELECTRIC 157 STORAGE 158 WARMING ROOM 159 LOADING/RECEIVING/STORAGE 160 MEN'S 166 F.S. STORAGE 175 WOMEN'S 165 MULTI-PURPOSE AREA 154 FA4 3 3 3 FA4 FA4 FA4 AA AA AA AA AA AA AA AA AA 4 FA4 FA4 FA4 FA4 FA4 FA4 FA4 FA4 4 FE4FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 FF4 LOBBY / LINK 155 A B E F G HCD 1 2 3 F.3 F.9 G.8 GENERAL BUILDING STORAGE 167 TEMP STORAGE 174 HOCKEY STORAGE 173 FE4 FE4 FF4 FF4 EE FA4 IT/GEN STORAGE 176 3 3 RC RC RBRC RBRC RC RB RB RB RB AV CLOSET 157 (A) 2 E1.1b TYPICAL 3 E1.1b TYPICAL AV CLOSET 167 (B) 3 E1.1b TYPICAL EA MALL CONNECTION 164 A4 WFW8 E1.1c RB RB WFW4 E1.1b WFW4 E1.1b 5 E1.1b WEF EA EA 1,3 E6.3 WEF WEF 5 E1.1b 5 E1.1b 5 E1.1b RC FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 WEF 5 E1.1b WEF 1 E6.3 LA8E LA8E LA8 LA8 LA8 LA8E LA8 LA8 LA8 LA8E RBRB RBRB RBRB 10 E1.1b FA4 FA4 3 33 EE FA4FA4FA4 FA4 FA4 F.4 F.6 RA RA RA NL WT2 WT2 WT2 WT2 LE8E LE8 LE8 LE8 LE8E LE8 LE8 LE8 LE8 LE8 LE8E EA LM20 1 E1.1b 1 E1.1b 1 E1.1b 2 E1.1b 2 E1.1b 2 E1.1b 2 E1.1b 2 E1.1b 2 E1.1b TYP 6 E1.1b TYP 6 E1.1b TYPICAL 1 E6.3 SB 7 E1.1b EA A5 EB 8 E1.1b 8 E1.1b EB EB EB EB EB EB 8 E1.1b 9 E1.1b 9 E1.1c 8 E1.1b 8 E1.1b TO FIXTS. ABOVE Cc TO FIXTS. ABOVE Cb A11 A12 A13 A14 A15 A16 A17 A20 Md Me Mf EB 8 E1.1b A21 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 A34 EB 8 E1.1b CKT# HL4 -4 CKT# LS4 -1 LCP-2 CKT# HL4 -2 CKT# LS4 -4 CKT# HL4 -1 CKT# LS4 -2 LCPB-1 CKT# HL4 -3 CKT# LS4 -3 LCPC-4 CKT# LS1 -6 FA4 FA42 E1.1b RB RB RA RA RA PL FE4 9 E1.1b RA RA RA RA RA RA RA RA WT2RA RARA RA RA WT2WT2 WT2 WT2 WT2 WT2 RARARARARA RARARA RARA RA RA WT2 NL NL NLNL NL SBSBSB SB SB TYPICAL LM12 LM12 LM6 LM12 LM12 LM12 NL NL NL LM12 1 E6.3 11 E1.1b 1 1 1 ## E1.1b 1. REFER TO SHEETS 1.2b FOR LIGHTING IN THIS SPACE. 2.TOP OF FIXTURE(S) SHALL BE APPROXIMATELY 9'-0" AFF. 3.TOP OF FIXTURES SHALL LINE UP WITH TOP OF OVERHEAD GARAGE DOOR OPENING AT APPROXIMATELY 12'-0" AFF. 4.CENTER OF FIXTURE SHALL BE APPROXIMATELY 16'-10 1/2" AFF. 5.BOTTOM OF FIXTURE SHALL BE APPROXIATELY 13'-2" AFF. 6.BOTTOM OF FIXTURES SHALL BE 2" ABOVE TOP OF MIRROR. 7.BOTTOM OF FIXTURES SHALL BE APPROXIMATELY 10'-2" AFF TO LINE UP WITH ADJACENT LIG CEILING. 8.PROVIDE THIS EXIT SIGN WITH A WIREGUARD. 9.BOTTOM OF FIXTURE, WHEN AIMED STRAIGHT TOWARDS WALL, SHALL LINE UP WITH BOTTOM OF CEILING AT 12'-0" AFF. AIM FIXTURE DOWNWARDS AS REQUIRED TO EVENLY ILLUMINATE MURAL. 10.BOTTOM OF FIXTURE SHALL BE APPROXIMATELY 1'-0" ABOVE TOP OF DOOR. 11.PROVIDE LOCKABLE ENCLOSURE FOR THESE SWITCHES AND VERIFY MOUNTING LOCATION WITH OWNER PRIOR TO ROUGH IN. PLAN NOTES: 1 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR LIGHTING PLAN B -NE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.1b 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR LIGHTING PLAN B -NE QUAD 1 2023/11/17 ADDENDUM #1 1 1 LV LV LV LV LV LV GEN STORAGE 153 ELEV 152 MAIN LOBBY 101 VESTIBULE 100 SKATE RENTAL 108 MENS 106A MEETING ROOM (B) 103 STOR 104 FIRST AID 105 LOBBY / LINK 155 AC MAIN LOBBY 101 MAIN LOBBY 101 AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC MEETING ROOM (A) 102 BREAKROOM 109 ADMIN 112 OFFICE 111 ACAC OFFICE 110 ACAC BC BC BC AA FA4 FEH4 FEH4 FEH4 MULTI-PURPOSE AREA 154 MULTI-USE CONVENTION SPACE 156 BC BC BC BC B E F G HCD 4 5 6 7 F.3 F.9 G.8 9 CONCESSIONS 115 (B) RB CHECK-IN/RENTAL 107 EA EA AA RC RC RC LD18E LD18 LD8LD8E EA BA BA A1 RB RB BC BC BC BC BC BC BC BC BC BC BC EA EA EA SA SA SA SA SA SA SA SASA SA SA SASA EA PA3 PA4 PA5 PA3 PA4 PA5 4 E1.1c La Lb PA5 PA4 PA3 PA5 PA4 PA3 SA SASA SA SA SA SASA SA SASA SA SASA SA SASA SA SASA EA EA RC RB RB AA AAAA AA AA SA SA EA Lc EAA3 8 E1.1c 5 E1.1c 3 E6.3 Ld Le 5 E1.1c 3 E6.3 FEH4 6 E1.1c 7 E1.1c RB RB RB RB RB WFW WFW WFW 8 E1.1c 8 E1.1c RB FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 NL 1 E6.3 8 5.8 RB LA8E LA8 3 E6.3 NL NL 3 E6.3 AC AC F.4 F.6 LD18E LD18ELD18 LD8E LD8ELD8 LE8E LE8 LE8E LE8 LE8 LE8 LE8 LA8E LA8 LA8 LA8E LM20 EB EB 9 E1.1b 9 E1.1c TO FIXTS. ABOVE Cb A8 TO FIXTS. ABOVE EB 9 E1.1c EB EB 9 E1.1c 9 E1.1c 1 E1.1c 4 E1.1c 3 E6.3 1 E1.1c A9 A10 A11 A14 A18 Ca MaMbMcA19 EB EB 9 E1.1c 9 E1.1c TO FIXTS. ABOVE EE FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 1 E6.3 MULTIPURPOSE AREA CIRCULATION 154 (B) A28 EE EA EA LOCKER ALCOVE 101 (A) LCPB-13 CKT# HL4 -8 CKT# LS4 -7 CKT# HL1 -1 CKT# LS1 -1 TO SWITCH "Lc" LCPC-3 CKT# HL1 -7 CKT# LS1 -2 TO SWITCH "Lb" LCPC-2 CKT# HL1 -6 TO SWITCH "La" LCPC-1 CKT# HL1 -4 CKT# LS1 -3 TO SWITCH "Ld" LCPC-2 CKT# HL1 -5 CKT# HL1 -13 LCPC-4 CKT# LS1 -7 CKT# HL1 -2 CKT# LS1 -5 TO SWITCH "Le" LCPC-3 CKT# HL1 -3 CKT# LS1 -4 RA RA RA RA RA RA NL CA CA CA CA NL WOMENS 106B 3 E1.1cEA RB RB LW20 RC SABABA BA AA 10 E1.1c WT8 RA RA NL WT4 NL WT2 FAMILY RR 106 11 E1.1c 12 E1.1c TYPICAL 1 1 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES: ## E1.1c 1.REFER TO SHEET E1.2c FOR LIGHTING IN THIS SPACE. 2.BOTTOM OF FIXTURE SHALL BE 3" ABOVE TOP OF MIRROR. 3.PENDANT MOUNT SUCH THAT TOP OF EXIT SIGN LINES UP WITH BOTTOM OF CEILING AT 15'-0" AFF; ALL PENDANT MOUNTING HARDWARE SHALL BE PAINTED TO MATCH DECK. 4.FIXTURES SHALL BE MOUNTED AT RANDOM HEIGHTS/LOCATIONS; EXACT CONFIGURATION SHALL BE VERIFIED BY THE ARCHITECT PRIOR TO INSTALLATION. 5.BOTTOM OF FIXTURES SHALL LINE UP WITH BOTTOM OF JOISTS AT APPROXIMATELY 17'-6" AFF; ALL LIKE FIXTURES SHALL BE MOUNTED AT THE SAME HEIGHT. 6.TOP OF FIXTURE SHALL BE APPROXIMATELY 9'-0" AFF. 7.WALL MOUNT APPROXIMATELY 3'-0" ABOVE PIT FLOOR. FOR BEST LIGHTING RESULTS AND TO COMPLY WITH THE ELEVATOR CODE, EXACT MOUNTING LOCATIONS/ORIENTATIONS SHALL BE FIELD COORDINATED AND VERIFIED BY THE A/E PRIOR TO ROUGH IN. WIRE TO FIXTURES AT THE TOP OF THE ELEVATOR SHAFT. 8.CENTER OF FIXTURE SHALL BE 16'-10 1/2" AFF. 9.PROVIDE THIS EXIT SIGN WITH A WIREGUARD. 10.BOTTOM OF FIXTURE, WHEN AIMED STRAIGHT TOWARDS WALL, SHALL LINE UP WITH BOTTOM OF CEILING AT 12'-0" AFF. AIM FIXTURE DOWNWARDS AS REQUIRED TO EVENLY ILLUMINATE MURAL. 11.PROVIDE LOCKABLE ENCLOSURE FOR THESE SWITCHES AND VERIFY MOUNTING LOCATION WITH OWNER PRIOR TO ROUGH IN. 12.TOP OF FIXTURES SHALL BE 9'-6" AFF TO LINE UP WITH GLASS DIVIDER BETWEEN PLAYER'S BENCH AND PUBLIC PASSAGE WAY. PLAN NOTES: 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR LIGHTING PLAN C -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.1c 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR LIGHTING PLAN C -NW QUAD 1 2023/11/17 ADDENDUM #1 1 1 SLV LV LV LV LV LV LV LV J.C. 142 REFEREE 145 REFEREE RR 146 TEAM ROOM 1 147 TEAM ROOM 2 148 TEAM ROOM 3 149 IT 150 PASSAGE 144 TRAINING 129 UNISEX TLT 128 TEAM ROOM 4 127 TEAM ROOM 5 126 WET TEAM ROOM 3 125 WET TEAM RR 124 WET TEAM ROOM 4 123 MEN'S 121 J.C. 114 PASSAGE 144 ICE RINK CIRCULATION 151 FE4 FE4 FE4 FE4 FE4FE4 FE4 FE4 FE4 FE4FE4 FE4 FE4 FE4 FE4FE4 FE4 FE4 FE4 FE4FE4 FE4 FE4 FE4 FE4FE4 FE4 FE4FE4 FE4 FE4FE4 FE4 FE4FE4 FE4 FE4FE4 FE4 FE4FE4 FE4 FE4 FE4 AA BA FE4FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4FE4FE4FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FA4 FEH4 FEH4 FEH4 MERCYHEALTH ARENA 136 H J K M P QN 5 6 7 G.8 L.6 M.4 9 CONCESSIONS 115 (B) FE4 FE4 RB RB ELECTRICAL 113 BA AA AA AAAA AA AA AA AA AA AA BA BA BA SA SA SA SA SA SA SA SASASASASASASA SA SA SA SA SA SA SA SASASASASASASA SA SASASASASA SA SA SA SA SA SA PA3 PA4 PA5 PA2 PA3 PA5 PA3 PA4 PA4 PA2 PA5 PA3 EA EA ICE ARENA LOBBY 117 Lg Lf A2 1 E1.1d TYPICAL 2 E1.1d TYPICAL PA4 PA2 PA3 FEH4 6 E1.1c 7 E1.1c FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 NL EB EB AA FE4 RB 3 E1.1d WEF 8 L M.3 5.8 12 ICE ARENA LOBBY 117 FE4 AA FE4 AA L.4 L.8 EE 3 E6.3 3 E6.3 FE4 FE4FE4 1,3 E6.3 1,3 E6.3 EB EB EB EB 4 E1.1d AaAbAcAd TO FIXTS. ABOVEA24 5 E1.1d 5 E6.6 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 1 E6.3 A38 EE CKT# HL2 -1 CKT# LS2 -8 TO SWITCH "Lg" LCPD-2 CKT# HL2 -3 CKT# LS2 -1 CKT# HL2 -5 CKT# LS2 -2 TO SWITCH "Lf" LCPD-1 CKT# HL2 -4 / LS2- 3 CKT# HL2 -6 CKT# LS2 -4 CKT# HL2 -2 / LS2- 7 LCPB-13 CKT# HL4 -8 CKT# LS4 -7 LCPD-3 CKT# LS1 -8 3 E6.3 CA RB CA CA 6 E1.1d CACACACA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CARB RB CA CA CA CA CARB RB RB NL RB RB RB NL NLEA NL NL NL BA BA WT16 NL RB RB RB NL WT6 WT10 RB NL RB WT2 WT2 7 E1.1d 7 E1.1d AA CKT# HL2 -11 CKT# LS2 -4 RB RB 8 E1.1d 9 E1.1a 9 E1.1a 9 E1.1a 9 E1.1a 5 E1.1d EB 12 E1.1c TYPICAL A37 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES: ## E1.1d 1.FIXTURES SHALL BE MOUNTED AT RANDOM HEIGHTS/LOCATIONS; EXACT CONFIGURATION SHALL BE VERIFIED BY THE ARCHITECT PRIOR TO INSTALLATION. 2.BOTTOM OF FIXTURES SHALL LINE UP WITH BOTTOM OF JOISTS AT APPROXIMATELY 17'-6" AFF; ALL LIKE FIXTURES SHALL BE MOUNTED AT THE SAME HEIGHT. 3.TOP OF FIXTURES SHALL BE APPROXIMATELY 12'-0" AFF. 4.REFER TO SHEETS 1.2a AND 1.2d FOR LIGHTING IN THIS SPACE. 5.PROVIDE THIS EXIT SIGN WITH A WIREGUARD. 6.PENDANT MOUNT SUCH THAT BOTTOM OF EXIT SIGN IS 10'-6" AFF; ALL PENDANT MOUNTING HARDWARE SHALL BE PAINTED TO MATCH DECK. 7.BOTTOM OF FIXTURE(S) SHALL BE 2" ABOVE TOP OF MIRROR. 8.PROVIDE LOCKABLE ENCLOSURE FOR THESE SWITCHES AND VERIFY MOUNTING LOCATION WITH OWNER PRIOR TO ROUGH IN. PLAN NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR LIGHTING PLAN D -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.1d 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR LIGHTING PLAN D -SW QUAD 1 2023/11/17 ADDENDUM #1 1 1 LV LV LV LV LV LV A B E F G H J K M P QCDN 1 2 3 4 5 6 7 F.3 F.9 G.8 L.6 M.4 9 8 L M.3 5.8 12 F.4 F.6 L.4 L.8 /1 E1.1b /1 E1.1d /1 E1.1b /1 E1.1a /1 E1.1a /1 E1.1c /1 E1.1d /1 E1.1c 1.SHEETS SHOWS THE OVERALL PLAN OF THE BUILDING AND SHOWING THE PARTITION LINE ON THE PLANS DIVIDED INTO FOUR DIFFERENT SMALL PART PLANS. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE LIGHTING PLAN -OVERALL WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.2 10/04/2023 220025.00 C2023-15 1/16" = 1'-0"1 MEZZANINE LIGHTING PLAN -OVERALL 1 2023/11/17 ADDENDUM #1 1 1 1 1 1 1 1 LV LV LV LV LV LV S 3 3 3 3 H J K M P QN 1 2 3 G.8 L.6 M.4 HB HB HB HB HB HB HB HB HB HB 3 E6.3 1 E1.2a 3 E6.3 1 E1.2a 3 E6.3 1 E1.2a 3 E6.3 1 E1.2a RA RA RA RA SPONSOR SUITE 202 PRESS BOX 203 AV CLOSET 210 FF4 FF4 FF4 FF4 FF4 FF4 HB HB HB HB HB HB HB HB HB HB FF4 FF4 FF4 FF4 FF4 FF4 FF4 EB2 L M.3 MERCYHEALTH ARENA NORTH SEATING 136 (A) L.4 L.8 A26 MERCYHEALTH ARENA SOUTH SEATING 136 (B) 3 E6.3 3 E6.3 A27 2 E1.2a FF4 FF4 FF4 2 E1.2a EB2 LCPA-6 CKT# HL2 -7 CKT# LS2 -5 LCPA-2 CKT# HL2 -8 CKT# LS3 -7 LCPA-3 CKT# HL2 -9 CKT# LS3 -9 LCPA-4 CKT# HL3 -9 CKT# LS3 -5 LCPA-5 CKT# HL3 -10 CKT# LS3 -10 CKT# LS3 -8 LCPA-7 CKT# HL3 -7 HB HB HB HB HB RA RA RA RA FE4 RA EB 4 E1.2a 2 E1.2a EB FF4 TO FIXTS. BELOW 3 E1.2a 3 E1.2a TO SWITCH "Aa" TO SWITCH "Ab" TO SWITCH "Ac"TO SWITCH "Ad" FF4 1 1 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES: ## E1.2a 1. TOP OF TYPE "HB" FIXTURES SHALL ALIGN WITH BOTTOM OF JOISTS -TYPICAL. 2.PROVIDE THIS EXIT SIGN WITH A WIREGUARD. 3.PROVIDE LOCKABLE ENCLOSURE FOR THESE SWITCHES AND VERIFY MOUNTING LOCATION WITH OWNER PRIOR TO ROUGH IN. 4.WALL MOUNT APPROXIMATELY 1'-0" ABOVE TOP OF DOOR TO BOTTOM OF FIXTURE. PLAN NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE LIGHTING PLAN A -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.2a 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 MEZZANINE LIGHTING PLAN A -SE QUAD 1 2023/11/17 ADDENDUM #1 1 1 LV LV LV LV LV A B E F G HCD 1 2 3 F.3 F.9 G.8 HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HA HA HA HA HA HA HA HA HA HA HA HA HA HAHA HA HA HA HA HA HA HA HA HA HA HA HA HA HA HAHA HA 3 E6.3 1 E1.2b 3 E6.3 1 E1.2b 3 E6.3 1 E1.2b 3 E6.3 1 E1.2b 3 E6.3 1 E1.2b F.4 F.6 A26 LCPB-5 CKT# HL4 -5 CKT# LS4 -5 LCPB-4 CKT# HL4 -6 CKT# LS4 -8 LCPB-12 CKT# HL1 -12 CKT# LS4 -6 LCPB-11 CKT# HL1 -17 CKT# LS4 -9 LCPB-10 CKT# HL1 -11 CKT# LS4 -10 EB 2 E1.2a FF4 TO FIXTS. BELOW 3 E1.2a TO SWITCH "Cc" TO SWITCH "Cb" TO SWITCH "Mc" TO SWITCH "Md" TO SWITCH "Me" TO SWITCH "Mf" 1 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES: ## E1.2b 1. TOP OF TYPE "HA"/"HB" FIXTURES SHALL ALIGN WITH BOTTOM OF JOISTS -TYPICAL. PLAN NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE LIGHTING PLAN B -NE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.2b 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 MEZZANINE LIGHTING PLAN B -NE QUAD 1 2023/11/17 ADDENDUM #1 1 1 LV LV LV LV A B E F G HCD 4 5 6 7 F.3 F.9 G.8 9 FF4 FEH4 FEH4 PL FA4 FA4 1 E1.2d 3 E1.2c 4 E1.2c HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HB HBHB HB HA HAHA HA HA HA HA HA HA HA HA HA HA HA HA HA HA HAHA HA 3 E6.3 1 E1.2c 8 5.8 F.4 F.6 3 E6.3 1 E1.2c 3 E6.3 1 E1.2c 3 E6.3 1 E1.2c 4 E1.2d CKT# HL1 -8 LCPB-3 CKT# HL4 -7 CKT# LS4 -5 LCPB-7 CKT# HL1 -9 CKT# LS2 -6 LCPB-8 CKT# HL1 -18 CKT# LS2 -11 CKT# LS2 -12 LCPB-9 CKT# HL1 -10 FEH4 FEH4 TO SWITCH "Ca" TO SWITCH "Ma" TO SWITCH "Mb" TO SWITCH "Mc" 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES: ## E1.2c 1. TOP OF TYPE "HA"/"HB" FIXTURES SHALL ALIGN WITH BOTTOM OF JOISTS -TYPICAL. 2.NOT USED. 3.WALL MOUNT APPROXIATELY 9'-0" AFF TO CENTER OF FIXTURE. 4.WALL MOUNT APPROXIMATELY 9'-0" ABOVE PLATFORM TO CENTER OF FIXTURE. PLAN NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE LIGHTING PLAN C -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.2c 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 MEZZANINE LIGHTING PLAN C -NW QUAD 1 2023/11/17 ADDENDUM #1 1 1 3 3 H J K M P QN 5 6 7 G.8 L.6 M.4 9 HB HB HB HB HB HB HB HB RA RA SPONSOR SUITE 202 PRESS BOX 203 AV CLOSET 210 FF4 FF4 FF4 FF4 FF4 FF4 FF4 HB HB HB HB HB HB HB HB FF4 FF4 FF4 FF4 FF4 FF4 FF4 FEH4 FEH4 PL FA4 FA4 1 E1.2d 3 E1.2c 4 E1.2c 8 L M.3 5.8 12 L.4 L.8 MERCYHEALTH ARENA NORTH SEATING 136 (A) EB 4 E1.2d MERCYHEALTH ARENA SOUTH SEATING 136 (B) EB4 E1.2d CKT# HL1 -8 HB HB HB HB HB RA RA FE4 RA 4 E1.2a FEH4 FEH4 FF41FF41 1.EGRESS LIGHTING (SHADED FIXTURES ON THE PLANS) SHALL BE ACHIEVED VIA NORMAL LIGHTING FIXTURES WIRED TO INVERTERS AS REQUIRED TO EFFECTIVELY ILLUMINATE THE PATH OF EGRESS AS DESIGNATED BY THE ARCHITECT. EACH QUADRANT OF THIS PROJECT HAS AN INVERTER SERVING IT. PROVIDE UL924 TRANSFER RELAYS (BOTH DIMMING AND NON- DIMMING TYPES) AS REQUIRED TO MAINTAIN CONTROLLABILITY OF THE EGRESS FIXTURES, UNLESS SPECIFICALLY DESIGNATED AS AN "NL" 24HR NIGHTLIGHT; REFER TO DETAILS 3/E6.3 AND 5/E6.3. REFER ALSO TO THE RISER DIAGRAM AND DETAIL 5/E8.0 FOR ADDITIONAL INVERTER INFORMATION. 2.EACH QUADRANT OF THIS PROJECT INCLUDES AN INVERTER; WIRE EXIT SIGNS TO THE NEAREST INVERTER SERVING THE AREA OF INSTALLATION. 3. EGRESS LIGHTING SHALL BE CIRCUITED THROUGH EMERGENCY LIGHTING CIRCUIT DESIGNATION "LV" AND PLACED NEAR TO THE NORMAL CIRCUIT. REFER TO PLAN FOR THE CIRCUIT DESCRIPTION. GENERAL NOTES: ## E1.2a 1.TOP OF FIXTURES SHALL BE APPROXIMATELY 3'-0" FROM TOP OF ELEVATOR SHAFT. FOR BEST LIGHTING RESULTS AND TO COMPLY WITH THE ELEVATOR CODE, EXACT MOUNTING LOCATIONS/ORIENTATIONS SHALL BE FIELD COORDINATED AND VERIFIED BY THE A/E PRIOR TO ROUGH IN. WIRE TO FIXTURES/SWITCH IN ELEVATOR PIT. 2.BOTTOM OF FIXTURE SHALL BE APPROXIMATELY 8'-0" ABOVE MEZZANINE FLOOR LEVEL. 3.BOTTOM OF FIXTURE SHALL BE APPROXIMATELY 8'-0" ABOVE ROOF LEVEL LANDING. 4.PROVIDE THIS EXIT SIGN WITH A WIREGUARD. PLAN NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE LIGHTING PLAN D -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E1.2d 10/04/2023 220025.00 C2023-151/8" = 1'-0"1 MEZZANINE LIGHTING PLAN D -SW QUAD 1 2023/11/17 ADDENDUM #1 1 1 DN DN DN A B E F G H J K M P QCDN 1 2 3 4 5 6 7 F.3 F.9 G.8 L.6 M.4 9 MER -ROOM # 150TR -ROOM # 104 TR -ROOM # 134TR -ROOM # 176 8 L M.3 5.8 12 DP1 DP3 T-3 LP3(L) HL3 LS3 MP1 T-7 T-2 DP2 LP2(L) HL2 LS2 LP5 LS1 LP1(L) HL1 T-5 T-1 HL4 LP4(L) T-4 DP4 LS4 MSB MCC MULTI-USE CONVENTION SPACE 156 WARMING ROOM 159 ELECTRIC 157 AV CLOSET 157 (A) LOADING/RECEIVING/STORAGE 160 MEN'S 166 FAMILY TLT 162 LOBBY / LINK 155 HOCKEY STORAGE 173 GENERAL BUILDING STORAGE 167 RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 MERCYHEALTH ARENA 136 Y.H. STORAGE 137 WET TEAM ROOM #1 138 WET TEAM ROOM #2 140 WET TEAM RR 139 PASSAGE 144 YH COACH 143 J.C. 142 UNISEX TLT 141 PASSAGE 144 REFEREE 145 REFEREE RR 146 TEAM ROOM 1 147 TEAM ROOM 2 148 TEAM ROOM 3 149 IT 150 ELEV 152 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 MENS 106A SKATE RENTAL 108 ADMIN 112 BREAKROOM 109 OFFICE 111 OFFICE 110 COPY AREA 112 (A)MAIN LOBBY 101 VESTIBULE 100 ICE RINK CIRCULATION 151 WET TEAM ROOM 4 123 PASSAGE 130 WET TEAM RR 124 WET TEAM ROOM 3 125 TEAM ROOM 5 126 TEAM ROOM 4 127 TRAINING 129 UNISEX TLT 128 LAUNDRY 131 MAIN TEAM ROOM 132 PASSAGE 130 MAIN COACH 133 CLOSET 133(A) METER/RISER 179 ELEC 134 ICE ARENA LOBBY 117 WOMEN'S 165 J.C. 163 TEMP STORAGE 174 F.S. STORAGE 175 IT/GEN STORAGE 176 VESTIBULE 118 CONCESSIONS 115 (B) BEER SALES 116 J.C. 114 GEN STORAGE 153 VESTIBULE 171 ELECTRICAL 169 MECHANICAL 168 AV CLOSET 167 (B) CLOSET 172(A) F.4 F.6 L.4 L.8 STORAGE 158 LP6 T-6 LP1(R) LP4(R) LP3(R) EV T-8 MEN'S 121 FOOD PREP 115 (A) CHECK-IN/RENTAL 107 MEETING ROOM (A) 102 MULTI-PURPOSE AREA 154 ICE RINK CIRCULATION 135 STORAGE 135(A) MALL CONNECTION 164 ELECTRICAL 113 DRY STORAGE 115 (C)LOCKER ALCOVE101 (A)MULTIPURPOSE SEATING 154 (A) MULTIPURPOSE AREA CIRCULATION 154 (B) WOMENS 106B FAMILY RR 106 WOMENS 122 WELLNESS ROOM 119 FAMILY RESTROOM 120 LP2(R) PMS ELEV /1 E1.1b /1 E1.1d /1 E1.1b /1 E1.1a /1 E1.1a /1 E1.1c /1 E1.1d /1 E1.1c 1 1 1 1 LCPC LCPD LCPA LCPB 1 1 1 1 1. UNLESS NOTED OTHERWISE, WIRE ALL NETWORK CABLES TO THEIR RESPECTIVE ROOM AND/OR CABINET AS SHOWN PER THE DEMARCATION LINES. 2. SHEETS SHOWS THE OVERALL PLAN OF THE BUILDING AND SHOWING THE PARTITION LINE ON THE PLANS DIVIDED INTO FOUR DIFFERENT SMALL PART PLANS. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR POWER AND SYSTEMS PLAN -OVERALL WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.1 10/04/2023 220025.00 C2023-15 1/16" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN -OVERALL 1 2023/11/17 ADDENDUM #1 1 DN TV12 TV S S S TV S S H S S S FSFSTSTS7 H FSFSTSTSTSTSFSFSDF-3 DF-2 GWH-2 CP-2 CP-4 GWH-4 OFV-9 OFV-8 OFV-7 OFCT-7 OFCT-11 OFCT-9 60" "JT" 15cd GFCI 15cd Z1Z2 D1 W1 MCC 96" HD1 GFCI EL1 EL2 EL3 EL4 EL5 EL6 EL8EL7 CSB1 CSB2 CSB3 CSB4 HD4 HD2 HD3 ES DC E 60cd 30cd 15cd30cd 30cd 15cd 30cd 30cd 15cd FACP EL19 EL18 EL17 MSB DP3 T-3HL3 GL1 SC1 IR-1 IR-2 IR-3 IR-4 IR-9 GFCI 60" "JT" D2 D3 GFCI W3 CR 60cd 30cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 11'-0" 60cd 60cd15cd 15cd 60" IT30A1 GB GB GB 110cd 110cd RESURFACER/ SHOP TOOLS/LAUNDRY 170 REFRIGERATION 172 Y.H. STORAGE 137 WET TEAM ROOM #2 140 UNISEX TLT 141 YH COACH 143 ELEC 134 MAIN COACH 133 MAIN TEAM ROOM 132 LAUNDRY 131 TRAINING 129 UNISEX TLT 128 J.C. 142 WET TEAM RR 139 ICE RINK CIRCULATION 135 PASSAGE 130 MECHANICAL 168 STORAGE 135(A) METER/RISER 179 UH 1 C-1 C-2 C-3 P6 P3 P2 P1 GFCI GFCI LP3(L)-6 LP3(L)-3 LP3(L)-3 LP3(L)-4 LP3(L)-4 LP3(L)-5 LP3(L)-9 LP3(L)-9 LP3(L)-23 LP3(L)-24,26 DP3-50,52,54DP3-55,57,59 LP3(L)-6 LP3(L)-9 LP3(L)-6 LP3(L)-11 LP3(L)-12 LP3(L)-11 LP3(L)-12 LP3(L)-12 LP3(L)-13 LP3(L)-14 LP3(L)-15 LP3(L)-12 LP3(L)-11 LP3(L)-12 LP3(L)-18 LP3(L)-16 LP3(L)-17 LP3(L)-18 LP3(L)-18 LP3(L)-18 LP3(L)-22 LP3(L)-56 LP3(L)-55 LP3(L)-55 LP3(L)-55 LP3(L)-57 LP3(L)-58 LP3(L)-59 LP3(L)-60 LP3(L)-56 LP3(L)-43 LP3(L)-43 LP3(L)-43 LP3(L)-45 LP3(L)-46 LP3(L)-48LP3(L)-43LP3(L)-49LP3(L)-51,53 LP3(L)-52,54 LP3(L)-50 LP3(L)-40LP3(L)-42 LP3(L)-42 LP3(L)-42LP3(L)-41LP3(L)-40LP3(L)-34 LP3(L)-40 LP3(L)-39 LP3(L)-36 LP3(L)-37 LP3(L)-36 LP3(L)-38 LP3(L)-29 LP3(L)-30LP3(L)-29LP3(L)-29 LP3(L)-34 LP3(L)-32 LP3(L)-33 LP3(L)-31 LP3(L)-31 LP3(L)-5 LP3(L)-5 LP3(L)-5 LP3(L)-5 LP3(L)-25 LP3(L)-27 LP3(L)-28 LP3(L)-28 LP3(L)-28 LP4(L)-27 LP4(L)-27 LP4(L)-30 LP4(L)-30 LP4(L)-30 LP3(L)-34 LP3(L)-34 LP2(L)-2 LP3(L)-21 H J K M P QN 1 2 3 G.8 L.6 M.4 KY KY LP3(L)-1 LP3(L)-2 MP1-18 GWH-5 GWH-6 CP-5 TMV-3 LP3(L)-19 MP1-15 LP3(L)-35 WS-1 BP-1 MP1-19 MP1-26 LP3(L)-44 DP3-20,22,24 OFCT-8 LP3(L)-47 OFV-10 LP3(L)-68 LP3(L)-61 LP3(L)-61 LP3(L)-61 W2WET TEAM ROOM #1 138 ELECTRICAL 169 AV CLOSET 167 (B) SBP-3 AV-4AV-3 LP6-20,22,24 L M.3 P4P5 P7 MCC-11 MCC-10 MCC-9MCC-7 MCC-6 MCC-5 MCC-4 MCC-1 MCC-2 MCC-3 LP3(L) LP4(L)-53LP4(L)-13 LP3(L)-20 FACP LS3 MP1-27 IR-1 MP1-1 IR-2MP1-2 IR-3 MP1-3 MP1-9 IR-9 MP1-4 IR-4 MP1T-7 L.4 L.8 "JT" "JT" "JT" "JT" "JT" "JT" "JT""JT" "JT" E7.5 1 011 012 013 014 015 019 020 018 016 017 48" +48" +48" +48" +48" WP/GFCI LP3(L)-4 WP/GFCI 110cd (WP") +48" 7 E2.1b EV LP3(L)-78 OD-1 LP3(L)-79 OD-2 LP3(L)-80 OD-7 T-8 LP3(L)-5 HT-1 LP3(L)-81,83 LP3(R)CLOSET172(A)CLOSET133(A)MERCYHEALTH ARENA 136 MULTIPURPOSE AREA CIRCULATION 154 (B) VESTIBULE 171 YH COACH 143 10 E2.1A 3 E2.1A 3 E2.1A 4 E2.1A 5 E2.1A WP/GFCI 3 E2.1A 3 E2.1A 1 E2.1A 1 E2.1A 1 E2.1b 4 E2.1b 3 E2.1b LP3(L)-31 LP3(L)-31 GFCI GFCI 1 E2.1A 1 E2.1A 9 E2.1A 3 E2.1A 2 E2.1A 11 E2.1A 11 E2.1A 6 E2.1A LP3(L)-12 C C CLP3(L)-9 LP3(L)-9 IPTLP3(L)-8 LP3(L)-6 LP3(L)-6 3 E2.1DLP3(L)-3LP3(L)-3 1 1 1 1 1 1 LP3(L)-7 HD42 1 LCPA 1 MP1-32 F-7 MP1-34 F-8 1 1 MP1-36 EUH-5 1 MP1-58,60,62 EUH-6 1 MP1-61,63,65 EUH-7 MP1-64,66,68 EUH-8 1 GFCI GFCI 1 1 GFCI GFCI 1 1 TR TR 1 1 TR TR TR TR TR TR TR TR 1 1 1 1 11 1 1 ## E2.1a 1. PROVIDE NEW CEILING MOUNTED JUNCTION BOXES AND A DEDICATED 120-VOLT, 20A CIRCUIT FOR NEW ELECTRICALLY CONTROLLED LOCKS ON THESE DOORS. COORDINATE WITH ARCHITECT FOR FINAL ELECTRICAL REQUIREMENTS. 2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST FOR SCOREBOARD SUSPENDED FROM JOIST. VERIFY CONNECTION WITH EQUIPMENT SUPPLIER AND FINAL LOCATION WITH OWNER. 3. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND JUNCTION BOXES. CAP AND LABEL FOR FUTURE INSTALLATION. 4. LOCATION OF SCOREKEEPER'S BOX. VERIFY ALL CONDUIT RUNS TO THIS LOCATION WITH OWNER PRIOR TO CONSTRUCTION. FOR BIDDING PURPOSES, ASSUME (4) 2" CONDUIT RUNS FROM THIS LOCATION TO ADMINISTRATION A102 ROUTE (2) 2" CONDUITS FROM THIS LOCATION TO EACH SCOREBOARD FOR PA, MUSIC, ETC. 5. POWER AND DATA CONNECTIONS SHALL BE RECESSED INTO THE BACKER BOARDS WITH THE ACCESS ON THE NON-ICE SIDE OF THE RINK. 6. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION TO SCOREBOARD CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL LOCATIONS AND ROUTING PRIOR TO ROUGH-IN. 7. FUTURE POWERED SIGNAGE. COORDINATE FINAL LOCATION WITH OWNER AND ARCHITECT. COORDINATE POWER REQUIREMENTS WITH SIGN MANUFACTURER(S). 8. WET TEAM ROOM 139. KEY LOCKS TO BE USED TO ENTER ROOM. VIA CARD ACCESS PROGRAMMING, FIRST KEY ENTRANCE TO ROOM WILL DIS-ENGAGE OPPOSITE TEAM ENTRANCE DOOR/KEY. ONCE KEY IS REMOVED AND SWITCH BACK TO NORMAL POSITION SYSTEM IS RESET. 9. PROVIDE/INSTALL (1) WALL MOUNTED NETWORK EQUIPMENT CABINET IN ROOM 133. EQUAL TO CPI PART # 11901-724. CABINET TO HOUSE LOCAL JETS NETWORK EQUIPMENT. CABINET TO BE 24"H X 18"D X 19" W. CONTRACTOR TO PROVIDE/INSTALL (1) CAT.6 CABLE FROM CABINET IN ROOM 133 TO D-MARC ROOM #134 FOR NETWORK FEED. 10. APROXIMATE LOCATION OF BDA HEAD END EQUIPMENT RACK. PROVIDE 4'X8', 3/4 INCH FIRE RATED PLYWOOD BACKING FOR WALL MOUNTED EQUIPMENT. PROVIDE CONDUIT, CABLING AND CONNECTION FROM BDA SYSTEM TO FIRE ALARM CONTROL PANEL FOR MONITORING OF (6) BDA ALARMS. COORDINATE REQUIREMENTS WITH SYSTEM INSTALLER AND APPROVED SHOP DRAWINGS. 11. PROVIDE A 480V, 3 PHASE POWER CORD REEL FOR RESURFACER CHARGING CONNECTION, HUBBELL HBL501032WM1 OR APPROVED EQUAL. FIELD LOCATE AND MOUNT CORD REEL ABOVE RESURFACER. PROVIDE ALL MOUNTING HARDWARE AND STRUT NECESSARY TO MOUNT CORD REEL.PROVIDE AND TERMINATE REQUIRED 30A PLUG AT END OF CABLE REEL, FIELD VERIFY EXACT REQUIREMENT WITH SELECTED RESURFACER MACHINE MAKE AND MODEL PRIOR TO ROUGH-IN. PLAN NOTES: 1. ALL NETWORK OUTLETS LABELED ON THIS SHEET WITH THE NOMENCLATURE "JT" TO BE WIRED FROM OUTLET TO JETS WALL MOUNTED CABINET IN ROOM 133. 2. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH MILLWORK AND CASEWORK. 3. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP DRAWINGS PRIOR TO DEVICE ROUGH-IN. 4. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS FOR COORDINATION OF ELECTRICAL DEVICES. 5. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS, SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM GROUNDING. 6. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR FEEDERS AND ELECTRICAL EQUIPMENT. 7. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS. 8. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION CABLING. 9. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 10. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2. PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY. COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO ROUGH-IN. 11. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE INSTALLATION WITH THE MC. 12. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS, SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY. 13. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER RESISTANT TYPE, UNLESS NOTED OTHERWISE. 14. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM DAMAGE. 15. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT MULTI-PURPOSE AND WARMING ROOM AREA AND TEAM ROOM'S. 16. REFER B32 FOR ANY DIRECTION OR RESTRICTION ON ROUTING ELECTRICAL UNDERNEATH ICE PROIOR TO ROUGH IN. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR POWER AND SYSTEMS PLAN A -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.1a 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN A -SE QUAD 1 2023/11/17 ADDENDUM #1 1 TSFS 2HS SSSSSS3 4 5 S S S S S S S I H OFCT-1 OFCT-3 OFCT-2 OFV-1 OFV-2 GWH-1 CP-1 OFV-5 HD5 GFCI EL9 EL10 EL11 EL12 EL13 EL14 EL15 EL16 CSB5 CSB6 CSB7 CSB8 60cd 15cd 15cd EL23 EL25 T-1 HL1 DP1 DP4T-4HL4 GL4 IR-9 IR-10 IR-11 SC3 15cd 15cd 15cd 15cd 15cd 15cd 15cd 30cd 30cd 30cd30cd 15cd 110cd IT30A2 110cd110cd 110cd 110cd 110cd 110cd GB GB GB 110cd 110cd 110cd 110cd 110cd 110cd LOBBY / LINK 155 STORAGE 158 ELECTRIC 157 WARMING ROOM 159 LOADING/RECEIVING/STORAGE 160 FAMILY TLT 162 J.C. 163 MEN'S 166 GENERAL BUILDING STORAGE 167WOMEN'S 165 F.S. STORAGE 175 MULTI-PURPOSE AREA 154 MULTI-USE CONVENTION SPACE 156 MALL CONNECTION 164 LP3(L)-6 LP3(L)-6 LP3(L)-11 LP3(L)-11 LP4(L)-27 LP4(L)-27 LP4(L)-27LP4(L)-27 LP4(L)-27 LP4(L)-14 LP4(L)-27 LP4(L)-27 LP4(L)-27 LP4(L)-30 LP4(L)-32 LP4(L)-34 LP4(L)-35 LP4(L)-30 LP4(L)-29 LP4(L)-31 LP4(L)-29 LP4(L)-35 LP4(L)-35 LP4(L)-39LP4(L)-39LP4(L)-39 LP4(L)-39 LP4(L)-37 LP4(L)-41 LP4(L)-41 LP4(L)-37 LP4(L)-39 LP1(L)-1 LP1(L)-1 LP1(L)-1 LP1(L)-1 LP1(L)-1 LP1(L)-1 LP1(L)-1 LP4(L)-1 LP4(L)-1 LP4(L)-1 LP4(L)-36 LP4(L)-36 LP4(L)-2 LP4(L)-36 LP4(L)-36 LP4(L)-14 LP4(L)-14 LP4(L)-14 LP4(L)-17 LP4(L)-15LP4(L)-16 LP4(L)-19 LP4(L)-24 LP4(L)-22 LP4(L)-30 LP4(L)-30 LP4(L)-30 LP4(L)-20 LP4(L)-25 LP1(L)-7 LP4(L)-42 LP4(L)-42 A B E F G HCD 1 2 3 F.3 F.9 G.8 004 003 006 30cd 30cd HOCKEY STORAGE 173 TEMP STORAGE 174 15cd CR DC EL LP4(L)-5,7,9 LP4(L)-3 FS-17 FS-23-3 IT/GEN STORAGE 176 60" LP4(L)-6 LP4(L)-4 LP4(L)-11 LP3(L)-1 GWH-5 MP1-17 OFV-3 LP4(L)-21 LP4(L)-23 OFV-4 DF-1 OFCT-4 OFCT-5 MULTIPURPOSE AREA CIRCULATION 154 (B) GFCI LP4(L)-18 LP4(L)-18 LP4(L)-28 LP4(L)-28 LP4(L)-28 LP4(L)-29 LP1(L)-41 LP1(L)-41 LP1(L)-41 AV CLOSET 167 (B) AV CLOSET 157 (A) SC5 SC6 ST1 K K PW-2 K K PW-1 KK SBP-2 SBP-1 RSP-1 RSP-2 SBP-3 SBP-4 PRS-1 PRJ-4 PRS-2 PRJ-2 ST2 ST4 AV-2AV-1 AV-4AV-3 STG-1-1 STG-2-1 STG-4-1 LP6-26,28 LP5-4,6,8 LP1(L)-2 LP6-19,21,23LP1(L)-3 LP6-13,15,17 LP1(L)-10 LP6-8,10,12 LP5-58,60LP1(L)-5 LP5-16,18,20 LP1(L)-8 LP6-25,27,29 LP6-20,22,24 LP4(L)-72 LP5-5,7,9 LP6-14,16,18 LP1(L)-6 LP5-13,15,17 LP5-10,12,14LP4(L)LP1(L) LP5 LP4(L)-53LP4(L)-13 LP1(L)-44LP1(L)-39 LS1 LS4 MP1-11 IR-11 MP1-10 IR-10 MP1-9 IR-9 T-5 LP4(L)-33 FS-23-2 LP4(L)-38 FS-23-1 FS-5 LP4(L)-40 F.4 F.6 E7.7 1 001 002 007 008 009 010 005 017 +48" +48" 6 E2.1b +48" +48"+48" +48" +48" LP1(L)-49 HD23HD24 LP1(L)-51 HD25 LP1(L)-54 LP1(L)-53 GFCIGFCILP1(L)-53 GFCI GFCI LP1(L)-53LP1(L)-53 HD29 HD30 HD31 LP1(L)-58 LP1(L)-55 LP1(L)-56 LP6 7 E2.1b 7 E2.1b 7 E2.1b 7 E2.1b MBH-3 LP5-56 LP5-52 MS2 MBH-4 LP5-57 6 E2.1b 6 E2.1b MBH-5 LP5-56 MBH-6 LP5-57 MS3 LP5-54 MS4 LP5-55 LP5-3 T-6 LP5-21 LP3(L)-79 OD-2 LP4(L)-74 OD-3 OD-4 LP4(L)-76 LP4(L)-78 OD-5 30cd HD37LP1(L)-66HD38LP1(L)-64DS LP1(R)LP4(R)MULTIPURPOSE AREA CIRCULATION 154 (B) GFCI 48" AFFLP4(L)-36 48" AFF 48" AFF 48" AFF 48" AFF 8 E2.1b 1 E2.1b 2 E2.1b 1 E2.1b 4 E2.1b 3 E2.1b5 E2.1b 1 E2.1b 2 E2.1b 7 E2.1b LP3(L)-6 LP3(L)-6 5 E2.1c LP4(R)-2 FS-21-1 LP4(R)-4 FS-21-2 LP4(R)-5 FS-21-3 LP4(R)-6 FS-21-4 LP4(R)-7 FS-21-5 LP1(L)-82 LP1(L)-81 LP1(L)-80LP4(L)-69 FS-22-4 FS-22-1 FS-22-2 FS-22-3 LP4(L)-2 LP4(L)-2 FS-28 LP4(R)-1,3 LP4(L)-10 FS-27 FS-9-1 18"A.F.F. LP4(L)-12 LP4(L)-73 FS-9-2 48"A.F.F. LP4(L)-75 FS-10 48"A.F.F. LCPC 1 LCPD 1 1 1 1 1 1 1 1 1 MBH-7 LP2(L)-68 MBH-8 LP2(L)-70 LP2(R)-34 MBH-9 1 1 1 1 1 LP4(L)-79 AVM-1 1 1 LP4(L)-82,84 PRJ-4 1 LP2(R)-36,38 PRJ-5 1 10 E2.1b MP1-67VP-01 1 TR TR TR TR TR TR TR TR TR TR 1 1 11 1 1 1 1 1 1 TR TR 1 1 1 1 1 C/GFCI C/GFCI LP4(L)-8 AVM-4 1 ## E2.1b 1. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND JUNCTION BOXES. CAP AND LABEL FOR FUTURE INSTALLATION. 2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST FOR SCOREBOARD SUSPENDED FROM JOIST. VERIFY CONNECTION WITH EQUIPMENT SUPPLIER AND FINAL LOCATION WITH OWNER. 3. LOCATION OF SCOREKEEPER'S BOX. VERIFY ALL CONDUIT RUNS TO THIS LOCATION WITH OWNER PRIOR TO CONSTRUCTION. FOR BIDDING PURPOSES, ASSUME (4) 2" CONDUIT RUNS FROM THIS LOCATION TO ADMINISTRATION A102 ROUTE (2) 2" CONDUITS FROM THIS LOCATION TO EACH SCOREBOARD FOR PA, MUSIC, ETC. 4. POWER AND DATA CONNECTIONS SHALL BE RECESSED INTO THE BACKER BOARDS WITH THE ACCESS ON THE NON-ICE SIDE OF THE RINK. 5. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION TO SCOREBOARD CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL LOCATIONS AND ROUTING PRIOR TO ROUGH-IN. 6. LOCATION OF BACKBOARD, WINDOW SHADES AND ROOM DIVIDER SWITCHES. LOCATE SWITCHES IN A RECESSED ENCLOSURE WITH A KEYED HINGED DOOR. ALL SWITCHES TO BE LABELED WITH EQUIPMENT BEING SERVED AND CIRCUIT NUMBER. PROVIDE (4) SETS OF KEYS AND TURN OVER TO OWNER. COORDINATE ROUGH-IN LOCATIONS WITH VENDORS. 7. PROVIDE A HEAVY DUTY 60A, 3PH DISCONNECT SWITCH WITH A COUPLED THREE PHASE RECEPTACLE INTERLOCKED TO HANDLE MECHANISM, EATON DH362UD5WRK OR APPROVED EQUAL. 8. APPROXIMATE LOCATION OF BI-DIRECTIONAL ANTENNA (BDA) SYSTEM ROOF PENETRATION. PROVIDE A 2" ROOF PENETRATION WITH WEATHERHEAD SEAL AND CAP. COORDINATE FINAL LOCATION WITH BDA SYSTEM INSTALLER PRIOR TO ROUGH-IN. 9. FOOD SERVICE EQUIPMENT LOCATED IN WARMING ROOM SHOWN FOR REFERENCE ONLY. REFER TO FOOD SERVICE ELECTRICAL PLANS, SPECIFICATIONS, AND APPROVED SHOP DRAWINGS FOR FINAL REQUIREMENTS. UNLESS OTHERWISE SPECIFIED, EC TO PROVIDE ALL LINE DISCONNECTS, CONDUIT, WIRING, BOXES, SWITCHES, FACEPLATES, BRACKETS, 208V CORDS, PLUGS AND RECEPTACLES AS NECESSARY FOR A COMPLETE INSTALLATION. COORDINATE EXACT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH THE FOOD SERVICE CONTRACTOR PRIOR TO ROUGH-IN. 10. VACCUME PUMP IS LOCATED ON THE MEZZANINE FLOOR. EC SHALL COORDINATE THE LOCATION WITH MECHANICAL DRAWING PRIOR TO INSTALLATION. PLAN NOTES: 1 1. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH MILLWORK AND CASEWORK. 2. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP DRAWINGS PRIOR TO DEVICE ROUGH-IN. 3. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS FOR COORDINATION OF ELECTRICAL DEVICES. 4. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS, SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM GROUNDING. 5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR FEEDERS AND ELECTRICAL EQUIPMENT. 6. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS. 7. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION CABLING. 8. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 9. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2. PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY. COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO ROUGH-IN. 10. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE INSTALLATION WITH THE MC. 11. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS, SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY. 12. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER RESISTANT TYPE, UNLESS NOTED OTHERWISE. 13. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM DAMAGE. 14. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT MULTI-PURPOSE AND WARMING ROOM AREA. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR POWER AND SYSTEMS PLAN B -NE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.1b 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN B -NE QUAD 2 1 2023/11/17 ADDENDUM #1 1 PROJECTION SCREEN AND SWITCH INCLUDED AS PART OF MULT-PURPOSE ARENA VIDEO ADD ALT, I/O BOX AV/MPA-N IS INCLUDED IN BASE BID.1 DN TVSS SSSSSSSSTV TVTVS HE SE SE SE 6 S S S S S S TV TVTVTV TVI I S TV TV SS SS CHECK-IN/RENTAL 107 240 SF DF-4 REF-1 MW-1 COF-2 ELC-1 OFV-6 OFCT-6 EL15 EL16 CSB7 CSB8 HD17 EL23 EL25 EL26 EL27 EL28 GL3 IR-12 IR-13 IR-14 60cd 60cd 110cd 110cd 110cd 60cd 30cd 15cd 75cd 15cd 15cd 15cd 15cd 15cd 15cd 45cd 45cd 44" 44" 44" 60" 44" HD18 SC4 44" SD1 SD2 110cd 110cd 110cd 110cd110cd 15cd 15cd 110cd 110cd 110cd 110cd 15cd PMS15cd5 E2.1c 6 E2.1c 7 E2.1c CMMMCMCM4 E2.1c CONCESSIONS 115 (B) OFFICE 111 SKATE RENTAL 108 VESTIBULE 100 MAIN LOBBY 101 MEETING ROOM (A) 102 MEETING ROOM (B) 103 STOR 104 FIRST AID 105 LOBBY / LINK 155 GEN STORAGE 153 ELEV 152 BREAKROOM 109 OFFICE 110 ADMIN 112 CPY 1 LP4(L)-39 LP4(L)-41 LP4(L)-41 LP4(L)-39 LP4(L)-30 MULTI-USE CONVENTION SPACE 156 MULTI-PURPOSE AREA 154 MAIN LOBBY 101 LP1(L)-7 LP1(L)-7 LP1(L)-7 LP4(L)-1 LP1(L)-7 LP1(L)-11 LP1(L)-16 LP1(L)-13 LP4(L)-42 LP4(L)-42 LP4(L)-44 LP4(L)-44 LP4(L)-45 LP4(L)-46LP4(L)-30 LP4(L)-30 LP4(L)-30 LP4(L)-30 LP4(L)-44 LP1(L)-18 LP1(L)-15 LP4(L)-1 LP1(L)-17 LP1(L)-22 LP1(L)-26 LP1(L)-26 LP1(L)-26 LP1(L)-21 LP1(L)-21 LP1(L)-26 LP1(L)-26 LP1(L)-24 LP1(L)-29 LP1(L)-34 LP1(L)-31 LP1(L)-36LP1(L)-21LP1(L)-21LP1(L)-21 LP1(L)-21 LP1(L)-20 LP1(L)-43 LP1(L)-43 LP1(L)-27 LP1(L)-32 LP4(L)-1 LP1(L)-22 LP1(L)-22 LP1(L)-22 LP1(L)-22 LP1(L)-22 LP1(L)-23LP1(L)-23 LP1(L)-28 LP1(L)-23 LP1(L)-23LP1(L)-24 LP1(L)-24 LP1(L)-24LP1(L)-24 LP1(L)-24 LP1(L)-26 LP1(L)-21 LP1(L)-35 LP1(L)-35 LP1(L)-35 LP1(L)-35 LP1(L)-35 LP1(L)-38 LP1(L)-38 LP1(L)-38LP1(L)-33LP1(L)-31 LP1(L)-31 LP2(L)-2 LP2(L)-2 LP2(L)-1 LP1(L)-25 LP1(L)-30 LP1(L)-23 LP4(L)-48 LP2(L)-43 LP2(L)-10 LP2(L)-10 LP2(L)-10 LP2(L)-57 LP2(L)-56 LP2(L)-42 A B E F G HCD 4 5 6 7 F.3 F.9 G.8 9 VAV 1-8 DP2-13,15,17 021 024DCELCR CR DC EL FS-50-1 LP1(L)-40 LP1(L)-37 ELC1 ELC2 FS-48-2 FS-73 FS-49-1 LP2(L)-41 LP2(L)-59,61 LP2(L)-65 60" LP5-37 ESP-1 LP4(L)-47 OFCT-18 LP2(L)-45 IT30A3 LP1(L)-26 ELC3 ELC4 COPY AREA 112 (A) LOCKER ALCOVE 101 (A) SC7 KK PW-3 PW-4 K K ST2 ST5 ST3 PRS-3 PRJ-3 STG-3-1 LP1(L)-10 8 5.8 LP1(L)-14 LP1(L)-42 LP5-23,25,27 LP5-22,24,26 LP1(L)-9 LP5-29,31,33 LP1(L)-45,47 CPY 2 LP1(L)-46 LP1(L)-19 LP1(L)-19 LP4(L)-49 ELL-1 ELV-1 LP4(L)-50,52,54 VAV 1-9 DP1-19,21,23 VAV 1-10DP1-16 VAV 1-11DP1-18 VAV 1-12 DP1-20 VAV 1-13 DP1-8 VAV 1-14 DP1-2,4,6 VAV 1-15 DP1-1 VAV 1-16 DP1-3 VAV 1-17 DP1-5 MP1-14 IR-14 IR-13 MP1-13 IR-12 MP1-12 42" 42" LP5-30 LP5-30 LP5-30 LP5-32 LP5-32 LP5-39 LP5-39 LP2(L)-3 FS-54 LP2(L)-7 C/GFCI LP5-32 LP5-32 LP5-30 F.4 F.6 E7.8 1 007 008 009 010 017 022 023 025 026 6 E2.1b 8 E2.1c SBP-5 LP6-1,3,5 9 E2.1c MS-1 LP1(L)-12 MBH-1 LP1(L)-52 MBH-2 LP1(L)-52 LP5-1 GFCI GFCI LP1(L)-22 LP1(L)-21 SBP-6 LP6-7,9,11 SBP-7LP6-2,4,6 9 E2.1c 9 E2.1c LP1(L)-50 FAAP MS4 LP5-55 LP1(L)-57 OD-6 15cd WOMENS 106B MENS 106A GFCI GFCILP1(L)-22 OFCT-19 LP1(L)-59 HD36HD35 LP1(L)-61LP1(L)-62 LP1(L)-48LP1(L)-48 HT-2 LP5-59,61 HT-3 LP5-62,64 MS MS FAMILY RR 106 LP1(L)-38 44" 44" LP5-39 LP5-39 LP5-39 LP5-39 LP5-39 LP5-39 DB C/GFCI C/GFCI 15cd LP5-63 LP5-63 OFCT-20 OFV-21 4 E2.1b 3 E2.1b5 E2.1b 10 E2.1c 1 E2.1c 5 E2.1c 1 E2.1c 1 E2.1c 1 E2.1c LCPB TR TR TR TR TRTR TR TR TR TR TR TR TR TR 1 1 MBH-7 LP2(L)-68 1 1 LP1(L)-69 MS9MS8 LP1(L)-70 MS7 LP1(L)-71 MS6 LP1(L)-72 LP1(L)-73 MS10 1 1 1 1 EUH-2 MP1-52,54,56 1 MP1-55,57,59 EUH-3 1 1 1 FS-64 TR TR LP4(L)-79 AVM-1 1 1 1 LP4(L)-80 AVM-2 AVM-3 LP4(L)-811 1 LP1(L)-19 LP1(L)-431 1 TR TR TRTR 1 TR TR 1 1 1 1 1 11 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 LP2(R)-33,35 FS-66 LP2(L)-66 FS-67 ## E2.1c 1. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND JUNCTION BOXES. CAP AND LABEL FOR FUTURE INSTALLATION. 2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST FOR SCOREBOARD SUSPENDED FROM JOIST. VERIFY CONNECTION WITH EQUIPMENT SUPPLIER AND FINAL LOCATION WITH OWNER. 3. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION TO SCOREBOARD CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL LOCATIONS AND ROUTING PRIOR TO ROUGH-IN. 4. ELEVATOR CONTROLLER. COORDINATE FINAL LOCATION WITH ELEVATOR INSTALLER. 5. ELEVATOR FUSIBLE SHUNT TRIP DISCONNECT; BUSSMAN POWER MODULE (PMS) OR APPROVED EQUAL. 6. PROVIDE CONTROL AND MONITOR MODULES FOR ELEVATOR RECALL AND TO SHUNT-TRIP POWER TO ELEVATOR AS NECESSARY. 7. PROVIDE MONITOR MODULE TO MONITOR ELEVATOR 120V SHUNT-TRIP POWER. 8. LOCATION OF BACKBOARD, WINDOW SHADES AND ROOM DIVIDER SWITCHES. LOCATE SWITCHES IN A RECESSED ENCLOSURE WITH A KEYED HINGED DOOR. ALL SWITCHES TO BE LABELED WITH EQUIPMENT BEING SERVED AND CIRCUIT NUMBER. PROVIDE (4) SETS OF KEYS AND TURN OVER TO OWNER. COORDINATE ROUGH-IN LOCATIONS WITH VENDORS. 9. PROVIDE A HEAVY DUTY 60A, 3PH DISCONNECT SWITCH WITH A COUPLED THREE PHASE RECEPTACLE INTERLOCKED TO HANDLE MECHANISM, EATON DH362UD5WRK OR APPROVED EQUAL. 10. PROVIDE A TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING COMPLYING WITH THE INTERNATIONAL BUILDING CODE. REFER TO DETAIL 5, SHEET E6.1. PLAN NOTES: 1. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH MILLWORK AND CASEWORK. 2. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP DRAWINGS PRIOR TO DEVICE ROUGH-IN. 3. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS FOR COORDINATION OF ELECTRICAL DEVICES. 4. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS, SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM GROUNDING. 5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR FEEDERS AND ELECTRICAL EQUIPMENT. 6. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS. 7. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION CABLING. 8. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 9. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2. PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY. COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO ROUGH-IN. 10. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE INSTALLATION WITH THE MC. 11. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS, SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY. 12. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER RESISTANT TYPE, UNLESS NOTED OTHERWISE. 13. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM DAMAGE. 14. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT MULTI-PURPOSE AND WARMING ROOM AREA. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR POWER AND SYSTEMS PLAN C -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.1c 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN C -NW QUAD 1 2023/11/17 ADDENDUM #1 DN TV SSS S SSS S HE SE SE SE S S S S S S SS S SSDF-5 DF-3 DF-2 GWH-2 CP-2 GWH-3 ELC-1 OFV-16 OFV-17 OFV-11 OFV-9 OFV-19 OFCT-17 OFCT-16 OFCT-14 OFCT-15 OFCT-13 OFCT-12 30cd 96" EL8EL7 CSB3 CSB4 HD3 CR ES E DC 15cd 15cd 30cd 30cd 30cd 30cd 30cd 30cd 15cd 15cd 15cd 15cd 75cd 75cd EL19 EL18 EL17 GFCI HD10 LP2(L) T-2 DP2 HL2 EL21EL20 EL22 GL2 IR-5 IR-6IR-8 IR-7 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd15cd15cd SC2 11'-0"11'-0" SD3 IT30A4 IT30A5 60cd 110cd 110cd 110cd GB VAV 1-3 110cd 110cd ELEV PMS15cd5 E2.1c 6 E2.1c 7 E2.1c CMMMCMCM4 E2.1c J.C. 114 CONCESSIONS 115 (B) BEER SALES 116 ICE ARENA LOBBY 117 MEN'S 121 TRAINING 129 UNISEX TLT 128 TEAM ROOM 4 127 TEAM ROOM 5 126 WET TEAM ROOM 3 125 WET TEAM RR 124 WET TEAM ROOM 4 123 IT 150 TEAM ROOM 3 149 TEAM ROOM 1 147 TEAM ROOM 2 148 J.C. 142 REFEREE 145 REFEREE RR 146 ICE RINK CIRCULATION 151 PASSAGE 144 ELEV 152 CP-3 GFCI LP3(L)-18 LP3(L)-18 LP3(L)-22 LP3(L)-56 LP3(L)-59 LP3(L)-60 LP3(L)-56 LP3(L)-43 LP3(L)-45 LP3(L)-46 LP3(L)-48LP3(L)-43 LP3(L)-34 LP4(L)-30 LP4(L)-30 LP2(L)-2 LP2(L)-2 LP2(L)-2 LP2(L)-2 GFCI GFCI DIS-1 DIS-2 LP3(L)-10LP3(L)-62LP3(L)-63 LP3(L)-10 LP3(L)-64LP3(L)-65 LP3(L)-67 LP2(L)-39 LP2(L)-39 LP2(L)-39 LP2(L)-34 LP2(L)-31 LP2(L)-36 LP2(L)-32LP2(L)-33 LP2(L)-37 LP2(L)-38 LP2(L)-35 LP2(L)-1 LP2(L)-51 LP2(L)-52 LP2(L)-55 LP2(L)-55 LP2(L)-4 LP2(L)-4 LP2(L)-5 LP2(L)-4 LP2(L)-4 LP2(L)-4 LP2(L)-26 LP2(L)-27 LP2(L)-25 LP2(L)-14 LP2(L)-19 LP2(L)-20 LP2(L)-25 LP2(L)-13 LP2(L)-6 LP2(L)-29 LP2(L)-30 LP2(L)-28 LP2(L)-6 LP2(L)-23 LP2(L)-72 LP2(L)-15 LP2(L)-17LP2(L)-16 LP2(L)-18 LP2(L)-25 LP2(L)-24 LP2(L)-6 LP2(L)-9LP2(L)-11LP2(L)-12 LP2(L)-8 LP2(L)-9 LP2(L)-9 LP2(L)-6 LP2(L)-9 LP2(L)-9 LP4(L)-48 LP2(L)-42 LP2(L)-43 LP2(L)-10 LP2(L)-10 LP2(L)-10 LP3(L)-21 LP2(L)-54 LP2(L)-47LP2(L)-49 LP2(L)-46 LP2(L)-57 LP2(L)-56 LP2(L)-56 LP2(L)-42 H J K M P QN 5 6 7 G.8 L.6 M.4 9 VAV 1-1DP2-1 DP2-3 VAV 1-4 VAV 1-6 VAV 1-7 VAV 1-8 DP2-8,10,12 DP2-14,16,18 DP2-19,21,23 DP2-13,15,17 LP3(L)-66 LP3(L)-66 LP3(L)-66 029 027 030 CR E EL DC KY KY FOOD PREP 115 (A) CR DC EL LP2(L)-42 FS-50-1 FS-63-1 FS-63-2 FS-63-3 FS-50-2 LP2(L)-48 LP1(L)-40 LP1(L)-37 ELC1 ELC2 FS-48-2 FS-60 FS-73 FS-49-1 FS-49-2LP2(L)-41 LP2(L)-50 FS-48-1 FS-61 LP2(L)-53 LP2(L)-58 LP2(L)-58 LP2(L)-59,61 LP2(L)-60,62 LP2(L)-65 LP3(L)-19 MP1-15 LP5-37 ESP-1 LP4(L)-47 LP2(L)-67 LP2(L)-69 OFV-15 OFV-13OFV-12 OFV-18 LP2(L)-40 OFCT-10 OFCT-8 LP3(L)-47 LP2(L)-44 OFV-20 OFV-14OFCT-18 LP2(L)-45 LP2(L)-71 LP2(L)-22 ELECTRICAL 113 LP2(L)-73 MP1-16 HD19 ELC5 ELC6 LP3(L)-61 LP3(L)-61 LP3(L)-61 LOCKER ALCOVE 101 (A)HD11HD13 HD12 HD14 LP2(L)-21HD15 HD16 GFCI HD20 8 L M.3 5.8 12 LP4(L)-49 ELL-1 ELV-1 LP4(L)-50,52,54 LS2 VESTIBULE 118 VAV 1-5DP2-43 MP1-14 IR-14 MP1-8 IR-8 MP1-7 IR-7 MP1-6IR-6 IR-5 MP1-5 LP2(L)-3 FS-54 LP2(L)-7 LP2(L)-7 C/GFCI C/GFCI HD21 LP2(L)-74 HD22 LP2(L)-76 L.4 L.8 E7.6 1 019 020 018 016 017 028 SBP-7 LP6-2,4,6 9 E2.1c LP2(L)-75LP2(L)-75 LP2(L)-75 GFCIGFCI GFCI +48" +48"+48"LP2(L)-77LP2(L)-77 GFCIGFCI +48"+48" LP1(L)-4 LP1(L)-4 LP1(L)-4 LP1(L)-4 LP1(L)-60 LP1(L)-60 LP3(L)-77 LP3(L)-77 15cd LP2(L)-78HD32 LP2(L)-79 HD33 LP2(L)-82HD39HD34 LP2(L)-80 LP1(L)-48LP1(L)-48 HT-4 LP1(L)-63,65 HT-5LP5-66,68 WELLNESS ROOM 119 FAMILY RESTROOM 120 HD40 LP2(L)-81 15cd LP2(R) MERCYHEALTH ARENA 136 HD41 LP2(L)-83 YH COACH 143 DRY STORAGE 115 (C) WOMENS 122 7 E2.1d 4 E2.1A 5 E2.1A 4 E2.1b 3 E2.1b 6 E2.1A 10 E2.1c 1 E2.1c 3 E2.1D 1 E2.1D 1 E2.1D 2 E2.1D4 E2.1D 4 E2.1D 1 E2.1D 1 E2.1D 6 E2.1D 6 E2.1D 5 E2.1D 5 E2.1D LCPB 1 1 1 1 1 1 1 GFCI 1 LP1(L)-74 MS11 LP1(L)-75 MS12 LP1(L)-76 MS13 MS-14 LP1(L)-77 MS15 LP1(L)-78 ADO-1 LP1(L)-79 1 1 MP1-49,51,53 EUH-11 MP1-23 EUH-41 1 1 FS-64 LP2(L)-63 1 GFCI GFCI GFCI GFCI GFCI GFCI 1 1 1 1 1 TR 1 TR TR 1 TR TR TR TR TR TR TR TR TR TR TR TRTRTR TR TR 1 1 1 1 1 1 1 11 1 1 1 1 1 8 E2.1D1 LP2(L)-64 LP2(L)-64 LP2(L)-64 LP2(L)-64 1 LP2(R)-33,35 FS-66 1 LP2(L)-66 FS-67 ## E2.1d 1. FUTURE INFRARED HEATING SYSTEM. PROVIDE WIRING, CONDUIT, AND JUNCTION BOXES. CAP AND LABEL FOR FUTURE INSTALLATION. 2. PROVIDE 120V CONNECTION TO SCOREBOARD. MOUNT JBOX ON BAR JOIST FOR SCOREBOARD SUSPENDED FROM JOIST. VERIFY CONNECTION WITH EQUIPMENT SUPPLIER AND FINAL LOCATION WITH OWNER. 3. PROVIDE A 1" CONDUIT FROM THIS CENTER RINK SCOREBOARD LOCATION TO SCOREBOARD CONTROL LOCATION IN IT ROOM B115. CONFIRM ALL LOCATIONS AND ROUTING PRIOR TO ROUGH-IN. 4. FUTURE POWERED SIGNAGE. COORDINATE FINAL LOCATION WITH OWNER AND ARCHITECT. COORDINATE POWER REQUIREMENTS WITH SIGN MANUFACTURER(S). 5. PROVIDE NEW CEILING MOUNTED JUNCTION BOXES AND A DEDICATED 120- VOLT, 20A CIRCUIT FOR NEW ELECTRICALLY CONTROLLED LOCKS ON THESE DOORS. COORDINATE WITH ARCHITECT FOR FINAL ELECTRICAL REQUIREMENTS. 6. WET TEAM ROOM 124. KEY LOCKS TO BE USED TO ENTER ROOM. VIA CARD ACCESS PROGRAMMING, FIRST KEY ENTRANCE TO ROOM WILL DIS-ENGAGE OPPOSITE TEAM ENTRANCE DOOR/KEY. ONCE KEY IS REMOVED AND SWITCH BACK TO NORMAL POSITION SYSTEM IS RESET. 7. IF ALTERNATE IS TAKEN, ADJUST CAMERA LOCATION(S) ACCORDINGLY. 8. EC SHALL COORDINATE WITH THE SITE CONDITIONS AND HANG THE TRANSFORMER FROM THE CEILING. PLAN NOTES: 1 1. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH MILLWORK AND CASEWORK. 2. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL WORKSTATIONS WITH FINAL FURNITURE PLANS AND APPROVED SHOP DRAWINGS PRIOR TO DEVICE ROUGH-IN. 3. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS FOR COORDINATION OF ELECTRICAL DEVICES. 4. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS, SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM GROUNDING. 5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION FOR FEEDERS AND ELECTRICAL EQUIPMENT. 6. PROVIDED 1-1/4" EMPTY CONDUITS WITH PULLSTRING FOR ALL TELECOMMUNICATION AND ACCESS CONTROL ROUGH-INS. 7. FOR ALL TV LOCATIONS, PROVIDE 1-1/4" EMPTY CONDUIT WITH PULLSTRING ROUGH-IN TO SUPPORT COAX AND TELECOMMUNIATION CABLING. 8. ALL DEVICES SHALL BE COORDINATED WITH FURNITURE LAYOUT AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 9. PROVIDE ACCESS CONTROL ROUGH-IN PER DETAIL 4, SHEET E6.2. PROVIDE 20A, 120V CIRCUIT FOR POWER SUPPLY AS NECESSARY. COORDINATE INSTALLATION WITH SECURITY VENDOR PRIOR TO ROUGH-IN. 10. COMBINATION FIRE SMOKE DAMPER ACTUATORS SHALL BE BY THE MC. PROVIDE A 20A, 120V CIRCUIT. REFER TO THE MECHANICAL FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. COORDINATE INSTALLATION WITH THE MC. 11. IT SHALL BE THE RESPONSIBILITY OF THE DIV. 26 CONTRACTOR TO PROVIDE ALL BACK BOXES, CONDUIT, AND CONDUIT SLEEVES FOR OWNER PROVIDED LOW VOLTAGE SYSTEMS SUCH AS TELECOMMUNICATIONS, CCTV, ACCESS CONTROLS, INTRUSION ALARM DETECTION, AND DISTRIBUTED ANTENNA SYSTEM (DAS) AS SYSTEMS PROVIDED BY OTHERS. COORDINATE THE REQUIRED WORK AND FINAL DEVICE LOCATIONS WITH THE TELECOMMUNICATIONS, SECURITY, ACCESS CONTROLS, AND DAS VENDORS AS NECESSARY. 12. RECEPTACLES LOCATED IN AREAS OF CHILDREN SHALL BE TAMPER RESISTANT TYPE, UNLESS NOTED OTHERWISE. 13. ALL FIRE ALARM DEVICES LOCATED IN MULTI-PURPOSE AREA SHALL HAVE WIRE GUARDS OR SHIELDING TO PROTECT THE DEVICES FROM DAMAGE. 14. PROVIDE STAINLESS STEEL FINISH DEVICE PLATES THROUGHOUT MULTI-PURPOSE AND WARMING ROOM AREA AND TEAM ROOM'S. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated FIRST FLOOR POWER AND SYSTEMS PLAN D -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.1d 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR POWER AND SYSTEMS PLAN D -SW QUAD 1 2023/11/17 ADDENDUM #1 TVSS SS## E2.2a 1. COMBINATION RECEPTACLE AND USB POWER STRIP MOUNTED TO BASE OF DRINK RAIL. EC TO FIELD VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH-IN. REFER TO DETAIL 8/E6.2 FOR ADDITIONAL INFORMATION. PLAN NOTES: H J K M P QN 1 2 3 G.8 L.6 M.4LM.3L.4 L.8 SPONSOR SUITE 202 PRESS BOX 203 MEZZANINE 201 MERCYHEALTH ARENA SOUTH SEATING 136 (B) MERCYHEALTH ARENA NORTH SEATING 136 (A) CORNER SUITE 205 ADA AND COMPANION 206 ADA AND COMPANION 209 AV CLOSET 210 92" AFF. (TYP.) 1 E2.2a CKT# LP4(L) -63 LP2(R)-29 LP2(R)-30 U/CR-6 LP2(R)-29 LP2(R)-29 LP2(R)-29 LP2(R)-29 LP2(R)-29 CKT# LP4(L) -62 CKT# LP4(L) -58 CKT# LP4(L) -59 CKT# LP4(L) -60 CKT# LP4(L) -61 CKT# LP4(L) -26 CKT# LP4(L) -51 CKT# LP4(L) -55 CKT# LP4(L) -56 CKT# LP4(L) -57 CKT# LP3(L) -69 CKT# LP3(L) -70 CKT# LP3(L) -71 CKT# LP3(L) -72 CKT# LP3(L) -73 CKT# LP3(L) -74 CKT# LP3(L) -75 CKT# LP3(L) -76 CKT# LP4(L) -65 CKT# LP4(L) -66 CKT# LP4(L) -67 CKT# LP4(L) -68 LP2(R)-31 LP2(R)-31 CKT# LP3(R) -2 CKT# LP3(R) -3 CKT# LP3(R) -4 CKT# LP3(R) -5 CKT# LP3(R) -6 CKT# LP3(R) -7 CKT# LP3(R) -8 CKT# LP3(R) -9 CKT# LP3(R) -10 CKT# LP3(R) -12 CKT# LP3(R) -13CKT# LP3(R) -11 CKT# LP2(R) -22 AV-6LP2(R)-32 CKT# LP4(L) -64 CKT# LP3(R) -14 CKT# LP3(R) -1 1 E2.2a 1 E2.2a 1 E2.2a 1 E2.2a 1 E2.2a 1 E2.2a 1 E2.2a 1 E2.2a 1 E2.2a VP-03 VP-02 1 1 1 LP4(L)-71 AV-5 MP1-70 MP1-69 1 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE POWER AND SYSTEMS PLAN A -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.2a 10/04/2023 220025.00 C2023-15 1 2023/11/17 ADDENDUM #1 1/8" = 1'-0"2 MEZZANINE POWER AND SYSTEMS PLAN A -SE QUAD 1 TVSS## E2.2b 1. COMBINATION RECEPTACLE AND USB POWER STRIP MOUNTED TO BASE OF DRINK RAIL. EC TO FIELD VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH-IN. REFER TO DETAIL 8/E6.2 FOR ADDITIONAL INFORMATION. PLAN NOTES: H J K M P QN 5 6 7 G.8 L.6 M.4 9 8 L M.3 5.8 12 L.4 L.8 ELEV 152 ROOF ACCESS 204 ADA AND COMPANION 207 CORNER SUITE208AV CLOSET 210 CKT# LP2(R) -26 CKT# LP2(R) -25 CKT# LP2(R) -23CKT# LP2(R) -24 CKT# LP2(R) -28 CKT# LP2(R) -27 LP2(R)-29 LP2(R)-30 U/CR-6 LP2(R)-29 LP2(R)-29 LP2(R)-29 CKT# LP4(L) -66 CKT# LP4(L) -67 CKT# LP4(L) -68 LP2(R)-31 CKT# LP2(R) -20 CKT# LP2(L) -84 CKT# LP2(R) -19 CKT# LP2(R) -18 CKT# LP2(R) -17 CKT# LP2(R) -16 CKT# LP2(R) -15 CKT# LP2(R) -14 CKT# LP2(R) -13 CKT# LP2(R) -12 CKT# LP2(R) -11 CKT# LP2(R) -1 CKT# LP2(R) -2 CKT# LP2(R) -3 CKT# LP2(R) -4 CKT# LP2(R) -5 CKT# LP2(R) -6 CKT# LP2(R) -7 CKT# LP2(R) -8 CKT# LP2(R) -9 CKT# LP2(R) -10 CKT# LP2(R) -21 CKT# LP2(R) -22 AV-6 LP2(R)-32 1 E2.2a 1 E2.2b 1 E2.2b 1 E2.2b 1 E2.2b 1 E2.2b 1 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated MEZZANINE POWER AND SYSTEMS PLAN B -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.2b 10/04/2023 220025.00 C2023-15 1 2023/11/17 ADDENDUM #1 1/8" = 1'-0"1 MEZZANINE POWER AND SYSTEMS PLAN B -SW QUAD A B E F G H J K M P QCDN 1 2 3 4 5 6 7 F.3 F.9 G.8 L.6 M.4 9 8 L M.3 5.8 12 F.4 F.6 L.4 L.8 /1 E1.1b /1 E1.1d /1 E1.1b /1 E1.1a /1 E1.1a /1 E1.1c /1 E1.1d /1 E1.1c 1 1 1 1 1.SHEETS SHOWS THE OVERALL PLAN OF THE BUILDING AND SHOWING THE PARTITION LINE ON THE PLANS DIVIDED INTO FOUR DIFFERENT SMALL PART PLANS. GENERAL NOTES:NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE As indicated ROOF POWER AND SYSTEMS PLAN -OVERALL WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.3 10/04/2023 220025.00 C2023-15 1/16" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN -OVERALL 1 2023/11/17 ADDENDUM #1 1 S SS CU-01 F-5 F-6 ERV 4 ERV 1 ERV 5 H J K M P QN 1 2 3 G.8 L.6 M.4 DP2-31,33,35 DP3-14,16,18 MP1-25 DP3-8,10,12 DP3-2,4,6 DP2-32,34,36 L M.3 MP1-28,30 AC 2B CU1 MCC-8 RTU 12 DP3-19,21,23 MP1-33 WP/GFCI MP1-20 WP/GFCI MP1-33 WP/GFCI MP1-33 WP/GFCI WP/GFCIWP/GFCI MP1-20MP1-20 WP/GFCI MP1-20 L.4 L.8 MP1-41,43 AC 6B MP1-48,50 AC 4B DHU 1 DP3-44,46,48 ERV 6 DP2-37,39,41 1 1 CR 1 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE 1/8" = 1'-0" ROOF POWER AND SYSTEMS PLAN A -SE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.3a 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN A -SE QUAD 1 2023/11/17 ADDENDUM #1 S S S S SSSSSS SSRTU 8 RTU 9 RTU 7 F-4 RTU 10 RTU 11 RTU 6 RTU 5 RTU 4 A B E F G HCD 1 2 3 F.3 F.9 G.8 DP1-31,33,35 DP4-1,3,5 DP4-2,4,6 DP3-38,40,42 DP3-13,15,17 MP1-24 DP3-1,3,5DP3-37,39,41 DP3-31,33,35 DHU 2 RTU 12 DP3-19,21,23 DP3-49,51,53 WP/GFCI MP1-38 MP1-38 WP/GFCI MP1-38 WP/GFCI MP1-38 WP/GFCI MP1-38 WP/GFCIMP1-38 WP/GFCI MP1-37 WP/GFCI MP1-37 WP/GFCI MP1-37 WP/GFCI MP1-37 WP/GFCI WP/GFCI MP1-20 F.4 F.6 AC 5B MP1-40,42 F-9 DP3-43,45,47 MP1-48,50 AC 4B ES DC CR 1 1 1 1 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE 1/8" = 1'-0" ROOF POWER AND SYSTEMS PLAN B -NE QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.3b 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN B -NE QUAD 1 2023/11/17 ADDENDUM #1 SESSSSSS SSRTU 4 F-1 RTU 3 RTU 2 RTU 1 AC 1B A B E F G HCD 4 5 6 7 F.3 F.9 G.8 9 MP1-29,31 MP1-21 DP1-31,33,35 DP4-7,9,11 DP1-7,9,11 DP1-10,12,14 8 5.8 MP1-37 WP/GFCI MP1-37 WP/GFCI MP1-37 WP/GFCI MP1-39 WP/GFCI MP1-39 WP/GFCI MP1-39 WP/GFCI F.4 F.6 AC 3B MP1-44,46 RTU 13 DP1-34,36,38 1 1 1 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE 1/8" = 1'-0" ROOF POWER AND SYSTEMS PLAN C -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.3c 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN C -NW QUAD 1 2023/11/17 ADDENDUM #1 HE SE SE F-3 ERV 2 ERV 3 F-2 AC 1B H J K M P QN 5 6 7 G.8 L.6 M.4 9 MP1-29,31 DP2-25,27,29 DP2-26,28,30 MP1-22 DP2-2,4,6 8 L M.3 5.8 12 MP1-39 WP/GFCI MP1-35 WP/GFCI WP/GFCI MP1-35 MP1-35 WP/GFCI MP1-35 WP/GFCI L.4 L.8 AC 3B MP1-44,46 AC 7B MP1-45,47 ERV 6 DP2-37,39,41 1 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: SENE NW SW BUILDING DIAGRAM NOT TO SCALE 1/8" = 1'-0" ROOF POWER AND SYSTEMS PLAN D -SW QUAD WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E2.3d 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"1 ROOF POWER AND SYSTEMS PLAN D -SW QUAD 1 2023/11/17 ADDENDUM #1 LIGHTING CONTROL PANEL "A" (LCPA) SCHEDULE CONTROL CIRCUIT HL3 : 1 LCP CONTACT # CIRCUIT/CONTRACTOR CONTROLLED BY LCP CONTACT OVERRIDE SWITCH DESIGNATION PROPOSED ON/OFF SCHEDULE PROGRAM LOAD DESCRIPTION SEE NOTE 1 2 3 4 5 6 7 SEE DWG 1,2 2,3 A21,A22,A23,A37,A38 CORRIDOR 130/135/144 LTG. A24,A25,29 ARENA HIGHBAYS 1,2 SEE DWG A27 1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS. 2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION. THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY. LIGHTING CONTROL PANEL NOTES: TIMECLOCK ON/OFF SWITCH ON/OFF SEE DWG SEE DWG SEE DWG SEE DWG TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF ARENA HIGHBAYS ARENA HIGHBAYS ARENA HIGHBAYS 1,2 1,2 1,2 1,2 SEE DWG A26 TIMECLOCK ON/OFF SWITCH ON/OFF ARENA NORTH SEATING LTG. A24,A25,29 A24,A25,29 A24,A25,29 1,2TIMECLOCK ON/OFF SWITCH ON/OFF ARENA SOUTH SEATING LTG. LIGHTING CONTROL PANEL "B" (LCPB) SCHEDULE CONTROL CIRCUIT HL2 : 14 LCP CONTACT # CIRCUIT/CONTRACTOR CONTROLLED BY LCP CONTACT OVERRIDE SWITCH DESIGNATION PROPOSED ON/OFF SCHEDULE PROGRAM LOAD DESCRIPTION SEE NOTE 1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS. 2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION. THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY. LIGHTING CONTROL PANEL NOTES: LIGHTING CONTROL PANEL "C" (LCPC) SCHEDULE CONTROL CIRCUIT HL1 : 20 LCP CONTACT # CIRCUIT/CONTRACTOR CONTROLLED BY LCP CONTACT OVERRIDE SWITCH DESIGNATION PROPOSED ON/OFF SCHEDULE PROGRAM LOAD DESCRIPTION SEE NOTE 1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS. 2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION. THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY. 3. LOCATE OVERRIDE SWITCH ADACENT TO LIGHTING CONTROL PANEL AND LABEL AS "EXT BLDG LTG NORTH". LIGHTING CONTROL PANEL NOTES: LIGHTING CONTROL PANEL "D" (LCPD) SCHEDULE CONTROL CIRCUIT HL4 : 10 LCP CONTACT # CIRCUIT/CONTRACTOR CONTROLLED BY LCP CONTACT OVERRIDE SWITCH DESIGNATION PROPOSED ON/OFF SCHEDULE PROGRAM LOAD DESCRIPTION SEE NOTE 1. SWITCH SHALL BE PROGRAMMED "SWITCH ON ONLY" DURING NORMAL BUILDING HOURS. 2. THIS LIGHTING CONTROL RELAY IS SINGLE POLE. REFER TO EMERGENCY LIFE SAFETY SWITCHING/DIMMING CIRCUIT DETAIL FOR WIRING INFORMATION. THE LIFE SAFETY AND NORMAL CIRCUITS INDICATED ARE SHOWN FOR REFERENCE ONLY. THE NORMAL CIRCUIT SHALL BE CONTROLLED VIA THE LIGHTING CONTROL PANEL. THE LIFESAFETY CIRCUIT SHALL BE CONTROLLED VIA THE UL924 RELAY. 3. LOCATE OVERRIDE SWITCH ADACENT TO LIGHTING CONTROL PANEL AND LABEL AS "EXT BLDG LTG SOUTH". 4. LOCATE OVERRIDE SWITCH ADJACENT TO LIGHTING CONTROL PANEL AND LABEL AS "POLE LTG". LIGHTING CONTROL PANEL NOTES: 8 9 10 11 12 13 14 15 16 SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE 1 SEE DWG A3,A4,A30 LOBBY LINK 155 LTG. 1,2 TIMECLOCK ON/OFF SWITCH ON/OFF 2 SEE DWG A5 MALL CONNECTION 164 LTG.1,2TIMECLOCK ON/OFF SWITCH ON/OFF 3 4 5 SEE DWGS A8,A9,A10 CONVENTION 156 LTG. 1,2 SEE DWG A11,A12,A13,A14 1,2 SEE DWG A15,A16,A17 1,2 TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF CONVENTION 156 LTG. CONVENTION 156 LTG. 6 SEE DWG A31,A32,A33 CONVENTION 156 LTG. (ADD ALT.)TIMECLOCK ON/OFF SWITCH ON/OFF 1,2 7 8 9 10 11 12 SEE DWG A18,A19 SEE DWG A18,A19 SEE DWG A18,A19 A20 A20 A20 TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF 1,2 1,2 1,2 MULTIPURPOSE 154 LTG. MULTIPURPOSE 154 LTG. MULTIPURPOSE 154 LTG. SEE DWG SEE DWG SEE DWG TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF MULTIPURPOSE 154 LTG. MULTIPURPOSE 154 LTG. MULTIPURPOSE 154 LTG. 1,2 1,2 1,2 14-20 21-24 SPARE SPACE 1 SEE DWG A1 TIMECLOCK ON/OFF SWITCH ON/OFF VEST 100/LOBBY 101 LINEAR LTG 2 2 3 SEE DWG A1 LOBBY 101 PENDANTS SEE DWG A1 LOBBY 101 CYLINDER DNLTS. 2 TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF 13 SEE DWG A28,A34 TIMECLOCK ON/OFF SWITCH ON/OFF MULTIPURPOSE CIRC. LTG. 1,2 5 6 7 8 9 10 11 12 13 14 15 16 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE 1 2 SEE DWG A2 LOBBY 117 PENDANTS 2 SEE DWG A2 LOBBY 117 CYLINDER DNLTS. 2 TIMECLOCK ON/OFF SWITCH ON/OFF TIMECLOCK ON/OFF SWITCH ON/OFF 4 SEE DWG 6 7 8 9 10 11 12 13 14 15 16 SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE A6 P.C. ON / T.C. OFF SWITCH ON/OFF EXTERIOR BLDG MOUNTED LTG 2,3 3 SEE DWG A37 P.C. ON / T.C. OFF SWITCH ON/OFF EXTERIOR BLDG MOUNTED LTG 2,3 4 5 SEE DWGS A7 SIDEWALK POLE FIXTS 4 SEE DWGS A7 PARKING LOT POLE FIXTS 4 P.C. ON / T.C. OFF SWITCH ON/OFF P.C. ON / T.C. OFF SWITCH ON/OFF 1 11 1 SEE DWGS A40 MONUMENT SIGNTIMECLOCK ON/OFF SWITCH ON/OFF 4 ABBREVIATIONS: EXP LIG GYP VER EXPOSED STRUCTURE LAY-IN GRID GYPSUM BOARD VERIFY REC SURF PEND AC RECESSED SURFACE PENDANT AIRCRAFT CABLE SUSP. WM GRD CONC BASE MTD WALL MOUNTED GROUND CONCRETE BASE MOUNTED STD SPEC AR NA STANDARD SPECIAL AS REQUIRED NOT APPLICABLE VAR LAS DRV DDRV VARIES LENGTH AS SHOWN LED DRIVER LED DIMMABLE DRIVER OPTIONS/ACCESSORIES CODE LISTING: 1. 0.125" PATTERN 12 ACRYLIC LENS 2. 0.156" PATTERN 19 ACRYLIC LENS 3. FLUSH STEEL DOOR FRAME 4. FLUSH ALUMINUM DOOR FRAME 5. SEMI-SPECULAR REFLECTOR 6. LOW IRIDESCENT REFLECTOR 7. REFLECTOR MATCHING TRIM RING 8. DAMP LOCATION LISTED 9. WET LOCATION LISTED 10. STD. FINISH TO BE SELECTED BY ARCHITECT 11. CUSTOM COLOR 12. FURNISH w / CHAIN HANGERS 13. FURNISH w / STEM/SWIVEL CANOPY 14. FURNISH w / AIRCRAFT CABLE 15. FURNISH w / NEMA HOOK, CORD & PLUG 16. FURNISH w / SAFETY CHAIN 17. FURNISH w / WIREGUARD 18. FURNISH w / AUXILIARY EMERGENCY DRIVER 19. FURNISH w / INTEGRAL PHOTOCELL 20. FURNISH WITH UNIVERSAL ARROWS AND RED STENCIL FACE 21. FURNISH w / LEAD CALCIUM BATTERY 22. FURNISH w / NICAD BATTERY 23. FURNISH w / SELF DIAGNOSTICS 24. FURNISH w / LED DRIVER, NON-DIMMED 25. FURNISH w / LED DRIVER, STEP-DIMMED 26. FURNISH w / LED DRIVER, DIMMABLE TO 10% 27. FURNISH w / LED DRIVER, DIMMABLE TO 5% 28. FURNISH w / LED DRIVER, DIMMABLE TO 1% 29. FURNISH w / LED DRIVER, DIMMABLE TO 0.1% 30. FURNISH w / PAINT AFTER FABRICATION LIGHTING FIXTURE SCHEDULE NOTES: NOTES LF1 - LF18 ARE GENERAL NOTES APPLICABLE TO ENTIRE LIGHTING FIXTURE SCHEDULE WHERE APPROPRIATE. LF1 - PROVIDE ALL PAINTED FIXTURES WITH PAINT AFTER FABRICATION. LF2 - PROVIDE ALL NECESSARY COMPONENTS AND ACCESSORIES FOR A COMPLETE OPERATING INSTALLATION PER APPLICABLE CODES AND MANUFACTURER'S RECOMMENDATIONS. LF3 - INCLUDE IN THE BASE BID THE COST FOR FURNISHING, INSTALLING, WIRING AND CONNECTING FOR A COMPLETE OPERATING INSTALLATION AN ADDITIONAL (6) EXIT FIXTURES OF EACH TYPE SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE. LF4 - CONTRACTOR SHALL REVIEW THE ENTIRE LIGHTING FIXTURE SCHEDULE INCLUDING THE DESCRIPTION AND CATALOG NUMBER. CONTRACTOR SHALL NOTIFY THE A/E OF ANY DISCREPANCIES PRIOR TO BIDDING. LF5 - VERIFY ALL FINISHES/COLORS OF FIXTURES WITH A/E PRIOR TO ORDERING. LF6 - CONTRACTOR SHALL VERIFY THAT THE FIXTURE INSTALLATION TYPE IS COMPATIBLE WITH CEILING CONSTRUCTION PRIOR TO ORDERING. LF7 - FIELD VERIFY THE EXACT LOCATIONS OF THE LIGHTING FIXTURES TO AVOID CONFLICT WITH MECHANICAL EQUIPMENT, DUCTWORK, PIPES, STRUCTURAL MEMBERS, ARCHITECTURAL FEATURES, ETC. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE A/E PRIOR TO ROUGH IN. LF8 - IN ALL INSULATED CEILINGS, WALLS, AND WHERE RECESSED FIXTURES PENETRATE THE BUILDING ENVELOPE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN AIRTIGHT INSTALLATION AND PROPER CLEARANCES BETWEEN RECESSED FIXTURES AND THE INSULATION. THIS CAN BE ACCOMPLISHED BY PROPER TENTING OR BOXING-OUT AROUND RECESSED FIXTURES THAT DO NOT HAVE IC RATINGS, OR REPLACEMENT OF THOSE FIXTURES WITH EQUAL FIXTURES HAVING PROPER IC AND AIRTIGHT RATINGS. REFER TO THE ARCHITECTURAL PLANS FOR APPLICABLE AREAS. LF9 - IN ALL FIRE-RATED CEILINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FIRE RATING. REFER TO ARCHITECTURAL PLANS FOR APPLICABLE AREAS. LF10 - PROVIDE OCCUPANCY SENSORS AS SHOWN ON THE PLANS. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION. LF11 - PROVIDE COMPATIBLE DIMMING SWITCHES PER MANUFACTURER'S RECOMMENDATIONS. LF12 - FIELD VERIFY THE EXACT LOCATION OF ALL SURFACE MOUNTED FIXTURES TO AVOID CONFLICT WITH ARCHITECTURAL FEATURES, INCLUDING PAINT/WALL COVERING SCHEMES, DECORATIVE TRIMS, ETC. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE A/E PRIOR TO ROUGH IN. LF13 - PROVIDE (1) EXTRA LED MODULE AND LED DRIVER OF EACH TYPE INDICATED IN LIGHT FIXTURE SCHEDULE AND TURN OVER TO OWNER. PROVIDE (1) COMPLETE FIXTURE IF MODULE AND/OR DRIVER CANNOT BE SEPARATED FROM THE FIXTURE. LF14 - IN ALL PLENUM RATED CEILING CAVITIES PROVIDE PLENUM RATED TROFFERS AND OTHER TYPES OF LIGHTING FIXTURES IF REQUIRED BY LOCAL CODE(S). LF15 - IN LOCATIONS OF LIFE SAFETY EGRESS ROUTE, WHERE ONE LIGHT FIXTURE IS EMPLOYED, (2) LED MODULES AND (2) LED DRIVERS ARE REQUIRED IN THE FIXTURE TO COMPLY TO N.E.C. ARTICLE 700.16 EMERGENCY ILLUMINATION. LF16 - EXCEPT FOR HAZARDOUS RATED AND BATTERY COMPONENTS OF EMERGENCY FIXTURES, ALL LED DRIVERS SHALL HAVE A DISCONNECTING MEANS DESCRIBED IN THE NEC. THIS DISCONNECT MUST BE ACCESSIBLE WITHIN THE FIXTURE AT OR NEAR THE DRIVER. LF17 - LIGHT FIXTURES SPECIFIED ESTABLISH A LEVEL OF QUALITY WHICH SHALL BE MET BY ALL FIXTURES PROVIDED. FIXTURES SHALL BE COMPARABLE IN PERFORMANCE, CONSTRUCTION, PHYSICAL APPEARANCE, FINISH AND FEATURES IN ORDER TO BE CONSIDERED EQUIVALENT. FIXTURES NOT DEEMED "EQUIVALENT" MAY NOT BE SUBMITTED AS AN "ALTERNATE" OR "SUBSTITUTE" FIXTURE TO THAT WHICH WAS SPECIFIED. DETERMINATION OF "EQUIVALENCY" SHALL BE THE RESPONSIBILITY OF A/E. THERE SHALL BE NO ADDITIONAL COST ASSOCIATED WITH REJECTION OF A FIXTURE NOT DEEMED "EQUIVALENT" BY THE A/E. LF18 - INCLUDE IN THE BASE BID THE COST FOR FURNISHING, INSTALLING, WIRING AND CONNECTING FOR A COMPLETE OPERATING INSTALLATION AN ADDITIONAL (4) FIXTURES AS SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE. LF19 - FIELD VERIFY OUTPUT WITH OWNER IN EACH SPACE THAT THIS FIXTURE IS USED. LF20 - FIXTURE TO BE MOUNTED IN ARMSTRONG METALWORKS TORSION SPRING CEILING. COORDINATE WITH CEILING VENDOR AND PROVIDE ALL NECESSARY COMPONENTS AND ACCESSORIES FOR A COMPLETE AND SOUND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. LF21 - FOR BIDDING PURPOSES, PROVIDE A FIXTURE ALLOWANCE OF THE FOLLOWING FOR EACH FIXTURE. NOTE THAT ALLOWANCES DO NOT INCLUDE INSTALLATION/WIRING COSTS OR DISTRIBUTOR/CONTRACTOR MARKUPS. - TYPE "PA" = $1000 EACH - TYPE "WT2" = $400 EACH - TYPE "WT8" = $1200 EACH LF22 - INCLUDE IN THE BASE BID THE COST FOR FURNISHING, INSTALLING, WIRING AND CONNECTING FOR A COMPLETE OPERATING INSTALLATION AN ADDITIONAL (24) FIXTURES AS SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE. Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 1/8" = 1'-0" LIGHTING SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.0 10/04/2023 220025.00 C2023-15 E - LIGHT FIXTURE SCHEDULE DESIGNATION DESCRIPTION LED DATA VOLT RECESS DEPTH LIGHTING FIXTURE DRIVER TYPE MTG MTG SURFACE SEE NOTETYPE DELIVERED LUMENS KELVIN CRI WATTS MANUFACTURER SERIES OPTIONS/ACC ESSORIES AA 2x4 FLAT PANEL TROFFER MODULE 4000/5000/6000 3500 80 55 UNV 1.29" LITHONIA CPANL/2X4/ALO6/S WW7/M2 SERIES 26 DDRV REC LIG 19 AC 2x4 ARCHITECTURAL TROFFER MODULE 4800 3500 80 43 UNV 2.375" LITHONIA 2BLT4/48L/ADSM SERIES 28 DDRV REC LIG BA 2x2 FLAT PANEL TROFFER MODULE 2400/3300/4400 3500 80 41 UNV 1.29" LITHONIA CPANL/2X2/ALO1/S WW7/M4 SERIES 26 DDRV REC LIG 19 BC 2x2 ARCHITECTURAL TROFFER MODULE 4800 3500 80 43 UNV 2.375" LITHONIA 2BLT2/48L/ADSM SERIES 28 DDRV REC LIG CA 1x4 FLAT PANEL TROFFER MODULE 2400/3300/4400 3500 80 41 UNV 1.29" LITHONIA CPANL/1X4/ALO1/S WW7/M4 SERIES 26 DDRV REC LIG 19 EA 1-FACE EDGELIT EXIT SIGN MODULE - - - 5 UNV - LITHONIA EDG/1 SERIES 10 DRV BACK/E ND/TOP VER EB 1-FACE THERMOPLASTIC EXIT SIGN MODULE - - - 5 UNV - LITHONIA LQM/S/3 SERIES 10 DRV BACK/E ND/TOP VER EB2 2-FACE THERMOPLASTIC EXIT SIGN, WIREGUARD MODULE - - - 5 UNV - LITHONIA LQM/S/3 SERIES 10 DRV END/TO P VER EE BATTERY POWERED EMER LIGHT, DUAL ADJUST HEADS, LITHIUM BATT/SELF-DIAG MODULE (2) 3.3W HEADS - - 6.6 UNV - LITHONIA ELM4L/LTP/SDRT SERIES 10,22,23 DRV SURF WALL FA4 4'L STRIPLIGHT w/ STEMS/SWIVEL CANOPIES MODULE 3000/4000/5000 3500 80 44 UNV - LITHONIA CSS/L48/AL03/SQ SERIES 26 DDRV PEND EXP 19 FE4 4'L VAPORTIGHT, SURF. MOUNTED MODULE 4000 3500 80 24 UNV - LITHONIA FEM/L48/LPPFL/MD/ GZ10/STSL SERIES 09,26 DDRV SURF VAR FEH4 4'L VAPORTIGHT, HIGH OUTPUT MODULE 8000 4000 80 51 UNV - LITHONIA FEM/L48/LPPCL/MD /GZ10/STSL SERIES 09,26 DDRV SURF WALL 18 FF4 4'L VAPORTIGHT w/ STEMS/SWIVEL CANOPIES MODULE 3500 3500 80 24 UNV - LITHONIA FEM/L48/LPPFL/MD/ GZ10/STSL SERIES 09,26 DDRV PEND EXP 22 HA 16"Wx24"L HIGHBAY w/ WIREGUARD, STEMS/SWIVEL CANOPIES MODULE 30,000 4000 80 178 UNV - LITHONIA IBG/30000LM/SEF/A FL/GNDGZ10/WGX SERIES 10,28 DDRV PEND EXP HB 20"Wx48"L HIGHBAY w/ WIREGUARD, STEMS/SWIVEL CANOPIES MODULE 72,000 4000 80 426 UNV - LITHONIA IBG/72000LM/SEF/A FL/GNDGZ10/WGX SERIES 10,28 DDRV PEND EXP LA8 4"APERx8'L RECESSED DIRECT MODULE 375L/FT 3500 80 26 UNV 5" FOCAL POINT FSM4L/FL/375LF/L11 SERIES 28 DDRV REC LIG LA8E 4"APERx8'L RECESSED DIRECT, EMER CKT MODULE 375L/FT 3500 80 26 UNV 5" FOCAL POINT FSM4L/FL/375LF/L11 /EC SERIES 28 DDRV REC LIG LD8 4"APERx8'L RECESSED DIRECT MODULE 625L/FT 3500 80 52 UNV 5" FOCAL POINT FSM4L/PD05/625LF/ L11 SERIES 28, CUSTOM COLOR/FINISH DDRV REC VER 20 LD8E 4"APERx8'L RECESSED DIRECT, EMER CKT MODULE 625L/FT 3500 80 52 UNV 5" FOCAL POINT FSM4L/PD05/625LF/ L11/EC SERIES 28, CUSTOM COLOR/FINISH DDRV REC VER 20 LD18 4"APERx18'L RECESSED DIRECT MODULE 375L/FT 3500 80 72 UNV 5" FOCAL POINT FSM4L/PD05/375LF/ L11 SERIES 28, CUSTOM COLOR/FINISH DDRV REC VER 20 LD18E 4"APERx18'L RECESSED DIRECT, EMER CKT MODULE 375L/FT 3500 80 72 UNV 5" FOCAL POINT FSM4L/PD05/375LF/ L11/EC SERIES 28, CUSTOM COLOR/FINISH DDRV REC VER 20 LE8 4"APERx8'L RECESSED DIRECT MODULE 275L/FT 3500 80 20 UNV 5" FOCAL POINT FSM4L/PD05/275LF/ L11 SERIES 28, CUSTOM COLOR/FINISH DDRV REC VER 20 LE8E 4"APERx8'L RECESSED DIRECT, EMER CKT MODULE 275L/FT 3500 80 20 UNV 5" FOCAL POINT FSM4L/PD05/275LF/ L11/EC SERIES 28, CUSTOM COLOR/FINISH DDRV REC VER 20 LM6 6'L CLG SUSP ADJUST WALLWASHER MODULE 583L/FT 3500 80 36.6 UNV - VODE 107-WG/6'/CC/IP/A E/SO SERIES 10,28 DDRV SUSP EXP LM12 12'L CLG SUSP ADJUST WALLWASHER MODULE 583L/FT 3500 80 73.2 UNV - VODE 107-WG/12'/CC/IP/ AE/SO SERIES 10,28 DDRV SUSP EXP LM20 20'L WALL MTD ADJUST WALLWASHER MODULE 583L/FT 3500 80 122 UNV - VODE 107-WG/20'/WA/18 /IP/AE/SO SERIES 10,28 DDRV SURF WALL LW20 1.14"Wx20'L SURFACE MTD. WALLWASHER MODULE 836W/FT 3500 80 132 UNV - VODE 707-Z1/SL/20'/C/SO /A2 SERIES 28 DDRV SURF LIG PA2 2'DIA PUCK PENDANT, STRAIGHT A.C. CABLE SUSP MODULE 2700 3500 80 35 UNV - PRUDENTIAL P3920/LO/FWA/Y/D 1/CA SERIES 10,28 DDRV SUSP EXP PA3 3'DIA PUCK PENDANT, STRAIGHT A.C. CABLE SUSP MODULE 4900 3500 80 56 UNV - PRUDENTIAL P3930/LO/FWA/Y/D 1/CA SERIES 10,28 DDRV SUSP EXP PA4 4'DIA PUCK PENDANT, STRAIGHT A.C. CABLE SUSP MODULE 8100 3500 80 88 UNV - PRUDENTIAL P3940/LO/FWA/Y/D 1/CA SERIES 10,28 DDRV SUSP EXP PA5 5'DIA PUCK PENDANT, STRAIGHT A.C. CABLE SUSP MODULE 12,500 3500 80 120 UNV - PRUDENTIAL P3950/LO/FWA/Y/D 1/CA SERIES 10,28 DDRV SUSP EXP RA 4"APER RECESSED DOWNLIGHT MODULE 1500 3500 80 17.5 UNV 4" LITHONIA LDN4/15/LO4/GZ10 SERIES 10,26 DDRV REC VAR RB 4"APER RECESSED DOWNLIGHT MODULE 2000 3500 80 23 UNV 4" LITHONIA LDN4/20/LO4 SERIES 10,28 DDRV REC VAR RC 2"APER RECESSED DOWNLIGHT MODULE 750 3500 80 9.7 UNV 5.25" GOTHAM EV02/07/MWD/UGZ /NCH SERIES 10,28 DDRV REC VAR SA 4"APER CYLINDER DNLT w/ STEM/SWIVEL CANOPY MODULE 3000 3500 80 31.2 UNV - GOTHAM EVO4PC/30/MWD/ GZ1/JBXCC/PCAN4 5 SERIES 10,28 DDRV PEND EXP SB 4"APER CYLINDER DNLT w/ STEM/SWIVEL CANOPY MODULE 1500 3500 80 13.7 UNV - GOTHAM EVO4PC/15/MWD/ GZ10/JBXCC/PCAN 45 SERIES 10,28 DDRV PEND EXP SC 5"DIA SURFACE MOUNT MODULE 650 3500 80 10.2 UNV - LIGHTOLIER S5R SERIES 10 DDRV SURF WALL WEF EXTERIOR WALL MOUNT, FWD. THROW DIST.MODULE 3469 4000 80 25 UNV - LITHONIA WST LED/P2/VF SERIES 09,10,26 DDRV SURF WALL WEW EXTERIOR WALL MOUNT,WIDE DIST.MODULE 3512 4000 80 25 UNV - LITHONIA WST LED/P2/VW SERIES 09,10,26 DDRV SURF WALL WFW EXTERIOR WALL MOUNT, WIDE DIST.MODULE 6689 4000 80 50 UNV - LITHONIA WST LED/P3/VW SERIES 09,10,26 DDRV SURF WALL WT2 2'L ARCHITECTURAL WRAPAROUND MODULE 2550 3500 80 20 UNV - PRUDENTIAL S1-PRO/S0/2'/SAL/Y /SUR/ND SERIES 10 DRV SURF WALL WT4 2'L ARCHITECTURAL WRAPAROUND MODULE 2550 3500 80 20 UNV - PRUDENTIAL S1-PRO/S0/2'/SAL/Y /SUR/ND SERIES 10 DRV SURF WALL WT6 6'L ARCHITECTURAL WRAPAROUND MODULE 7650 3500 80 60 UNV - PRUDENTIAL S1-PRO/S0/6'/SAL/Y /SUR/ND SERIES 10 DRV SURF WALL WT8 8'L ARCHITECTURAL WRAPAROUND MODULE 10,200 3500 80 80 UNV - PRUDENTIAL S1-PRO/S0/8'/SAL/Y /SUR/ND SERIES 10 DRV SURF WALL WT10 10'L ARCHITECTURAL WRAPAROUND MODULE 12,750 3500 80 100 UNV - PRUDENTIAL S1-PRO/S0/10'/SAL/ Y/SUR/ND SERIES 10 DRV SURF WALL WT16 16'L ARCHITECTURAL WRAPAROUND MODULE 20,400 3500 80 160 UNV - PRUDENTIAL S1-PRO/S0/16'/SAL/ Y/SUR/ND SERIES 10 DRV SURF WALL 1 2023/11/17 ADDENDUM #1 1 1. PROVIDE A DUPLEX RECEPTACLE. 2. PROVIDE A GFI CIRCUIT BREAKER. 3. MOUNT OUTLET 90" AFF. 4. PROVIDE A 3/4" CONDUIT TO MER ROOM FOR ANALOG COMMUNICATIONS LINES. 5. PROVIDE A DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING. LOCATE A DATA OUTLET ADJACENT TO POWER OUTLET. 6. PROVIDE A SINGLE POLE, SINGLE THROW TOGGLE SWITCH ABOVE COUNTER FOR CONTROL AS A DISCONNECTING MEANS. 7. PROVIDE A GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED TO THE ANGLE FLANGE NEAR THE BOTTOM OF THE BACK SIDE OF THE RACK. SEE DETAILS ON SHEETS E7.7, E7.8, E7.9. 8. CONTROL SWITCHES AND INTERNAL WIRING ARE FURNISHED WITH THE SHADE. E.C. SHALL WIRE TO THE SHADE CONTROLLER. PROVIDE LOW VOLTAGE WIRING FROM THE POWER SUPPLY TO THE CONTROL SWITCH(ES). LOW VOLTAGE WIRING SHALL BE SHIELDED CAT5 STRANDED CABLE. VERIFY FINAL REQUIREMENTS WITH SHADE VENDOR AND APPROVED SHOP DRAWINGS. 9. EC TO PROVIDE A 20A, 120V POWER CONNECTION AND (1) CAT 6 DATA DROP TO PAY LOCKERS. COORDINATE REQUIREMENTS AND TYPE OF CONNECTION WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 10. PROVIDE POWER AND DATA FOR CONNECTION TO PAY LOCKERS. COORDINATE REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. GENERAL NOTES (ALL SCHEDULES): Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 12" = 1'-0" ELECTRICAL SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.1 10/04/2023 220025.00 C2023-15 E - SPECIAL OUTLET SCHEDULE - TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B ADO-1 AUTO DOOR OPENER EXTERIOR WINDOWS LP1(L) 79 20 1 2 12 1/2" 12 120 1 276 5 AV-1 A/V OUTLET 1 AV CLOSET (157-A) LP1(L) 39 30 1 2 10 3/4" 10 X 120 1 1000 1 AV-2 A/V OUTLET 2 AV CLOSET (157-A) LP1(L) 44 30 1 2 10 3/4" 10 X 120 1 1000 1 AV-3 A/V OUTLET 3 AV CLOSET (167-B) LP4(L) 13 30 1 2 10 3/4" 10 X 120 1 1000 1 AV-4 A/V OUTLET 4 AV CLOSET (167-B) LP4(L) 53 30 1 2 10 3/4" 10 X 120 1 1000 1 AV-5 A/V OUTLET 5 AV CLOSET (210) LP4(L) 71 30 1 2 10 3/4" 10 X 120 1 1000 1 AV-6 A/V OUTLET 6 AV CLOSET (210) LP2(R) 32 30 1 2 10 3/4" 10 X 120 1 1000 1 AVM-1 AV MODULE 1 MULTI - USE CONVENTION SPACE (156) LP4(L) 79 20 1 2 12 1/2" 12 X 120 1 500 5 AVM-2 AV MODULE 2 MULTI - USE CONVENTION SPACE (156) LP4(L) 80 20 1 2 12 1/2" 12 X 120 1 500 5 AVM-3 AV MODULE 3 MULTI - USE CONVENTION SPACE (156) LP4(L) 81 20 1 2 12 1/2" 12 X 120 1 500 5 AVM-4 AV MODULE 4 LOBBY/LINK (155) LP4(L) 8 20 1 2 12 1/2" 12 120 1 500 5 CPY 1 COPIER 1 COPY AREA (112-A) LP1(L) 28 20 1 2 12 1/2" 12 X 120 1 300 1 CPY 2 COPIER 2 CHECK-IN/RENTAL (107) LP1(L) 46 20 1 2 12 1/2" 12 X 120 1 300 1 CSB1 CENTER SCORE BOARD 1 MERCYHEALTH ARENA (136) LP3(L) 57 20 1 2 12 1/2" 12 X 120 1 360 1 CSB2 CENTER SCORE BOARD 2 MERCYHEALTH ARENA (136) LP3(L) 58 20 1 2 12 1/2" 12 X 120 1 360 1 CSB3 CENTER SCORE BOARD 3 MERCYHEALTH ARENA (136) LP3(L) 59 20 1 2 12 1/2" 12 X 120 1 360 1 CSB4 CENTER SCORE BOARD 4 MERCYHEALTH ARENA (136) LP3(L) 60 20 1 2 12 1/2" 12 X 120 1 360 1 CSB5 CENTER SCORE BOARD 5 MULTIPURPOSE AREA (154) LP4(L) 37 20 1 2 12 1/2" 12 X 120 1 360 1 CSB6 CENTER SCORE BOARD 6 MULTIPURPOSE AREA (154) LP4(L) 37 20 1 2 12 1/2" 12 X 120 1 360 1 CSB7 CENTER SCORE BOARD 7 MULTIPURPOSE AREA (154) LP4(L) 41 20 1 2 12 1/2" 12 X 120 1 360 1 CSB8 CENTER SCORE BOARD 8 MULTIPURPOSE AREA (154) LP4(L) 41 20 1 2 12 1/2" 12 X 120 1 360 1 D1 CLOTHES DRYER 1 RESURFACER/SHOP (170) LP3(L) 24,26 30 2 3 10 1/2" 10 X 208 1 5000 2,3 D2 CLOTHES DRYER 2 TEAM STR/LDY (129) LP3(L) 51,53 30 2 3 10 1/2" 10 X 208 1 5000 2,3 D3 CLOTHES DRYER 3 TEAM STR/LDY (129) LP3(L) 52,54 30 2 3 10 1/2" 10 X 208 1 5000 2,3 DIS 1 DISPLAY COOLER-1 BEER SALES (116) LP2(L) 51 20 1 2 12 3/4" 12 X 120 1 1020 2 DIS 2 DISPLAY COOLER-2 BEER SALES (116) LP2(L) 52 20 1 2 12 3/4" 12 X 120 1 1020 2 EL1 EVENT LIGHTING 1 MERCYHEALTH ARENA (136) LP3(L) 28 20 1 2 12 1/2" 12 X 120 1 360 4 EL2 EVENT LIGHTING 2 MERCYHEALTH ARENA (136) LP3(L) 28 20 1 2 12 1/2" 12 X 120 1 360 4 EL3 EVENT LIGHTING 3 MERCYHEALTH ARENA (136) LP3(L) 28 20 1 2 12 1/2" 12 X 120 1 360 4 EL3 EVENT LIGHTING 21 MERCYHEALTH ARENA (136) LP3(L) 66 20 1 2 12 1/2" 12 X 120 1 360 4 EL4 EVENT LIGHTING 4 MERCYHEALTH ARENA (136) LP3(L) 55 20 1 2 12 1/2" 12 X 120 1 360 4 EL5 EVENT LIGHTING 5 MERCYHEALTH ARENA (136) LP3(L) 55 20 1 2 12 1/2" 12 X 120 1 360 4 EL6 EVENT LIGHTING 6 MERCYHEALTH ARENA (136) LP3(L) 55 20 1 2 12 1/2" 12 X 120 1 360 4 EL7 EVENT LIGHTING 7 MERCYHEALTH ARENA (136) LP3(L) 56 20 1 2 12 1/2" 12 X 120 1 360 4 EL8 EVENT LIGHTING 8 MERCYHEALTH ARENA (136) LP3(L) 56 20 1 2 12 1/2" 12 X 120 1 360 4 EL9 EVENT LIGHTING 9 MULTIPURPOSE AREA (154) LP4(L) 35 20 1 2 12 1/2" 12 X 120 1 360 4 EL10 EVENT LIGHTING 10 MULTIPURPOSE AREA (154) LP4(L) 35 20 1 2 12 1/2" 12 X 120 1 360 4 EL11 EVENT LIGHTING 11 MULTIPURPOSE AREA (154) LP4(L) 35 20 1 2 12 1/2" 12 X 120 1 360 4 EL12 EVENT LIGHTING 12 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4 EL13 EVENT LIGHTING 13 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4 EL14 EVENT LIGHTING 14 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4 EL15 EVENT LIGHTING 15 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4 EL16 EVENT LIGHTING 16 MULTIPURPOSE AREA (154) LP4(L) 39 20 1 2 12 1/2" 12 X 120 1 360 4 EL17 EVENT LIGHTING 17 MERCYHEALTH ARENA (136) LP3(L) 61 20 1 2 12 1/2" 12 X 120 1 360 4 EL18 EVENT LIGHTING 18 MERCYHEALTH ARENA (136) LP3(L) 61 20 1 2 12 1/2" 12 X 120 1 360 4 EL19 EVENT LIGHTING 19 MERCYHEALTH ARENA (136) LP3(L) 61 20 1 2 12 1/2" 12 X 120 1 360 4 EL20 EVENT LIGHTING 20 MERCYHEALTH ARENA (136) LP3(L) 66 20 1 2 12 1/2" 12 X 120 1 360 4 EL22 EVENT LIGHTING 22 MERCYHEALTH ARENA (136) LP3(L) 66 20 1 2 12 1/2" 12 X 120 1 360 4 EL23 EVENT LIGHTING 23 MULTIPURPOSE AREA (154) LP4(L) 42 20 1 2 12 1/2" 12 X 120 1 360 4 EL25 EVENT LIGHTING 25 MULTIPURPOSE AREA (154) LP4(L) 42 20 1 2 12 1/2" 12 X 120 1 360 4 EL26 EVENT LIGHTING 26 MULTIPURPOSE AREA (154) LP4(L) 44 20 1 2 12 1/2" 12 X 120 1 360 4 EL27 EVENT LIGHTING 27 MULTIPURPOSE AREA (154) LP4(L) 44 20 1 2 12 1/2" 12 X 120 1 360 4 EL28 EVENT LIGHTING 28 MULTIPURPOSE AREA (154) LP4(L) 44 20 1 2 12 1/2" 12 X 120 1 360 4 ELC1 ELECTRONIC LOCKER 1 LOCKER ALCOVE (101-A) LP1(L) 40 20 1 2 12 1/2" 12 X 120 1 300 9,10 ELC2 ELECTRONIC LOCKER 2 LOCKER ALCOVE (101-A) LP1(L) 37 20 1 2 12 1/2" 12 X 120 1 300 9,10 ELC3 ELECTRONIC LOCKER 3 ADMIN (112) LP1(L) 30 20 1 2 12 1/2" 12 X 120 1 300 9,10 ELC4 ELECTRONIC LOCKER 4 ADMIN (112) LP1(L) 25 20 1 2 12 1/2" 12 X 120 1 300 9,10 ELC5 ELECTRONIC LOCKER 5 REFEREE (145) LP3(L) 63 20 1 2 12 1/2" 12 X 120 1 500 9,10 ELC6 ELECTRONIC LOCKER 6 REFEREE (145) LP3(L) 62 20 1 2 12 1/2" 12 X 120 1 500 9,10 ELC-1 ELEVATOR CONTROL-1 ELEV (152) LP4(L) 47 20 1 2 12 1/2" 12 X 120 1 500 5 ELL-1 ELEVATOR CAB LIGHTS ELEV (152) LP4(L) 49 20 1 2 12 1/2" 12 X 120 1 500 19 EV-1 EV CHARGER 1 PARKING EV 1,3 50 2 3 6 3/4" 10 X 208 3 9600 2 EV-2 EV CHARGER 2 PARKING EV 2,4 50 2 3 6 3/4" 10 X 208 3 9600 2 EV-3 EV CHARGER 3 PARKING EV 5,7 50 2 3 6 3/4" 10 X 208 3 9600 2 EV-4 EV CHARGER 4 PARKING EV 9,11 50 2 3 6 3/4" 10 X 208 3 9600 2 FAAP FAAP VESTIBULE (100) LP1(L) 50 20 1 2 12 1/2" 12 X 120 1 1000 18 FACP FACP ELEC (134) LP3(L) 20 20 1 2 12 1/2" 12 X 120 1 1000 18 GL1 GOAL LIGHT - GL1 ICE RINK CIRC. (135) LP3(L) 25 20 1 2 12 1/2" 12 X 120 1 360 GL2 GOAL LIGHT - GL 2 ICE RINK CIRC. (151) LP2(L) 29 20 1 2 12 1/2" 12 X 120 1 360 GL3 GOAL LIGHT - GL 3 MULTIPURPOSE AREA (154) LP4(L) 45 20 1 2 12 1/2" 12 X 120 1 120 GL4 GOAL LIGHT - GL 4 MULTIPURPOSE AREANA CIRC. (154-B) LP4(L) 34 20 1 2 12 1/2" 12 X 120 1 120 HD1 ELECTRIC HAND DRYER 1 WET TEAM RR (139) LP3(L) 13 20 1 2 12 1/2" 12 X 120 1 1000 2 HD2 ELECTRIC HAND DRYER 2 WOMEN TLT (141) LP3(L) 17 20 1 2 12 1/2" 12 X 120 1 1000 2 HD3 ELECTRIC HAND DRYER 3 WOMEN TLT (128) LP3(L) 48 20 1 2 12 1/2" 12 X 120 1 1000 2 HD4 ELECTRIC HAND DRYER 4 MAIN TEAM ROOM (132) LP3(L) 39 20 1 2 12 1/2" 12 X 120 1 1000 2 HD5 ELECTRIC HAND DRYER 5 TLT (162) LP4(L) 17 20 1 2 12 1/2" 12 X 120 1 1000 2 HD10 ELECTRIC HAND DRYER 10 WET TEAM RR (124) LP2(L) 11 20 1 2 12 1/2" 12 X 120 1 1000 2 HD11 ELECTRIC HAND DRYER 11 WOMEN'S (122) LP2(L) 17 20 1 2 12 1/2" 12 X 120 1 1000 2 HD11 ELECTRIC HAND DRYER 15 MEN (121) LP2(L) 21 20 1 2 12 1/2" 12 X 120 1 1000 2 HD12 ELECTRIC HAND DRYER 12 WOMEN'S (122) LP2(L) 18 20 1 2 12 1/2" 12 X 120 1 1000 2 HD13 ELECTRIC HAND DRYER 13 WOMEN'S (122) LP2(L) 16 20 1 2 12 1/2" 12 X 120 1 1000 2 HD14 ELECTRIC HAND DRYER 14 MEN (121) LP2(L) 20 20 1 2 12 1/2" 12 X 120 1 1000 2 HD16 ELECTRIC HAND DRYER 16 MEN (121) LP2(L) 19 20 1 2 12 1/2" 12 X 120 1 1000 2 HD17 ELECTRIC HAND DRYER 17 TOILETS (106B) LP1(L) 15 20 1 2 12 1/2" 12 X 120 1 180 2 HD18 ELECTRIC HAND DRYER 18 TOILETS (106B) LP1(L) 18 20 1 2 12 1/2" 12 X 120 1 180 2 HD19 ELECTRIC HAND DRYER 19 REFEREE RR (146) LP3(L) 64 20 1 2 12 1/2" 12 X 120 1 1000 2 E - SPECIAL OUTLET SCHEDULE - TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B HD20 ELECTRIC HAND DRYER 20 MEN (121) LP2(L) 27 20 1 2 12 1/2" 12 X 120 1 1000 2 HD21 ELECTRIC HAND DRYER 21 WOMEN'S (122) LP2(L) 74 20 1 2 12 1/2" 12 X 120 1 1000 2 HD22 ELECTRIC HAND DRYER 22 WOMEN'S (122) LP2(L) 76 20 1 2 12 1/2" 12 X 120 1 1000 2 HD23 ELECTRIC HAND DRYER 23 MENS (166) LP1(L) 49 20 1 2 12 1/2" 12 X 120 1 180 2 HD24 ELECTRIC HAND DRYER 24 MENS (166) LP1(L) 51 20 1 2 12 1/2" 12 X 120 1 180 2 HD25 ELECTRIC HAND DRYER 25 MENS (166) LP1(L) 54 20 1 2 12 1/2" 12 X 120 1 180 2 HD29 ELECTRIC HAND DRYER 29 WOMENS (165) LP1(L) 56 20 1 2 12 1/2" 12 X 120 1 180 2 HD30 ELECTRIC HAND DRYER 30 WOMENS (165) LP1(L) 55 20 1 2 12 1/2" 12 X 120 1 180 2 HD31 ELECTRIC HAND DRYER 31 WOMENS (165) LP1(L) 58 20 1 2 12 1/2" 12 X 120 1 180 2 HD32 ELECTRIC HAND DRYER 32 MEN (121) LP2(L) 78 20 1 2 12 1/2" 12 X 120 1 1000 2 HD33 ELECTRIC HAND DRYER 33 FAMILY RESTROOM (120) LP2(L) 79 20 1 2 12 1/2" 12 X 120 1 1000 2 HD34 ELECTRIC HAND DRYER 34 WOMEN'S (122) LP2(L) 80 20 1 2 12 1/2" 12 X 120 1 1000 2 HD35 ELECTRIC HAND DRYER 35 TOILETS (106B) LP1(L) 61 20 1 2 12 1/2" 12 X 120 1 180 2 HD36 ELECTRIC HAND DRYER 36 TOILETS (106B) LP1(L) 62 20 1 2 12 1/2" 12 X 120 1 180 2 HD37 ELECTRIC HAND DRYER 37 WOMENS (165) LP1(L) 66 20 1 2 12 1/2" 12 X 120 1 180 2 HD38 ELECTRIC HAND DRYER 38 WOMENS (165) LP1(L) 64 20 1 2 12 1/2" 12 X 120 1 180 2 HD39 ELECTRIC HAND DRYER 39 MEN (121) LP2(L) 82 20 1 2 12 1/2" 12 X 120 1 1000 2 HD40 ELECTRIC HAND DRYER 40 WOMEN'S (122) LP2(L) 81 20 1 2 12 1/2" 12 X 120 1 1000 2 HD41 ELECTRIC HAND DRYER 41 WOMEN'S (122) LP2(L) 83 20 1 2 12 1/2" 12 X 120 1 1000 2 HD42 ELECTRIC HAND DRYER 42 MAIN TEAM ROOM (132) LP3(L) 7 20 1 2 12 1/2" 12 X 120 1 1000 2 IT30A1 TELECOM OUTLET - IT30A1 ELEC (134) LP3(L) 33 30 1 2 10 3/4" 10 X 120 1 1000 13 IT30A2 TELECOM OUTLET - IT30A2 IT/GEN STORAGE (176) LP4(L) 31 30 1 2 10 3/4" 10 X 120 1 200 7 IT30A3 TELECOM OUTLET - IT30A3 STOR (104) LP1(L) 16 30 1 2 10 3/4" 10 X 120 1 200 7 IT30A4 TELECOM OUTLET - IT30A4 IT (150) LP2(L) 38 30 1 2 10 3/4" 10 X 120 1 200 7 IT30A5 TELECOM OUTLET - IT30A5 IT (150) LP2(L) 37 30 1 2 10 3/4" 10 X 120 1 200 7 MBH-1 MOTORIZED BASKETBALL HOOP 1 MULTI - USE CONVENTION SPACE (156) LP1(L) 52 20 1 2 12 1/2" 12 X 120 1 276 5 MBH-2 MOTORIZED BASKETBALL HOOP 2 MULTI - USE CONVENTION SPACE (156) LP1(L) 52 20 1 2 12 1/2" 12 X 120 1 276 5 MBH-3 MOTORIZED BASKETBALL HOOP 3 MULTI - USE CONVENTION SPACE (156) LP5 56 20 1 2 12 1/2" 12 X 120 1 276 5 MBH-4 MOTORIZED BASKETBALL HOOP 4 MULTI - USE CONVENTION SPACE (156) LP5 57 20 1 2 12 1/2" 12 X 120 1 276 5 MBH-5 MOTORIZED BASKETBALL HOOP 5 MULTI - USE CONVENTION SPACE (156) LP5 56 20 1 2 12 1/2" 12 X 120 1 276 5 MBH-6 MOTORIZED BASKETBALL HOOP 6 MULTI - USE CONVENTION SPACE (156) LP5 57 20 1 2 12 1/2" 12 X 120 1 276 5 MBH-7 MOTORIZED BASKETBALL HOOP 7 MULTIPURPOSE AREA (154) LP2(L) 68 20 1 2 12 1/2" 12 120 1 360 4 MBH-8 MOTORIZED BASKETBALL HOOP 8 MULTIPURPOSE AREA (154) LP2(L) 70 20 1 2 12 1/2" 12 120 1 360 4 MBH-9 MOTORIZED BASKETBALL HOOP 9 MULTIPURPOSE AREA (154) LP2(R) 34 20 1 2 12 1/2" 12 120 1 360 4 MS1 MOTORIZED SHADE 1 EXTERIOR WINDOWS LP1(L) 12 20 1 2 12 1/2" 12 X 120 1 276 5 MS2 MOTORIZED SHADE 2 EXTERIOR WINDOWS LP5 52 20 1 2 12 1/2"12 X 120 1 276 8 MS3 MOTORIZED SHADE 3 EXTERIOR WINDOWS LP5 54 20 1 2 12 1/2"12 X 120 1 276 8 MS4 MOTORIZED SHADE 4 EXTERIOR WINDOWS LP5 55 20 1 2 12 1/2"12 X 120 1 276 8 MS6 MOTORIZED SHADE 6 EXTERIOR WINDOWS LP1(L) 72 20 1 2 12 1/2" 12 120 1 276 5 MS7 MOTORIZED SHADE 7 EXTERIOR WINDOWS LP1(L) 71 20 1 2 12 1/2" 12 120 1 276 5 MS8 MOTORIZED SHADE 8 EXTERIOR WINDOWS LP1(L) 70 20 1 2 12 1/2" 12 120 1 276 5 MS9 MOTORIZED SHADE 9 EXTERIOR WINDOWS LP1(L) 69 20 1 2 12 1/2" 12 120 1 276 5 MS10 MOTORIZED SHADE 10 EXTERIOR WINDOWS LP1(L) 73 20 1 2 12 1/2" 12 120 1 276 5 MS11 MOTORIZED SHADE 11 EXTERIOR WINDOWS LP1(L) 74 20 1 2 12 1/2" 12 120 1 276 5 MS12 MOTORIZED SHADE 12 EXTERIOR WINDOWS LP1(L) 75 20 1 2 12 1/2" 12 120 1 276 5 MS13 MOTORIZED SHADE 13 EXTERIOR WINDOWS LP1(L) 76 20 1 2 12 1/2" 12 120 1 276 5 MS14 MOTORIZED SHADE 14 EXTERIOR WINDOWS LP1(L) 77 20 1 2 12 1/2" 12 120 1 276 5 MS15 MOTORIZED SHADE 15 EXTERIOR WINDOWS LP1(L) 78 20 1 2 12 1/2" 12 120 1 276 5 PRJ-2 PROJECTOR 2 MULTI - USE CONVENTION SPACE (156) LP5 58,60 20 2 2 12 1/2" 12 X 208 1 1540 5 PRJ-3 PROJECTOR 3 MULTI - USE CONVENTION SPACE (156) LP1(L) 45,47 20 2 2 12 1/2" 12 X 208 1 540 5 PRJ-4 PROJECTOR 1 MULTI - USE CONVENTION SPACE (156) LP6 26,28 20 2 2 12 1/2" 12 X 208 1 1540 5 PRJ-4 PROJECTOR 1 MULTI - USE CONVENTION SPACE (156) LP4(L) 82,84 20 2 2 12 1/2" 12 208 1 1540 5 PRJ-5 PROJECTOR 5 MULTI - USE CONVENTION SPACE (156) LP2(R) 36,38 20 2 2 12 1/2" 12 208 1 1540 5 PRS-1 PROJECTOR SCREEN 1 MULTI - USE CONVENTION SPACE (156) LP1(L) 2 20 1 2 12 1/2" 12 X 120 1 300 PRS-2 PROJECTOR SCREEN 2 MULTI - USE CONVENTION SPACE (156) LP1(L) 5 20 1 2 12 1/2" 12 X 120 1 300 PRS-3 PROJECTOR SCREEN 3 MULTI - USE CONVENTION SPACE (156) LP1(L) 9 20 1 2 12 1/2" 12 X 120 1 300 PW-1 PARTITION WALL 1 MULTI - USE CONVENTION SPACE (156) LP5 13,15,17 30 3 3 10 3/4" 10 X 208 3 1622 PW-2 PARTITION WALL 2 MULTI - USE CONVENTION SPACE (156) LP5 10,12,14 30 3 3 10 3/4" 10 X 208 3 1622 PW-3 PARTITION WALL 3 MULTI - USE CONVENTION SPACE (156) LP5 23,25,27 30 3 3 10 3/4" 10 X 208 3 1622 PW-4 PARTITION WALL 4 MULTI - USE CONVENTION SPACE (156) LP5 22,24,26 30 3 3 10 3/4" 10 X 208 3 1622 RSP-1 ROAD SHOW PANEL 1 MULTI PURPOSE AREA CIRCULATION (154-B) LP6 19,21,23 100 3 3 1 1-1/4" 8 X 208 3 25200 RSP-2 ROAD SHOW PANEL2 MULTI PURPOSE AREA CIRCULATION (154-B) LP6 14,16,18 100 3 3 1 1-1/4" 8 X 208 3 25200 SBP-1 SPIDER BOX-1 MULTI - USE CONVENTION SPACE (156)LP6 8,10,12 60 3 3 4 1" 10 X 208 3 13000 SBP-2 SPIDER BOX-2 MULTI - USE CONVENTION SPACE (156)LP6 13,15,17 60 3 3 4 1" 10 X 208 3 13000 SBP-3 SPIDER BOX-3 MULTI-PURPOSE AREA (154) LP6 20,22,24 60 3 3 4 1" 10 X 208 3 13000 SBP-4 SPIDER BOX-4 MULTI-PURPOSE AREA (154) LP6 25,27,29 60 3 3 4 1" 10 X 208 3 13000 SBP-5 SPIDER BOX - 5 MULTI - USE CONVENTION SPACE (156) LP6 1,3,5 60 3 3 4 1" 10 X 208 3 13000 SBP-6 SPIDER BOX - 6 MULTI-PURPOSE AREA (154) LP6 7,9,11 60 3 3 4 1" 10 X 208 3 13000 SBP-7 SPIDER BOX - 7 MULTI-PURPOSE AREA (154) LP6 2,4,6 60 3 3 4 1" 10 X 208 3 13000 SC1 SCORE BOARD 1 ICE RINK CIRC. (135) LP3(L) 27 20 1 2 12 1/2" 12 X 120 1 360 1 SC2 SCORE BOARD 2 ICE RINK CIRC. (151) LP2(L) 30 20 1 2 12 1/2" 12 X 120 1 360 1 SC3 SCORE BOARD 3 MULTIPURPOSE AREANA CIRC. (154-B) LP4(L) 32 20 1 2 12 1/2" 12 X 120 1 1000 1 SC4 SCORE BOARD 4 MULTIPURPOSE AREANA CIRC. (154-B) LP4(L) 46 20 1 2 12 1/2" 12 X 120 1 1000 1 SC5 SCORE BOARD 5 MULTI - USE CONVENTION SPACE (156) LP1(L) 6 20 1 2 12 1/2" 12 X 120 1 1000 1 SC6 SCORE BOARD 6 MULTI - USE CONVENTION SPACE (156) LP1(L) 8 20 1 2 12 1/2" 12 X 120 1 1000 1 SC7 SCORE BOARD 7 MULTI - USE CONVENTION SPACE (156) LP1(L) 42 20 1 2 12 1/2" 12 X 120 1 1000 1 SD1 SLIDING DOOR 1 MAIN LOBBY (101) LP1(L) 27 20 1 2 12 1/2" 12 X 120 1 500 1 SD2 SLIDING DOOR 2 VESTIBULE (100) LP1(L) 32 20 1 2 12 1/2" 12 X 120 1 500 1 SD3 SLIDING DOOR 3 ICE RINK CIRC. (151) LP2(L) 28 20 1 2 12 1/2" 12 X 120 1 500 1 ST1 SCORER TABLE 1 MULTI - USE CONVENTION SPACE (156)LP1(L) 3 20 1 2 12 1/2" 12 X 120 1 360 1 ST2 SCORER TABLE 2 MULTI - USE CONVENTION SPACE (156)LP1(L) 10 20 1 2 12 1/2" 12 X 120 1 360 1 ST3 SCORER TABLE 3 MULTI - USE CONVENTION SPACE (156)LP1(L) 14 20 1 2 12 1/2" 12 X 120 1 360 1 ST4 SCORER TABLE 4 MULTIPURPOSE AREANA CIRC. (154) LP4(L) 72 20 1 2 12 1/2" 12 X 120 1 1000 1 ST5 SCORER TABLE 5 MULTIPURPOSE AREANA CIRC. (154) LP4(L) 43 20 1 2 12 1/2" 12 X 120 1 1000 1 STG-1-1 STAGE-1 OUTLET-1 MULTI - USE CONVENTION SPACE (156) LP5 4,6,8 20 3 3 12 1/2" 12 X 208 3 2000 1 STG-2-1 STAGE-2 OUTLET-1 MULTI - USE CONVENTION SPACE (156) LP5 16,18,20 20 3 3 12 1/2" 12 X 208 3 2000 1 STG-3-1 STAGE-3 OUTLET-1 MULTI - USE CONVENTION SPACE (156) LP5 29,31,33 20 3 3 12 1/2" 12 X 208 3 2000 1 STG-4-1 STAGE-4 OUTLET-1 MULTI PURPOSE AREA CIRCULATION (154-B) LP5 5,7,9 20 3 3 12 1/2" 12 X 208 3 2000 1 W1 CLOTHES WASHER 1 RESURFACER/SHOP (170) LP3(L) 23 20 1 2 12 1/2" 12 X 120 1 1330 2,3 W2 CLOTHES WASHER 2 TRAINING (129) LP3(L) 49 20 1 2 12 1/2" 12 X 120 1 1500 2,3 W3 CLOTHES WASHER 3 TRAINING (129) LP3(L) 50 20 1 2 12 1/2" 12 X 120 1 1500 2,3 Z1 RESURFACE CHARGER 1 RESURFACER/SHOP (170) DP3 50,52,54 20 3 3 12 1/2" 12 X 480 1 1330 1 Z2 RESURFACE CHARGER 2 RESURFACER/SHOP (170) DP3 55,57,59 20 3 3 12 1/2" 12 X 480 1 1330 1 E - SPECIAL OUTLET FOOD SERVICES SCHEDULE - TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B COF-2 COFFEE MAKER 2 BREAKROOM (109) LP1(L) 29 20 1 2 12 1/2" 12 X 120 1 1200 1,2,3 FS22-2 WORK TABLE-2 WARMING ROOM (159) LP1(L) 80 20 1 2 12 1/2" 12 X 120 1 300 1 FS22-3 WORK TABLE-3 WARMING ROOM (159) LP1(L) 81 20 1 2 12 1/2" 12 X 120 1 300 1 FS22-4 WORK TABLE-4 WARMING ROOM (159) LP1(L) 82 20 1 2 12 1/2" 12 X 120 1 300 1 FS 21-1 HOT HOLDING CABINET-1 WARMING ROOM (159) LP4(R) 2 20 1 2 12 1/2" 12 X 120 1 300 1 FS 21-2 HOT HOLDING CABINET-2 WARMING ROOM (159) LP4(R) 4 20 1 2 12 1/2" 12 X 120 1 300 1 FS 21-3 HOT HOLDING CABINET-3 WARMING ROOM (159) LP4(R) 5 20 1 2 12 1/2" 12 X 120 1 300 1 FS 21-4 HOT HOLDING CABINET-4 WARMING ROOM (159) LP4(R) 6 20 1 2 12 1/2" 12 X 120 1 300 1 FS 21-5 HOT HOLDING CABINET-5 WARMING ROOM (159) LP4(R) 7 20 1 2 12 1/2" 12 X 120 1 300 1 FS 22-1 WORK TABLE-1 WARMING ROOM (159) LP4(L) 69 20 1 2 12 1/2" 12 X 120 1 300 1 FS-5 MICROWAVE WARMING ROOM (159) LP4(L) 40 20 1 2 12 1/2" 12 X 120 1 1200 1,2,3 FS-9-1 STACKED OVEN-1 WARMING ROOM (159) LP4(L) 12 20 1 2 12 1/2" 12 X 120 1 960 1,2,3 FS-9-2 STACKED OVEN-2 WARMING ROOM (159) LP4(L) 73 20 1 2 12 1/2" 12 X 120 1 960 1,2,3 FS-10 EXHAUST HOOD WARMING ROOM (159) LP4(L) 75 20 1 2 12 1/2" 12 X 120 1 500 1,2,3 FS-17 DISPOSER WARMING ROOM (159) LP4(L) 5,7,9 20 3 3 12 1/2" 12 X 208 3 2377 2 FS-23-1 REF-6 WARMING ROOM (159) LP4(L) 38 20 1 2 12 1/2" 12 X 120 1 648 1,2,3 FS-23-2 REF-5 WARMING ROOM (159) LP4(L) 33 20 1 2 12 1/2" 12 X 120 1 648 1,2,3 FS-23-3 REF-2 WARMING ROOM (159) LP4(L) 3 20 1 2 12 1/2" 12 X 120 1 648 1,2,3 FS-27 GRI-3 WARMING ROOM (159) LP4(L) 10 20 1 2 12 1/2" 12 X 120 1 1128 1,2,3 FS-28 COFFEE MAKER WARMING ROOM (159) LP4(R) 1,3 40 2 3 8 3/4" 10 X 208 1 6600 1,2,3 FS-48-1 FRZ-1 FOOD PREP (115-A) LP2(L) 50 20 1 2 12 1/2" 12 X 120 1 1152 6 FS-48-2 FRZ-2 FOOD PREP (115-A) LP2(L) 41 20 1 2 12 1/2" 12 X 120 1 1152 6 FS-49-1 RAPID COOK-1 FOOD PREP (115-A) LP2(L) 59,61 20 2 2 12 1/2" 12 X 208 9500 2 FS-49-2 RAPID COOCK-2 FOOD PREP (115-A) LP2(L) 60,62 20 2 2 12 1/2" 12 X 208 9500 2 FS-50-1 U/CR-1 FOOD PREP (115-A) LP2(L) 43 20 1 2 12 1/2" 12 X 120 1 480 1,2,3 FS-50-2 U/CR-5 FOOD PREP (115-A) LP2(L) 48 20 1 2 12 1/2" 12 X 120 1 480 1,2,3 FS-54 HOT HOLDING CABINET-6 FOOD PREP (115-A) LP2(L) 3 20 1 2 12 1/2" 12 X 120 1 936 6 FS-60 REF-3 FOOD PREP (115-A) LP2(L) 54 20 1 2 12 1/2" 12 X 120 1 648 1,2,3 FS-61 ROLLER GRILL W/ BUN WARMER FOOD PREP (115-A) LP2(L) 53 20 1 2 12 1/2" 12 X 120 1 1650 2 FS-63-1 U/CR-2 FOOD PREP (115-A) LP2(L) 46 20 1 2 12 1/2" 12 X 120 1 480 1,2,3 FS-63-2 U/CR-3 FOOD PREP (115-A) LP2(L) 49 20 1 2 12 1/2" 12 X 120 1 480 1,2,3 FS-63-3 U/CR-4 FOOD PREP (115-A) LP2(L) 47 20 1 2 12 1/2" 12 X 120 1 480 1,2,3 FS-64 MANUE BOARD FOOD PREP (115-A) LP2(L) 63 20 1 2 12 1/2"12 X 120 1 480 1,2,3 FS-66 COFFEE MAKER-FS66 WARMING ROOM (159) LP2(R) 33,35 40 2 3 8 3/4" 10 X 208 1 6600 1,2,3 FS-67 COFFEE GRINDER-1 FOOD PREP (115-A) LP2(L) 66 20 1 2 12 1/2" 12 X 120 1 480 1,2,3 FS-73 POPCORN MACHINE CONCESSIONS (115-B) LP2(L) 65 20 1 2 12 1/2" 12 X 120 1 1643 1,2,3 MW-1 MICROWAVE 1 BREAKROOM (109) LP1(L) 34 20 1 2 12 1/2" 12 X 120 1 1200 1,2,3 REF-1 REFRIGERATOR 1 BREAKROOM (109) LP1(L) 36 20 1 2 12 1/2" 12 X 120 1 1000 1,2,3 U/CR-6 U/C REFRIGERATOR-6 SPONSOR SUITE (202) LP2(R) 30 20 1 2 12 1/2" 12 X 120 1 1000 1 1 2023/11/17 ADDENDUM #1 R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX 1 1 1 1 1 1 1 1 1 1. PROVIDE A DUPLEX RECEPTACLE. 2. PROVIDE A GFI DUPLEX RECEPTACLE. 3. PROVIDE A GFI CIRCUIT BREAKER. 4. PROVIDE A WALL SWITCH WITH PILOT LIGHT ON NEARBY WALL. 5. MOUNT OUTLET BELOW SINK/COUNTER FOR POWER TO INFRA-RED FAUCET CONTROL. PROVIDE (1) OUTLET PER TWO SINKS MOUNTED IN BETWEEN THE SINKS. MOUNT OUTLET AS HIGH AS POSSIBLE. 6. PROVIDE A MIN. 4"X4"X2-1/2" SQUARE JUNCTION BOX LOCATED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR OPTICAL FLUSH VALVES. PC TO PROVIDE TRANSFORMER, EC TO INSTALL. COORDINATE WITH PC PRIOR TO ROUGH-IN. 7. INDOOR UNIT PROVIDES POWER TO OUTDOOR UNIT. COORDINATE INSTALLATION WITH MC. 8. CONTROLS FURNISHED WITH EQUIPMENT INSTALLED AND WIRED BY EC. COORDINATE FINAL CONTROLS LOCATION WITH MC PRIOR TO ROUGH-IN. 9. PROVIDE A FIXED LOCKED PADLOCK ATTACHMENT TO LOCK THE BREAKER IN THE OPEN POSITION. 10. FURNISH AND INSTALL ALL WIRING, CONDUIT AND BACK BOXES NEEDED FOR PUSH-BUTTON OPERATIONS OF DOOR. INSTALL VENDOR SUPPLIED PUSH-BUTTON.COORDINATE PUSHBUTTON LOCATION WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN. 11. PROVIDE A FUSE DISCONNECT SWITCH GENERAL NOTES (ALL SCHEDULES): Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 12" = 1'-0" ELECTRICAL SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.2 10/04/2023 220025.00 C2023-15 E - MECHANICAL MOTOR WIRING SCHEDULE NO. SERVING LOC. VOLT PHASE HP FLA FEED FROM OCPD BRANCH WIRING MOTOR CONTROLLER DISCONNECT SWITCH SEE NOTEPANEL CKT SIZE PO LE NO. SIZE COND GRD SIZE FURN BY INST BY WIRE BY LOC. TYPE INST BY WIRE BY LOC. OPTIONS AC 1B AC 1B ROOF 208 1 11 MP1 29,31 30 2 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 AC 2B AC 2B ROOF 208 1 11 MP1 28,30 30 2 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 AC 3B AC 3B ROOF 208 1 11 MP1 44,46 30 2 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 AC 4B AC 4B ROOF 208 1 11 MP1 48,50 30 2 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 AC 5B AC 5B ROOF 208 1 11 MP1 40,42 30 2 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 AC 6B AC 6B ROOF 208 1 11 MP1 41,43 30 2 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 AC 7B AC 7B ROOF 208 1 33 MP1 45,47 40 2 3 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R 7 C-1 C-1 REFRIGERATION (172) 480 3 125 156 MCC 1 200 3 4 3/0 2" #6 MFR MFR MFR IU EC EC NU C-2 C-2 REFRIGERATION (172) 480 3 125 156 MCC 2 200 3 4 3/0 2" #6 MFR MFR MFR IU EC EC NU C-3 C-3 REFRIGERATION (172) 480 3 125 156 MCC 3 200 3 4 3/0 2" #6 MFR MFR MFR IU EC EC NU CP-1 CP-1 JAN (163) 120 1 13 MP1 17 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU CP-2 CP-2 JAN (142) 120 1 13 MP1 15 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU CP-3 CP-3 JAN (114) 120 1 13 MP1 16 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU CP-4 CP-4 TRAINING (129) 120 1 13 MP1 19 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU CP-5 CP-5 MECHANICAL (168) 120 1 13 MP1 18 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU CU1 CHILLER CONDENSOR ROOF 480 3 14 MCC 8 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU NEMA 3R CU-01 CU-01 ROOF 480 3 133.9 DP3 14,16,18 150 3 4 1/0 2" #6 MC EC EC IU EC EC NU NEMA 3R DHU 1 DHU 1 ROOF 480 3 65 DP3 44,46,48 70 3 3 #4 1" #8 MC EC EC IU EC EC NU NEMA 3R DHU 2 DHU 2 ROOF 480 3 30 DP3 49,51,53 45 3 4 #6 3/4" #10 MC EC EC IU EC EC NU NEMA 3R ELV-1 ELEVATOR MOTOR-1 ELEV (152) 208 3 25 LP4(L) 50,52,54 60 3 4 #4 1" #10 MC EC EC IU EC EC NU ERV 1 ERV 1 ROOF 480 3 24 DP2 32,34,36 40 3 4 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R ERV 2 ERV 2 ROOF 480 3 21.6 DP2 25,27,29 40 3 4 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R ERV 3 ERV 3 ROOF 480 3 21.6 DP2 26,28,30 40 3 4 #8 3/4" #10 MC EC EC IU EC EC NU NEMA 3R ERV 4 ERV 4 ROOF 480 3 30.4 DP3 2,4,6 45 3 4 #6 3/4" #10 MC EC EC IU EC EC NU NEMA 3R ERV 5 ERV 5 ROOF 480 3 65.6 DP2 31,33,35 100 3 4 #1 1-1/2" #8 MC EC EC IU EC EC NU NEMA 3R ERV 6 ERV 6 ROOF 480 3 63 DP2 37,39,41 70 3 3 #4 1" #8 MC EC EC IU EC EC NU NEMA 3R ESP-1 ELEVATOR SUMP PUMP-1 ELEV (152) 120 1 6.8 LP5 37 20 1 2 #12 1/2" #12 MC EC EC IU CP EC EC NU 2 EUH 1 EUH 1 VESTIBULE (118) 208 3 11.1 MP1 49,51,53 25 3 4 #10 1/2" #10 MFR MFR MFR IU EC EC NU EUH-2 EUH 2 VESTIBULE (100) 208 3 11.1 MP1 52,54,56 25 3 4 #10 1/2" #10 MFR MFR MFR IU EC EC NU EUH-3 EUH 3 VESTIBULE (100) 208 3 11.1 MP1 55,57,59 25 3 4 #10 1/2" #10 MFR MFR MFR IU EC EC NU EUH-4 EUH 4 WET TEAM RR (124) 120 1 12.5 MP1 23 20 1 2 #12 3/4"#10 MFR MFR MFR IU EC EC NU EUH-5 EUH 5 WET TEAM RR (139) 120 1 12.5 MP1 36 20 1 2 #12 3/4"#10 MFR MFR MFR IU EC EC NU EUH-6 EUH 6 VESTIBULE (171) 208 3 11.1 MP1 58,60,62 25 3 4 #10 1/2" #10 MFR MFR MFR IU EC EC NU EUH-7 EUH 7 METER/RISER (179) 208 3 11.1 MP1 61,63,65 25 3 4 #10 1/2" #10 MFR MFR MFR IU EC EC NU EUH-8 EUH 8 ELEC (134) 208 3 11.1 MP1 64,66,68 25 3 4 #10 1/2" #10 MFR MFR MFR IU EC EC NU F-1 F-1 ROOF 120 1 1/10 3.25 MP1 21 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R F-2 F-2 ROOF 120 1 1/4 5.8 MP1 22 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R F-3 F-3 ROOF 480 3 1 2.1 DP2 2,4,6 15 3 4 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R F-4 F-4 ROOF 120 1 1/2 9.8 MP1 24 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R F-5 F-5 ROOF 120 1 1/10 3.25 MP1 25 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R F-6 F-6 ROOF 480 3 5 7.6 DP3 8,10,12 15 3 4 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R F-7 F-7 ELEC (134) 120 1 1/6 4.4 MP1 32 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU F-8 F-8 METER/RISER (179) 120 1 1/6 4.4 MP1 34 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU F-9 F-9 ROOF 480 3 1/2 1.1 DP3 43,45,47 15 3 3 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R P1 CENTRIFUGAL PUMP 1 REFRIGERATION (172) 480 3 30 34 MCC 4 50 3 4 #6 3/4" #10 MFR MFR MFR IU EC EC NU 3,4 P2 CENTRIFUGAL PUMP 2 REFRIGERATION (172) 480 3 20 34 MCC 5 50 3 4 #6 3/4" #10 MFR MFR MFR IU EC EC NU 3,4 P3 CENTRIFUGAL PUMP 3 REFRIGERATION (172) 480 3 25 27 MCC 6 40 3 4 #8 3/4" #10 MFR MFR MFR IU EC EC NU 3,4 P4 CENTRIFUGAL PUMP 4 REFRIGERATION (172) 480 3 5 7.6 MCC 9 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4 P5 CENTRIFUGAL PUMP 5 REFRIGERATION (172) 480 3 5 7.6 MCC 10 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4 P6 CENTRIFUGAL PUMP 6 REFRIGERATION (172) 480 3 5 7.6 MCC 7 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4 P7 CENTRIFUGAL PUMP 7 REFRIGERATION (172) 480 3 10 11 MCC 11 20 3 4 #12 1/2" #12 MFR MFR MFR IU EC EC NU 3,4 RTU 1 ROOF TOP UNIT 1 ROOF 480 3 107.2 DP1 10,12,14 150 3 4 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R RTU 2 ROOF TOP UNIT 2 ROOF 480 3 20.8 DP1 7,9,11 30 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R RTU 3 ROOF TOP UNIT 3 ROOF 480 3 84 DP4 7,9,11 125 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R RTU 4 ROOF TOP UNIT 4 ROOF 480 3 103.2 DP1 31,33,35 150 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R RTU 5 ROOF TOP UNIT 5 ROOF 480 3 84 DP4 1,3,5 125 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R RTU 6 ROOF TOP UNIT 6 ROOF 480 3 103.2 DP4 2,4,6 150 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R RTU 7 ROOF TOP UNIT 7 ROOF 480 3 84 DP3 38,40,42 125 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R RTU 8 ROOF TOP UNIT 8 ROOF 480 3 16.8 DP3 37,39,41 30 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R RTU 9 ROOF TOP UNIT 9 ROOF 480 3 14.4 DP3 1,3,5 25 3 3 #10 3/4"#10 MC EC EC IU EC EC NU NEMA 3R RTU 10 ROOF TOP UNIT 10 ROOF 480 3 9.6 DP3 31,33,35 15 3 3 #12 1/2" #12 MC EC EC IU EC EC NU NEMA 3R RTU 11 ROOF TOP UNIT 11 ROOF 480 3 14.4 DP3 13,15,17 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R RTU 12 ROOF TOP UNIT 12 ROOF 480 3 14.4 DP3 19,21,23 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU NEMA 3R RTU 13 ROOF TOP UNIT 13 ROOF 480 3 105 DP1 34,36,38 150 3 3 1/0 1-1/2" #6 MC EC EC IU EC EC NU NEMA 3R TMV-3 TMV-3 TRAINING (129) 120 1 13 MP1 26 20 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU UH 1 UH 1 REFRIGERATION (172) 120 1 3.7 MP1 27 15 1 2 #12 1/2" #12 MFR MFR MFR IU EC EC NU VAV 1-1 VAV 1-1 MEN (122) 277 1 20.3 DP2 1 25 1 3 #10 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-3 VAV 1-3 WOMEN (121) 277 1 15.8 DP2 3 20 1 3 #12 1/2" #12 MC EC EC IU EC EC NU 8 VAV 1-4 VAV 1-4 ICE ARENA LOBBY (117) 480 3 28.2 DP2 8,10,12 30 3 3 #10 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-5 VAV 1-5 VESTIBULE (118) 277 1 13.5 DP2 43 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU 8 VAV 1-6 VAV 1-6 ICE ARENA LOBBY (117) 480 3 23.7 DP2 14,16,18 25 3 3 #10 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-7 VAV 1-7 ICE ARENA LOBBY (117) 480 3 39.8 DP2 19,21,23 40 3 3 #8 3/4" #8 MC EC EC IU EC EC NU 8 VAV 1-8 VAV 1-8 FOOD PREP (115A) 480 3 19.5 DP2 13,15,17 20 3 3 #12 1/2" #12 MC EC EC IU EC EC NU 8 VAV 1-9 VAV 1-9 MAIN LOBBY (101) 480 3 36.8 DP1 19,21,23 40 3 3 #8 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-10 VAV 1-10 MAIN LOBBY (101) 277 1 28.7 DP1 16 30 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-11 VAV 1-11 VESTIBULE (100) 277 1 27.1 DP1 18 30 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-12 VAV 1-12 SKATE RENTAL (108) 277 1 31.6 DP1 20 35 1 2 #8 3/4" #8 MC EC EC IU EC EC NU 8 VAV 1-13 VAV 1-13 TOILETS (106) 277 1 6.8 DP1 8 15 1 2 #12 1/2"#12 MC EC EC IU EC EC NU 8 VAV 1-14 VAV 1-14 MAIN LOBBY (101) 480 3 41.3 DP1 2,4,6 45 3 3 #6 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-15 VAV 1-15 FIRST AID (105) 277 1 6.8 DP1 1 15 1 2 #12 1/2" #12 MC EC EC IU EC EC NU 8 VAV 1-16 VAV 1-16 MEETING ROOM (A) (102) 277 1 20.3 DP1 3 25 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8 VAV 1-17 VAV 1-17 MEETING ROOM (A) (102) 277 1 21.68 DP1 5 30 1 2 #10 3/4" #10 MC EC EC IU EC EC NU 8 E - PLUMBING SPECIAL OUTLET SCHEDULE - TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B BP-1 BP-1 METER/RISER (179) DP3 20,22,24 20 3 3 12 1/2" 12 X 480 3 7150 3 DF-1 DRINKING FOUNTAIN-1 LOBBY/LINK (155) LP4(L) 11 20 1 2 12 1/2" 12 X 120 1 600 1,3 DF-2 DRINKING FOUNTAIN-2 PASSAGE (130) LP3(L) 45 20 1 2 12 1/2" 12 X 120 1 600 1,3 DF-3 DRINKING FOUNTAIN-3 PASSAGE (144) LP3(L) 21 20 1 2 12 1/2" 12 X 120 1 600 1,3 DF-4 DRINKING FOUNTAIN-4 MAIN LOBBY (101) LP1(L) 13 20 1 2 12 1/2" 12 X 120 1 600 1,3 DF-5 DRINKING FOUNTAIN-5 ICE ARENA LOBBY (117) LP2(L) 5 20 1 2 12 1/2" 12 X 120 1 600 1,3 GWH-1 GAS HOT WATER HEATER-1 JAN (163) LP4(L) 25 20 1 2 12 1/2" 12 X 120 1 600 3 GWH-2 GAS HOT WATER HEATER-2 JAN (142) LP3(L) 19 20 1 2 12 1/2" 12 X 120 1 600 3 GWH-3 GAS HOT WATER HEATER-3 JAN (114) LP2(L) 73 20 1 2 12 1/2" 12 X 120 1 600 3 GWH-4 GAS HOT WATER HEATER-4 TEAM STR/LDY (129) LP3(L)44 20 1 2 12 1/2" 12 X 120 1 600 3 GWH-5 GAS HOT WATER HEATER-5 MECHANICAL (168) LP3(L) 1 20 1 2 12 1/2" 12 X 120 1 600 3 GWH-6 GAS HOT WATER HEATER-6 MECHANICAL (168) LP3(L) 2 20 1 2 12 1/2" 12 X 120 1 600 3 HT-1 HEAT TRACE - 1 RESURFACER/SHOP (170) LP3(L) 81,83 30 2 2 10 3/4" 10 X 208 1 2000 11 HT-2 HEAT TRACE - 2 VESTIBULE (100) LP5 59,61 30 2 2 10 3/4"10 X 208 1 2000 11 HT-3 HEAT TRACE - 3 VESTIBULE (100) LP5 62,64 30 2 2 10 3/4"10 X 208 1 2000 11 HT-4 HEAT TRACE - 4 VESTIBULE (100) LP1(L) 63,65 30 2 2 10 3/4" 10 X 208 1 2000 11 HT-5 HEAT TRACE - 5 VESTIBULE (100) LP5 66,68 30 2 2 10 3/4"10 X 208 1 2000 11 IPT ICE PIT DRAIN RESURFACER/SHOP (170) LP3(L) 8 20 1 2 12 1/2" 12 X 120 1200 2 OFCT-1 OPTICAL FAUCET-1 TLT (162) LP4(L) 16 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-2 OPTICAL FAUCET-2 MEN'S (166) LP4(L) 19 20 1 2 12 1/2"12 X 120 1 180 5 OFCT-3 OPTICAL FAUCET-3 WOMEN'S (165) LP4(L) 24 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-4 OPTICAL FAUCET-4 WARMING ROOM (159) LP4(L) 6 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-5 OPTICAL FAUCET-5 WARMING ROOM (159) LP4(L) 4 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-6 OPTICAL FAUCET-6 TOILETS (106B) LP1(L) 17 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-7 OPTICAL FAUCET-7 MAIN TEAM ROOM (132) LP3(L) 37 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-8 OPTICAL FAUCET-8 WOMEN TLT (128) LP3(L) 47 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-9 OPTICAL FAUCET-9 WOMEN TLT (141) LP3(L) 16 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-10 OPTICAL FAUCET-10 FOOD PREP (115-A) LP2(L) 40 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-11 OPTICAL FAUCET-11 WET TEAM RR (139) LP3(L) 14 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-12 OPTICAL FAUCET-12 REFEREE RR (146) LP3(L) 65 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-13 OPTICAL FAUCET-13 WET TEAM RR (124) LP2(L) 8 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-14 OPTICAL FAUCET-14 WOMEN'S (122) LP2(L) 15 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-15 OPTICAL FAUCET-15 WOMEN'S (122) LP2(L) 72 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-16 OPTICAL FAUCET-16 MEN (121) LP2(L) 14 20 1 2 12 1/2"12 X 120 1 180 5 OFCT-17 OPTICAL FAUCET-17 MEN (121) LP2(L) 26 20 1 2 12 1/2"12 X 120 1 180 5 OFCT-18 OPTICAL FAUCET-18 FOOD PREP (115-A) LP2(L) 45 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-19 OPTICAL FAUCET-19 TOILETS (106A) LP1(L) 59 20 1 2 12 1/2" 12 X 120 1 180 5 OFCT-20 OPTICAL FAUCET-20 FAMILY RESTROOM (120) LP1(L)67 20 1 2 12 1/2" 12 X 120 1 180 5 OFV-1 OPTICAL FLUSH VALVE-1 TLT (162) LP4(L) 15 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-2 OPTICAL FLUSH VALVE-2 MEN'S (166) LP4(L) 20 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-3 OPTICAL FLUSH VALVE-3 MEN'S (166) LP4(L) 21 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-4 OPTICAL FLUSH VALVE-4 WOMEN'S (165) LP4(L) 23 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-5 OPTICAL FLUSH VALVE-5 WOMEN'S (165) LP4(L) 22 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-6 OPTICAL FLUSH VALVE-6 TOILETS (106) LP1(L) 20 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-7 OPTICAL FLUSH VALVE-7 WET TEAM RR (139) LP3(L) 15 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-8 OPTICAL FLUSH VALVE-8 MAIN TEAM ROOM (132) LP3(L) 38 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-9 OPTICAL FLUSH VALVE-9 WOMEN TLT (128) LP3(L) 46 20 1 2 12 1/2" 12 X 120 1 100 6 OFV-10 OPTICAL FLUSH VALVE-10 WOMEN TLT (141) LP3(L) 68 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-11 OPTICAL FLUSH VALVE-11 WET TEAM RR (124) LP2(L)12 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-12 OPTICAL FLUSH VALVE-12 WOMEN'S (122) LP2(L) 24 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-13 OPTICAL FLUSH VALVE-13 WOMEN'S (122) LP2(L) 71 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-14 OPTICAL FLUSH VALVE-14 MEN (121) LP2(L) 22 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-15 OPTICAL FLUSH VALVE-15 WOMEN'S (122) LP2(L) 67 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-16 OPTICAL FLUSH VALVE-16 WOMEN'S (122) LP2(L) 23 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-17 OPTICAL FLUSH VALVE-17 MEN (121) LP2(L) 13 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-18 OPTICAL FLUSH VALVE-18 WOMEN'S (122) LP2(L) 69 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-19 OPTICAL FLUSH VALVE-19 REFEREE RR (146) LP3(L) 67 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-20 OPTICAL FLUSH VALVE-20 FAMILY RESTROOM (120) LP2(L) 44 20 1 2 12 1/2" 12 X 120 1 180 6 OFV-21 OPTICAL FLUSH VALVE-21 FAMILY RESTROOM (120) LP1(L) 68 20 1 2 12 1/2" 12 X 120 1 180 6 WS-1 WATER SOFTENER-1 METER/RISER (179) LP3(L) 35 20 1 2 12 1/2" 12 X 120 1 500 1,3 E - MOTOR WIRING SCHEDULE NO. SERVING LOC. VOLT PHASE HP FLA FEED FROM OCPD BRANCH WIRING MOTOR CONTROLLER DISCONNECT SWITCH SEE NOTEPANEL CKT SIZE POLE NO. SIZE COND GRD SIZE FURN BY INST BY WIRE BY LOC. TYPE FURN BY INST BY WIRE BY LOC. OPTIONS 1 OVERHEAD DOOR 1 RESURFACER/SHOP (170) 120 1 3/4 13.8 LP3(L) 78 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 2 OVERHEAD DOOR 2 RESURFACER/SHOP (170) 120 1 3/4 13.8 LP3(L) 79 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 3 OVERHEAD DOOR 3 GENERAL BUILDING STORAGE (167) 120 1 3/4 13.8 LP4(L) 74 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 4 OVERHEAD DOOR 4 LOADING/RECEIVING/STOR. (160) 120 1 3/4 13.8 LP4(L) 76 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 5 OVERHEAD DOOR 5 MULTI-USE CONVENTION (156) 120 1 3/4 13.8 LP4(L) 78 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 6 OVERHEAD DOOR 6 MULTI-USE CONVENTION (156) 120 1 3/4 13.8 LP1(L) 57 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 7 OVERHEAD DOOR 7 RESURFACER/SHOP (170) 120 1 3/4 13.8 LP3(L) 80 20 1 2 #12 1/2" #12 UM EC EC NU MAN EC EC EC NU 10 E - MECHANICAL SPECIAL OUTLET SCHEDULE - TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B IR-1 IR 1 MERCYHEALTH ARENA (136) MP1 1 20 1 2 12 1/2" 12 X 120 1 756 8 IR-2 IR 2 MERCYHEALTH ARENA (136) MP1 2 20 1 2 12 1/2" 12 X 120 1 756 8 IR-3 IR 3 MERCYHEALTH ARENA (136) MP1 3 20 1 2 12 1/2" 12 X 120 1 756 8 IR-4 IR 4 MERCYHEALTH ARENA (136) MP1 4 20 1 2 12 1/2" 12 X 120 1 756 8 IR-5 IR 5 MERCYHEALTH ARENA (136) MP1 5 20 1 2 12 1/2" 12 X 120 1 756 8 IR-6 IR 6 MERCYHEALTH ARENA (136) MP1 6 20 1 2 12 1/2" 12 X 120 1 756 8 IR-7 IR 7 MERCYHEALTH ARENA (136) MP1 7 20 1 2 12 1/2" 12 X 120 1 756 8 IR-8 IR 8 MERCYHEALTH ARENA (136) MP1 8 20 1 2 12 1/2" 12 X 120 1 756 8 IR-9 IR 9 MERCYHEALTH ARENA (136) MP1 9 20 1 2 12 1/2" 12 X 120 1 756 8 IR-10 IR 10 MERCYHEALTH ARENA (136) MP1 10 20 1 2 12 1/2" 12 X 120 1 756 8 IR-11 IR 11 MERCYHEALTH ARENA (136) MP1 11 20 1 2 12 1/2" 12 X 120 1 756 8 IR-12 IR 12 MERCYHEALTH ARENA (136) MP1 12 20 1 2 12 1/2" 12 X 120 1 756 8 IR-13 IR 13 MERCYHEALTH ARENA (136) MP1 13 20 1 2 12 1/2" 12 X 120 1 756 8 IR-14 IR 14 MERCYHEALTH ARENA (136) MP1 14 20 1 2 12 1/2" 12 X 120 1 756 8 VP-01 VP 01 MEZZANINE (201) MP1 67 20 1 2 12 1/2" 12 X 120 1 1200 8 VP-02 VP 02 MEZZANINE (201) MP1 69 20 1 2 12 1/2" 12 X 120 1 1200 8 VP-03 VP 03 MEZZANINE (201) MP1 70 20 1 2 12 1/2" 12 X 120 1 1200 8 E - PLUMBING SPECIAL OUTLET SCHEDULE ADD ALT 3- TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B OFCT-31 OPTICAL FAUCET-31 TOILETS (106) LP5 45 20 1 2 12 1/2" 12 X 120 1 180 3 OFCT-32 OPTICAL FAUCET-32 TOILETS (106) LP5 40 20 1 2 12 1/2" 12 X 120 1 180 3 OFCT-33 OPTICAL FAUCET-33 TOILETS (106) LP5 42 20 1 2 12 1/2" 12 X 120 1 180 3 OFV-28 OPTICAL FLUSH VALVE-28 TOILETS (106) LP5 38 20 1 2 12 1/2" 12 X 120 1 180 2 OFV-29 OPTICAL FLUSH VALVE-29 TOILETS (106) LP5 47 20 1 2 12 1/2" 12 X 120 1 180 2 OFV-30 OPTICAL FLUSH VALVE-30 TOILETS (106) LP5 19 20 1 2 12 1/2" 12 X 120 1 180 2 E - PLUMBING SPECIAL OUTLET SCHEDULE ADD ALT 1- TYPICAL HW NO. TO FEED LOC.PANEL CIRCUIT NUMBER BREAKER WIRING TERMINAL VOLT PHASE LOAD (W) SEE NOTESIZE POLE NO. SIZE COND GRD SIZE R D B DF-7 DRINKING FOUNTAIN-7 PASSAGE (130) LP5 43 20 1 2 12 1/2"12 X 120 1 600 1 R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX R - RECEPTACLE D - DISCONNECT B - JUNCTION BOX 1 2023/11/17 ADDENDUM #1 FOR REFERENCE ONLY PROVIDED BY OTHERS. THIS DIVISION 26 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HE MAIN FEEDER TO THE MCC AND TERMINATING. ALL OTHER WORK RELATED TO THE MCC IS BY OTHERS. Notes: Total Est. Demand:649 A Total Conn.:610 A Total Est. Demand:539594 VA Total Conn. Load:507.2 kVA Motor 507208 VA 106.39% 539594 VA Load Classification Connected Load Demand Factor Demand Load Panel Totals 16 SPARE 1 20 A 15 SPARE 1 20 A 14 SPARE 1 20 A 13 SPARE 1 20 A 12 SPARE 1 20 A 11 P-7 3 20 A 10 P-5 3 20 A 9 P-4 3 20 A 8 CU1 3 20 A 7 P-6 3 20 A 6 P-3 3 40 A 5 P-2 3 50 A 4 P-1 3 50 A 3 C-3 3 135 A 2 C-2 3 135 A 1 C-1 3 135 A CKT Circuit Description # of Poles Trip Rating Remarks Enclosure:Type 12 LSIG 100% RATED WITH GFEP Mounting:SURFACE Wires:4 MCB Rating:800 A Supply From:UTILITY TRANSF.Phases:3 Mains Type:MCB Volts:480/277 Wye A.I.C. Rating (Fully... SWITCHBOARD: MCC Notes: EV Charger 38400 VA 125.00% 48000 VA Kitchen 7941 VA 86.01% 6830 VA Special Outlet 360997 VA 100.00% 360997 VA Power 1435 VA 100.00% 1435 VA Kitchen Receptacles 5000 VA 70.00% 3500 VA Total Est. Demand:2964 A Receptacle 141814 VA 53.53% 75907 VA Total Conn.:2968 A Other 0 VA 0.00% 0 VA Total Est. Demand:2464517 VA Motor 1819039 VA 101.78% 1851424 VA Total Conn. Load:2467.8 kVA Lighting 93139 VA 125.00% 116423 VA Load Classification Connected Load Demand Factor Demand Load Panel Totals 16 SPACE 3 -- 15 SPACE 3 -- 14 SPACE 3 -- 13 SPACE 3 -- 12 SPACE 3 -- 11 SPARE 3 400 A 10 SPARE 3 400 A 9 SPARE 3 225 A 8 SPARE 3 225 A 7 SPD 3 60 A 6 PANEL EV VIA 75KVA XFMR T-8 3 150 A 5 DISTRIBUTUION PANEL DP4 3 600 A 4 DISTRIBUTION PANEL DP3 3 800 A 3 DISTRIBUTION PANEL DP2 3 600 A 2 DISTRIBUTION PANEL DP1 3 800 A 1 REFRIGERATION MCC 3 800 A CKT Circuit Description # of Poles Trip Rating Remarks Enclosure:NEMA 1 LSIG 100% RATED WITH GFEP Mounting:SURFACE Wires:4 MCB Rating:3000 A Supply From:UTILITY TRANSF.Phases:3 Mains Type:MCB Volts:480/277 Wye A.I.C. Rating (Fully... SWITCHBOARD: MSB 1 1 1 1 1 1 1 1 1 1 1 1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS. 2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE. 3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND ADDITIONAL DETAILS. 4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED. GENERAL NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 12" = 1'-0" ELECTRICAL SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.3 10/04/2023 220025.00 C2023-15 NOTES: Special Outlet 53384 VA 100.00% 53384 VA Total Est. Demand Current:625 A Power 164 VA 100.00% 164 VA Total Conn. Current:600 A Other 0 VA 0.00% 0 VA Total Est. Demand:520 kVA Motor 386112 VA 105.76% 408367 VA Total Conn. Load:499 kVA Lighting 31303 VA 125.00% 39129 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...592 A 593 A 614 A Total Load:164099 VA 164207 VA 170198 VA 59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60 57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46 43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44 41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA / 29064... -- -- --38 35 ---- -- 28566 VA /... -- -- --36 33 ---- -- 28566 VA /... 3 150 A RTU-13 34 31 RTU-4 150 A 3 28566 VA /... -- -- --32 29 ---- -- 13836 VA /... -- -- --30 27 ---- -- 8016 VA / 66... 3 60 A PANEL LS1 via LTG. INVERTER 28 25 PANEL HL1 100 A 3 7616 VA /... -- -- --26 23 ---- -- 10186 VA /... -- -- --24 21 ---- -- 10186 VA /... 3 100 A PANEL LP1 VIA XFMR T-1 22 19 VAV 1-9 40 A 3 10186 VA /... 1 35 A VAV 1-12 20 17 ---- -- 12595 VA /... 1 30 A VAV 1-11 18 15 ---- -- 12867 VA /... 1 30 A VAV 1-10 16 13 T-5 100 A 3 13833 VA /... -- -- --14 11 ---- -- 5757 VA /... -- -- --12 9 ---- -- 5757 VA /... 3 150 A RTU-1 10 7 RTU-2 30 A 3 5757 VA /... 1 15 A VAV 1-13 8 5 VAV 1-17 30 A 1 6005 VA /... -- -- --6 3 VAV 1-16 25 A 1 5623 VA /... -- -- --4 1 VAV 1-15 15 A 1 1884 VA /... 3 45 A VAV 1-14 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:35,000 Mounting:Surface Wires 4 MCB Rating:800 A Supply From:MSB Phases:3 Mains Type:MLO Location:ELECTRIC (157)Volts:480/277 Wye Bussing: Panel Desgination: DP1 PANEL SCHEDULE NOTES: Special Outlet 64501 VA 100.00% 64501 VA Total Est. Demand Current:492 A Power 1271 VA 100.00% 1271 VA Total Conn. Current:490 A Other 0 VA 0.00% 0 VA Total Est. Demand:409 kVA Motor 270416 VA 105.04% 284034 VA Total Conn. Load:408 kVA Lighting 23242 VA 125.00% 29053 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...508 A 475 A 493 A Total Load:140097 VA 131653 VA 135853 VA 59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60 57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 6551... -- -- --48 45 SPARE 20 A 1 0 VA / 8233... -- -- --46 43 VAV 1-5 15 A 1 3740 VA /... 3 100 A PANEL HL2 44 41 ---- -- 17438 VA /... -- -- --42 39 ---- -- 17438 VA /... -- -- --40 37 ERV-6 70 A 3 17438 VA /... 3 125 A PANEL LP2 VIA XMER T-2 38 35 ---- -- 18158 VA /... -- -- --36 33 ---- -- 18158 VA /... -- -- --34 31 ERV-5 100 A 3 18158 VA /... 3 40 A ERV-1 32 29 ---- -- 5979 VA /... -- -- --30 27 ---- -- 5979 VA /... -- -- --28 25 ERV-2 40 A 3 5979 VA /... 3 40 A ERV-3 26 23 ---- -- 11017 VA /... -- -- --24 21 ---- -- 11017 VA /... -- -- --22 19 VAV 1-7 40 A 3 11017 VA /... 3 60 A PANEL LS2 via LTG. INVERTER 20 17 ---- -- 5398 VA /... -- -- --18 15 ---- -- 5398 VA /... -- -- --16 13 VAV 1-8 20 A 3 5398 VA /... 3 25 A VAV 1-6 14 11 SPARE 20 A 1 0 VA / 7806... -- -- --12 9 SPARE 20 A 1 0 VA / 7806... -- -- --10 7 SPARE 20 A 1 0 VA / 7806... 3 30 A VAV 1-4 8 5 SPARE 20 A 1 0 VA / 581 VA -- -- --6 3 VAV 1-3 20 A 1 4377 VA / 58... -- -- --4 1 VAV 1-1 25 A 1 5623 VA / 58... 3 20 A F-03 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:35,000 Mounting:Surface Wires 4 MCB Rating:600 A Supply From:MSB Phases:3 Mains Type:MLO Location:ELECTRICAL (113)Volts:480/277 Wye Bussing: Panel Desgination: DP2 PANEL SCHEDULE NOTES: Total Est. Demand Current:681 A Special Outlet 68544 VA 100.00% 68544 VA Total Conn. Current:662 A Other 0 VA 0.00% 0 VA Total Est. Demand:566 kVA Motor 416134 VA 106.68% 443932 VA Total Conn. Load:550 kVA Lighting 21300 VA 125.00% 26625 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...649 A 672 A 671 A Total Load:179759 VA 185327 VA 184991 VA 71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72 69 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 70 67 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 68 65 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 66 63 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 64 61 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 62 59 ---- -- 443 VA / 0 VA 1 20 A SPARE 60 57 ---- -- 443 VA / 0 VA 1 20 A SPARE 58 55 SPO # Z2 15 A 3 443 VA / 0 VA 1 20 A SPARE 56 53 ---- -- 8304 VA / 44... -- -- --54 51 ---- -- 8304 VA / 44... -- -- --52 49 DHU-2 45 A 3 8304 VA / 44... 3 15 A SPO # Z1 50 47 ---- -- 304 VA /... -- -- --48 45 ---- -- 304 VA /... -- -- --46 43 F-9 15 A 3 304 VA /... 3 70 A DHU-1 44 41 ---- -- 4650 VA /... -- -- --42 39 ---- -- 4650 VA /... -- -- --40 37 RTU- 8 25 A 3 4650 VA /... 3 125 A RTU- 7 38 35 ---- -- 2657 VA / 77... -- -- --36 33 ---- -- 2657 VA /... -- -- --34 31 RTU- 10 15 A 3 2657 VA /... 3 60 A PANEL LS3 via LTG. INVERTER 32 29 ---- -- 5162 VA /... -- -- --30 27 ---- -- 10780 VA /... -- -- --28 25 PANEL HL3 100 A 3 2102 VA /... 3 125 A PANELLP3 VIA XMER T-3 26 23 ---- -- 3986 VA /... -- -- --24 21 ---- -- 3986 VA /... -- -- --22 19 RTU- 12 25 A 3 3986 VA /... 3 20 A BP-1 20 17 ---- -- 3986 VA /... -- -- --18 15 ---- -- 3986 VA /... -- -- --16 13 RTU- 11 25 A 3 3986 VA /... 3 150 A CU-01 14 11 ---- -- 28180 VA /... -- -- --12 9 ---- -- 26534 VA /... -- -- --10 7 PANEL MP-1 VIA XMER T-7 90 A 3 25218 VA /... 3 15 A F-06 8 5 ---- -- 3986 VA /... -- -- --6 3 ---- -- 3986 VA /... -- -- --4 1 RTU- 9 25 A 3 3986 VA /... 3 45 A ERV-4 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:35,000 Mounting:Surface Wires 4 MCB Rating:800 A Supply From:MSB Phases:3 Mains Type:MLO Location:MECHANICAL (168)Volts:480/277 Wye Bussing: Panel Desgination: DP3 PANEL SCHEDULE NOTES: Kitchen 7941 VA 86.01% 6830 VA Total Est. Demand Current:580 A Special Outlet 174568 VA 100.00% 174568 VA Total Conn. Current:560 A Other 0 VA 0.00% 0 VA Total Est. Demand:482 kVA Motor 239168 VA 108.96% 260593 VA Total Conn. Load:466 kVA Lighting 17294 VA 125.00% 21617 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...574 A 553 A 556 A Total Load:158784 VA 153218 VA 153968 VA 59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60 57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46 43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44 41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34 31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32 29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 ---- -- 1494 VA /... -- -- --24 21 ---- -- 1260 VA /... -- -- --22 19 PANEL LS4 via LTG. INVERTER 60 A 3 1345 VA /... 3 100 A PANEL LP6 VIA XMER T-6 20 17 ---- -- 24577 VA /... -- -- --18 15 ---- -- 26511 VA /... -- -- --16 13 PANEL LP4 VIA XMER T-4 100 A 3 29445 VA /... 3 100 A PANEL HL4 14 11 ---- -- 23251 VA / 0... 1 20 A SPARE 12 9 ---- -- 23251 VA / 0... 1 20 A SPARE 10 7 RTU-3 125 A 3 23251 VA / 0... 1 20 A SPARE 8 5 ---- -- 23251 VA /... -- -- --6 3 ---- -- 23251 VA /... -- -- --4 1 RTU- 5 125 A 3 23251 VA /... 3 150 A RTU- 6 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:35,000 Mounting:Surface Wires 4 MCB Rating:600 A Supply From:MSB Phases:3 Mains Type:MLO Location:LOADING (160)Volts:480/277 Wye Bussing: Panel Desgination: DP4 PANEL SCHEDULE NOTES: Total Est. Demand Current:32 A Total Conn. Current:26 A Power 1271 VA 100.00% 1271 VA Total Est. Demand:26 kVA Other 0 VA 0.00% 0 VA Total Conn. Load:21 kVA Lighting 20098 VA 125.00% 25123 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...24 A 30 A 24 A Total Load:6585 VA 8233 VA 6551 VA 41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42 39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40 37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38 35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36 33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34 31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32 29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 LTG. SITE 20 A 1 486 VA / 0 VA 1 20 A LCPB 14 11 LTG. LEV.1 MEN'S 121 20 A 1 726 VA / 369... 1 20 A LTG. SITE 12 9 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 4686 VA /... 1 20 A LTG. ALT TEAM RM 10 7 LTG. LEV.2 MERCYHEALTH SEATING 20 A 1 450 VA / 426...1 20 A LTG. LEV.2 MULTI PURPOSE AREA 8 5 LTG. CONCESSIONS 20 A 1 817 VA / 130... 1 20 A LTG. MENS/WOMENS 6 3 LTG. ICE ARENA/HALL 20 A 1 1280 VA /... 1 20 A LTG. ICE ARENA LOBBY 4 1 LTG. REFEREE, TEAM RM. 20 A 1 717 VA / 672... 1 20 A LTG. TEAM RM. 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:18,000 Mounting:Recessed Wires 4 MCB Rating:100 A Supply From:DP2 Phases:3 Mains Type:MLO Location:ELECTRICAL (113)Volts:480/277 Wye Bussing: Panel Desgination: HL2 PANEL SCHEDULE NOTES: Total Est. Demand Current:44 A Total Conn. Current:35 A Power 164 VA 100.00% 164 VA Total Est. Demand:37 kVA Other 0 VA 0.00% 0 VA Total Conn. Load:29 kVA Lighting 29304 VA 125.00% 36630 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...27 A 29 A 50 A Total Load:7616 VA 8016 VA 13836 VA 41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42 39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40 37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38 35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36 33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34 31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32 29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30 27 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 LTG. ALT 1 MEETING RM 20 A 1 2848 VA / 0... 1 20 A LCPC 20 17 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 3408 VA /... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 18 15 LTG. MEETING RM (A) 20 A 1 674 VA / 264... 1 20 A LTG. LOCKER SHELL 16 13 LTG. ELEVATOR 20 A 1 408 VA / 939... 1 20 A LTG. MEETING RM (A) 14 11 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 2556 VA /... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 12 9 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 3408 VA /... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 10 7 LTG. MAIN LOBBY 20 A 1 692 VA / 88... 1 20 A LTG. ELEVATOR 8 5 LTG. MAIN LOBBY 20 A 1 528 VA / 528... 1 20 A LTG. MAIN LOBBY 6 3 LTG. MAIN LOBBY 20 A 1 462 VA / 652... 1 20 A LTG. MAIN LOBBY/VEST. 4 1 LTG. MEETING, STORE, FIRST AID LTG. 20 A 1 1109 VA /... 1 20 A LTG. ADMIN/SKATE/TOILET 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:18,000 Mounting:Surface Wires 4 MCB Rating:100 A Supply From:DP1 Phases:3 Mains Type:MLO Location:ELECTRIC (157)Volts:480/277 Wye Bussing: Panel Desgination: HL1 PANEL SCHEDULE 1 2023/11/17 ADDENDUM #1 1 1 1 1 11 1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS. 2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE. 3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND ADDITIONAL DETAILS. 4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED. GENERAL NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 12" = 1'-0" ELECTRICAL SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.4 10/04/2023 220025.00 C2023-15 NOTES: Total Est. Demand Current:27 A Total Conn. Current:22 A Total Est. Demand:23 kVA Other 0 VA 0.00% 0 VA Total Conn. Load:18 kVA Lighting 18044 VA 125.00% 22555 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...8 A 41 A 20 A Total Load:2102 VA 10780 VA 5162 VA 41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42 39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40 37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38 35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36 33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34 31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32 29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14 11 LTG. EXTERIOR POLES 20 A 1 486 VA / 369... 1 20 A LTG. EXTERIOR POLES 12 9 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 4686 VA /... 1 20 A LTG. LEV.2 MULTI PURPOSE AREA 10 7 LTG. LEV.2 MERCYHEALTH SEATING 20 A 1 480 VA / 151...1 20 A LTG. PASSAGE 8 5 SPARE 20 A 1 0 VA / 977 VA 1 20 A LTG. MAIN TEAM ROM 6 3 LTG. BUILDING STORAGE 20 A 1 1066 VA / 76... 1 20 A LTG. STORAGE, WET TEAM RM. 4 1 LCPA 20 A 1 0 VA / 110 VA 1 20 A LTG. METER /ELEC. 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:18,000 Mounting:Surface Wires 4 MCB Rating:100 A Supply From:DP3 Phases:3 Mains Type:MLO Location:MECHANICAL (168)Volts:480/277 Wye Bussing: Panel Desgination: HL3 PANEL SCHEDULE NOTES: Total Est. Demand Current:20 A Total Conn. Current:16 A Total Est. Demand:16 kVA Other 0 VA 0.00% 0 VA Total Conn. Load:13 kVA Lighting 13195 VA 125.00% 16494 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...20 A 9 A 22 A Total Load:5023 VA 2476 VA 5696 VA 41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42 39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40 37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38 35 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 36 33 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 34 31 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 32 29 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14 11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12 9 SPARE 20 A 1 0 VA / 0 VA 1 20 A LCPD 10 7 LTG. LEV.2 MULTIPURPOSE AREA 20 A 1 2848 VA / 45... 1 20 A LTG .MULTI PURPOSE ARENA 8 5 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 2848 VA /... 1 20 A LTG. LEV.2 MULTIPURPOSE AREA 6 3 LTG. LOBBY LINK 20 A 1 1270 VA /... 1 20 A LTG. ELEC.,WARMING, LOADING 4 1 LTG. MENS/WOMENS 20 A 1 1062 VA / 65... 1 20 A LTG. MALL CONNECTION 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:18,000 Mounting:Surface Wires 4 MCB Rating:100 A Supply From:DP4 Phases:3 Mains Type:MLO Location:LOADING (160)Volts:480/277 Wye Bussing: Panel Desgination: HL4 PANEL SCHEDULE NOTES: Total Est. Demand Current:3 A Total Conn. Current:2 A Total Est. Demand:2 kVA Other 0 VA 0.00% 0 VA Total Conn. Load:2 kVA Lighting 1999 VA 125.00% 2499 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...2 A 2 A 3 A Total Load:664 VA 534 VA 801 VA 11 Lighting 20 A 1 0 VA / 116 VA 1 20 A LTG. EXTERIOR 12 9 LTG. MEETING RM (A) 20 A 1 0 VA / 0 VA 1 20 A LTG. MEETING RM (A) 10 7 LTG. EXTERIOR 20 A 1 173 VA / 127... 1 20 A LTG. EXTERIOR 8 5 LTG. ADMIN/SKATE/TOILET 20 A 1 163 VA / 522... 1 20 A LTG. EXTERIOR 6 3 LTG. MAIN LOBBY/VEST. 20 A 1 312 VA / 222... 1 20 A LTG. MAIN LOBBY 4 1 LTG.MEETING, STORE, FIRST AID LTG. 20 A 1 172 VA / 192... 1 20 A LTG. MAIN LOBBY 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:14,000 Mounting:Surface Wires 4 MCB Rating:60 A Supply From:DP1 Phases:3 Mains Type:MLO Location:ELECTRIC (157)Volts:480/277 Wye Bussing: Panel Desgination: LS1 PANEL SCHEDULE NOTES: Total Est. Demand Current:5 A Total Conn. Current:4 A Total Est. Demand:4 kVA Total Conn. Load:3 kVA Lighting 3144 VA 125.00% 3930 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...3 A 3 A 5 A Total Load:829 VA 845 VA 1470 VA 11 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 426 VA / 426...1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 12 9 LTG. ALT TEAM RM 20 A 1 228 VA / 58... 1 20 A LTG. ALT TEAM RM (C) 10 7 LTG. TEAM RM. 20 A 1 144 VA / 175... 1 20 A LTG. REFEREE, TEAM RM. 8 5 LTG. LEV.2 MERCYHEALTH SEATING 20 A 1 192 VA / 426...1 20 A LTG. LEV.2 MULTI PURPOSE AREA 6 3 LTG. ICE ARENA LOBBY 20 A 1 203 VA / 356... 1 20 A LTG. MENS/WOMENS 4 1 LTG. ICE ARENA LOBBY 20 A 1 421 VA / 89... 1 20 A LTG. CONCESSIONS 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:14,000 Mounting:Recessed Wires 4 MCB Rating:60 A Supply From:DP2 Phases:3 Mains Type:MLO Location:ELECTRICAL (113)Volts:480/277 Wye Bussing: Panel Desgination: LS2 PANEL SCHEDULE NOTES: Total Est. Demand Current:5 A Total Conn. Current:4 A Total Est. Demand:4 kVA Total Conn. Load:3 kVA Lighting 3256 VA 125.00% 4070 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...5 A 4 A 3 A Total Load:1438 VA 1044 VA 774 VA 11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12 9 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 426 VA / 426... 1 20 A LTG. LEV.2 MULTI PURPOSE AREA 10 7 LTG. LEV.2 MULTI PURPOSE AREA 20 A 1 426 VA / 192... 1 20 A LTG. LEV.2 MERCYHEALTH SEATING 8 5 LTG. LEV.2 MULTIPURPOSE AREA 20 A 1 426 VA / 348... 1 20 A LTG. EXTERIOR 6 3 LTG.WET TEAM RM. 20 A 1 96 VA / 96 VA 1 20 A LTG. MAIN TEAM ROM 4 1 LTG. BUILDING STORAGE 20 A 1 82 VA / 738... 1 20 A LTG. ICE CIRCULATION 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:14,000 Mounting:Recessed Wires 4 MCB Rating:60 A Supply From:DP3 Phases:3 Mains Type:MLO Location:MECHANICAL (168)Volts:480/277 Wye Bussing: Panel Desgination: LS3 PANEL SCHEDULE NOTES: Total Est. Demand Current:6 A Total Conn. Current:5 A Total Est. Demand:5 kVA Other 0 VA 0.00% 0 VA Total Conn. Load:4 kVA Lighting 4099 VA 125.00% 5123 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...5 A 5 A 5 A Total Load:1345 VA 1260 VA 1494 VA 11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12 9 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 426 VA / 426... 1 20 A LTG. LEV. 2 MULTIPURPOSE AREA 10 7 LTG. MULTI PURPOSE ARENA 20 A 1 422 VA / 356... 1 20 A LTG. LEV.2 MULTIPURPOSE AREA 8 5 LTG. LEV. 2 MULTIPURPOSE AREA 20 A 1 1068 VA / 42... 1 20 A LTG. LEV.2 MULTI PURPOSE AREA 6 3 LTG. LOBBY LINK 20 A 1 330 VA / 78... 1 20 A LTG. MALL CONNECTION 4 1 LTG. WARMING RM 20 A 1 293 VA / 274... 1 20 A LTG. MENS/WOMENS 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:14,000 Mounting:Surface Wires 4 MCB Rating:60 A Supply From:DP4 Phases:3 Mains Type:MLO Location:LOADING (160)Volts:480/277 Wye Bussing: Panel Desgination: LS4 PANEL SCHEDULE NOTES: Total Est. Demand Current:114 A Total Conn. Current:122 A Total Est. Demand:41 kVA Special Outlet 25344 VA 100.00% 25344 VA Total Conn. Load:44 kVA Motor 1656 VA 125.00% 2070 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...120 A 126 A 122 A Total Load:14408 VA 15042 VA 14650 VA 89 ---- -- 0 VA / 0 VA 90 87 ---- -- 0 VA / 0 VA 88 85 LP1(R)225 A 3 0 VA / 0 VA 86 83 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 84 81 SPO # FS-22-3 20 A 1 300 VA / 300... 1 20 A SPO # FS-22-4 82 79 SPO#DO1 20 A 1 276 VA / 300... 1 20 A SPO # FS-22-2 80 77 SPO#MS14 20 A 1 276 VA / 276... 1 20 A SPO#MS15 78 75 SPO#MS12 20 A 1 276 VA / 276... 1 20 A SPO#MS13 76 73 SPO#MS10 20 A 1 276 VA / 276... 1 20 A SPO#MS11 74 71 SPO#MS7 20 A 1 276 VA / 276... 1 20 A SPO#MS6 72 69 SPO#MS9 20 A 1 276 VA / 276... 1 20 A SPO#MS8 70 67 SPO # OFCT-20 20 A 1 180 VA / 180... 1 20 A SPO # OFV-21 68 65 ---- -- 1000 VA / 18... 1 20 A SPO # HD-37 66 G 63 SPO#HT-4 - VEST 100 30 A 2 1000 VA / 18... 1 20 A SPO # HD-38 64 G G 61 SPO # HD-35 20 A 1 180 VA / 180... 1 20 A SPO # HD-36 62 G 59 SPO # OFCT-19 20 A 1 180 VA / 540... 1 20 A RECPT ICE ARENA LOBBY 114 60 57 OVERHEAD DOOR-7 20 A 1 1656 VA / 18... 1 20 A SPO # HD-31 58 G G 55 SPO # HD-30 20 A 1 180 VA / 180... 1 20 A SPO # HD-29 56 G 53 RECEPT. RM 165, 166 20 A 1 720 VA / 180... 1 20 A SPO # HD-25 54 G G 51 SPO # HD-24 20 A 1 180 VA / 552... 1 20 A SPO#MBH-1 & 2 52 G 49 SPO # HD-23 20 A 1 180 VA / 100... 1 20 A FAAP-2 VESTIBULE 100 50 47 ---- -- 270 VA / 360... 1 20 A RECEPT. 204 48 45 SPO # PRJ-3 20 A 2 270 VA / 300... 1 20 A SPO # CPY-2 46 43 RECEPT. RM 101 20 A 1 540 VA / 100... 1 20 A SPO # AV-2 44 41 RECEPT. RM 157, 158, 157(A) 20 A 1 540 VA / 100... 1 20 A SPO # SC-7 42 39 SPO # AV-1 20 A 1 1000 VA / 30... 1 20 A SPO # ELC-1 40 37 SPO # ELC-2 20 A 1 300 VA / 900... 1 20 A RECEPT. RM 110 38 35 RECEPT. RM 111 20 A 1 1080 VA /... 1 20 A SPO # REF-1 36 33 RECEPT. RM 109 20 A 1 360 VA / 120... 1 20 A SPO # M-1 34 31 RECEPT. RM 109 20 A 1 540 VA / 500... 1 20 A SPO # SD-2 32 G 29 SPO # COF-1 20 A 1 1200 VA / 30... 1 20 A SPO # ELC-3 30 27 SPO # SD-1 20 A 1 500 VA / 300... 1 20 A SPO # CPY-1 28 25 SPO # ELC-4 20 A 1 300 VA / 198... 1 20 A RECEPT. RM 107 26 23 RECEPT. RM 112 20 A 1 1080 VA /... 1 20 A RECEPT. RM 112 24 21 RECEPT. RM 108 20 A 1 1440 VA /... 1 20 A RECEPT. RM 101 22 19 RECEPT. RM 101 20 A 1 540 VA / 180... 1 20 A OPTICAL FLUSH VALVE- 4 20 17 OPTICAL FAUCET- 6 20 A 1 180 VA / 180... 1 20 A SPO # HD-18 18 G G 15 SPO # HD-17 20 A 1 180 VA / 200... 1 20 A SPO # IT30A3 16 13 SPO # DF-4 20 A 1 600 VA / 360... 1 20 A SPO # ST=3 14 11 RECEPT. RM 104 20 A 1 360 VA / 276... 1 20 A SPO#MS1 12 9 SPO # PRS-3 20 A 1 300 VA / 360... 1 20 A SPO # ST-2 10 7 RECEPT. RM 156 20 A 1 720 VA / 100... 1 20 A SPO # SC-6 8 5 SPO # PRS-2 20 A 1 300 VA / 100... 1 20 A SPO # SC-5 6 3 SPO # ST-1 20 A 1 360 VA / 108... 1 20 A RECPT ICE ARENA LOBBY 114 4 1 RECEPT. RM 156 20 A 1 1260 VA / 30... 1 20 A SPO # PRS-1 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:T-1 Phases:3 Mains Type:MCB Location:ELECTRIC (157)Volts:120/208 Wye Bussing: Panel Desgination: LP1(L) PANEL SCHEDULE 1 2023/11/17 ADDENDUM #1 NOTES: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0 kVA Total Conn. Load:0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...0 A 0 A 0 A Total Load:0 VA 0 VA 0 VA 83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84 81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82 79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80 77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78 75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76 73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74 71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72 69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70 67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68 65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66 63 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 64 61 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 62 59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60 57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46 43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44 41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34 31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32 29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14 11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12 9 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 10 7 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 8 5 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 6 3 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 4 1 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:LP1(L)Phases:3 Mains Type:MLO Location:ELECTRIC (157)Volts:120/208 Wye Bussing: Panel Desgination: LP1(R) PANEL SCHEDULE 1 1 1 11 1 1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS. 2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE. 3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND ADDITIONAL DETAILS. 4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED. GENERAL NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 12" = 1'-0" ELECTRICAL SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.5 10/04/2023 220025.00 C2023-15 NOTES: Total Est. Demand Current:263 A Total Conn. Current:313 A Total Est. Demand:95 kVA Total Conn. Load:113 kVA Special Outlet 64501 VA 100.00% 64501 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...321 A 272 A 359 A Total Load:37762 VA 32640 VA 42273 VA 89 ---- -- 15510 VA / 0...90 87 ---- -- 13084 VA / 0...88 85 LP2(R)225 A 3 13830 VA / 0...86 G 83 SPO # HD-41 20 A 1 1000 VA /... 1 20 A DRINK RAILS-18 84 G 81 SPO # HD-40 20 A 1 1000 VA /... 1 20 A SPO # HD-39 82 G G 79 SPO # HD-33 20 A 1 1000 VA /... 1 20 A SPO # HD-33 80 G 77 RECPT MEN 122 20 A 1 360 VA / 100... 1 20 A SPO # HD-32 78 G 75 RECPT WOMEN 118 20 A 1 540 VA / 100... 1 20 A SPO # HD-22 76 G 73 SPO # GWH-3 20 A 1 600 VA / 100... 1 20 A SPO # HD-21 74 G 71 OPTICAL FAUCET-13 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET-15 72 69 OPTICAL FAUCET-18 20 A 1 180 VA / 360... 1 20 A SPO#MBH-8 70 67 OPTICAL FAUCET-15 20 A 1 180 VA / 360... 1 20 A SPO#MBH-7 68 G 65 SPO # POP-1 20 A 1 1643 VA / 48... 1 20 A SPO # FS-67 66 G G 63 SPO # FS-64 20 A 1 480 VA / 720... 1 20 A RECEPT . RM 115 (C) 64 61 ---- -- 4750 VA /... -- -- --62 G 59 SPO # FS-49-1 20 A 2 4750 VA /... 2 20 A SPO # FS-49-2 60 G 57 RECEPT. RM 115 (A) 20 A 1 1000 VA /... 1 20 A RECEPT. RM 116 58 S 55 RECEPT. RM 116 20 A 1 360 VA / 200... 1 20 A RECEPT. RM 115 (A) 56 S 53 SPO # FS-61 20 A 1 1650 VA / 64... 1 20 A SPO # FS-60 54 G 51 SPO # DIS-1 20 A 1 1020 VA /... 1 20 A SPO # DIS-2 52 G 49 SPO # FS-63-2 20 A 1 480 VA / 115... 1 20 A SPO # FS-48-1 50 G 47 SPO # FS-63-3 20 A 1 480 VA / 480... 1 20 A SPO # FS-50-2 48 G 45 OPTICAL FAUCET-18 20 A 1 180 VA / 480... 1 20 A SPO # FS-63-1 46 G G 43 SPO # FS-50-1 20 A 1 480 VA / 180... 1 20 A OPTICAL FLUSH VALVE-20 44 41 SPO # FS-48-2 20 A 1 1152 VA / 54... 1 20 A RECEPT. RM 115 (A) 42 39 RECEPT. RM 147,148,149 20 A 1 540 VA / 180... 1 20 A OPTICAL FAUCET- 10 40 37 SPO # IT30A5 20 A 1 200 VA / 200... 1 20 A SPO # IT30A4 38 35 RECEPT. RM 150 20 A 1 360 VA / 360... 1 20 A RECEPT. RM 150 36 G 33 RECEPT. RM 150 20 A 1 360 VA / 360... 1 20 A RECEPT. RM 150. 34 G 31 RECEPT. RM 150 20 A 1 360 VA / 360... 1 20 A RECEPT. RM 150 32 29 SPO # GL-2 20 A 1 360 VA / 360... 1 20 A SPO # SC-2 30 G 27 SPO # HD-20 20 A 1 1000 VA / 50... 1 20 A SPO # SD-3 28 25 RECEPT. RM 120, 121 20 A 1 540 VA / 180... 1 20 A OPTICAL FAUCET-17 26 23 OPTICAL FLUSH-16 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH-12 24 G 21 SPO # HD-15 20 A 1 1000 VA / 18... 1 20 A OPTICAL FAUCET-14 22 G 19 SPO # HD-16 20 A 1 1000 VA /... 1 20 A SPO # HD-14 20 G G 17 SPO # HD-11 20 A 1 1000 VA /... 1 20 A SPO # HD-12 18 G 15 OPTICAL FAUCET-14 20 A 1 180 VA / 100... 1 20 A SPO # HD-13 16 G 13 OPTICAL FAUCET-17 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET-16 14 G 11 SPO # HD-10 20 A 1 1000 VA / 18... 1 20 A OPTICAL FLUSH VALVE-11 12 9 RECEPT. RM 123,124,125,126,127 20 A 1 900 VA / 540...1 20 A RECEPT. RM 153 10 7 RECEPT. RM 115 (A) 20 A 1 360 VA / 180... 1 20 A OPTICAL FAUCET-13 8 5 SPO # DF-5 20 A 1 600 VA / 720... 1 20 A RECEPT. RM 151 6 3 SPO # FS-54 20 A 1 936 VA / 900... 1 20 A RECEPT. RM 117, 119 4 1 RECEPT. RM 113 20 A 1 180 VA / 720... 1 20 A RECEPT. RM 144 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Recessed Wires 4 MCB Rating:300 A Supply From:T-2 Phases:3 Mains Type:MCB Location:ELECTRICAL (113)Volts:120/208 Wye Bussing: Panel Desgination: LP2(L) PANEL SCHEDULE NOTES: Total Est. Demand Current:207 A Total Conn. Current:247 A Total Est. Demand:75 kVA Special Outlet 44550 VA 100.00% 44550 VA Total Conn. Load:89 kVA Motor 4968 VA 108.33% 5382 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...264 A 225 A 263 A Total Load:31032 VA 27000 VA 30906 VA 89 ---- -- 0 VA / 4680... -- -- --90 87 ---- -- 0 VA / 4680... -- -- --88 85 ---- 3 0 VA / 7020... 3 300 A LP3(R)86 83 ---- -- 1000 VA / 0... 1 20 A SPARE 84 81 SPO # HT-1 - SHOP 170 30 A 2 1000 VA / 0... 1 20 A SPARE 82 79 OVERHEAD DOOR-2 20 A 1 1656 VA /... 1 20 A OVERHEAD DOOR-8 80 77 RECPT ICE ARENA LOBBY 114 20 A 1 360 VA / 165... 1 20 A OVERHEAD DOOR-1 78 75 DRINK RAILS-35 20 A 1 1170 VA /... 1 20 A DRINK RAILS-36 76 73 DRINK RAILS-33 20 A 1 1170 VA /... 1 20 A DRINK RAILS-34 74 71 DRINK RAILS-31 20 A 1 1170 VA /... 1 20 A DRINK RAILS-32 72 69 DRINK RAILS-29 20 A 1 1170 VA /... 1 20 A DRINK RAILS-30 70 67 OPTICAL FLUSH VALVE-19 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH VALVE-10 68 65 OPTICAL FAUCET-12 20 A 1 180 VA / 108... 1 20 A SPO # EL20, EL21, EL22 66 63 SPO # ELC-5 20 A 1 500 VA / 100... 1 20 A SPO # HD-19 64 G 61 SPO # EL17, EL18, EL19 20 A 1 1080 VA / 50... 1 20 A SPO # ELC-6 62 59 SPO # CSB-3 20 A 1 360 VA / 360... 1 20 A SPO # CSB-4 60 57 SPO # CSB-1 20 A 1 360 VA / 360... 1 20 A SPO # CSB-2 58 55 SPO # EL4, EL5, EL6 20 A 1 1080 VA / 72... 1 20 A SPO # EL7, EL8 56 53 ---- -- 2500 VA /... -- -- --54 G 51 SPO # D-2 20 A 2 2500 VA /... 2 20 A SPO # D-3 52 G G 49 SPO # W-2 20 A 1 1500 VA /... 1 20 A SPO # W-3 50 G 47 OPTICAL FAUCET- 8 20 A 1 180 VA / 100... 1 20 A SPO # HD-3 48 G 45 SPO # DF-2 20 A 1 600 VA / 100... 1 20 A OPTICAL FLUSH-9 46 43 RECEPT. RM 128/129 20 A 1 720 VA / 600... 1 20 A SPO # GWH-4 44 41 RECEPT. RM 126 20 A 1 180 VA / 900... 1 20 A RECEPT. RM 131 42 G 39 SPO # HD-4 20 A 1 1000 VA / 72... 1 20 A RECEPT. RM 132 40 37 OPTICAL FAUCET-7 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH-8 38 35 SPO # WS-2 20 A 1 500 VA / 360... 1 20 A RECEPT. RM 126 36 33 RECEPT. RM 124 20 A 1 1000 VA / 72... 1 20 A RECEPT.RM 144/179 34 31 RECEPT. RM 134 20 A 1 540 VA / 360... 1 20 A RECEPT. RM 134 32 29 RECEPT. RM 125 20 A 1 720 VA / 180... 1 20 A RECEPT. RM 125 30 27 SPO # SC-1 20 A 1 360 VA / 108... 1 20 A SPO # EL1, EL2, EL3 28 25 SPO # GL-1 20 A 1 360 VA / 250... -- -- --26 G 23 SPO # W-1 20 A 1 1330 VA /... 2 20 A SPO # D-1 24 G 21 SPO # DF-3 20 A 1 600 VA / 360... 1 20 A RECEPT. RM 144 22 19 SPO # GWH-2 20 A 1 600 VA / 100... 1 20 A FACP 20 G 17 SPO # HD-2 20 A 1 1000 VA /... 1 20 A RECEPT. RM 143 18 15 OPTICAL FLUSH VALVE-7 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET-9 16 G 13 SPO # HD-1 20 A 1 1000 VA / 18... 1 20 A OPTICAL FAUCET-11 14 11 RECEPT. PASSAGE 135 20 A 1 540 VA / 108... 1 20 A RECEPT. RM 137, 138, 139, 140 12 9 REC. RM. 152 20 A 1 900 VA / 360... 1 20 A RECEPT. RM 145 10 G 7 SPO # HD-42 20 A 1 1000 VA /... 1 20 A SPO - ICE PIT DRAIN - RM170 8 G 5 RECEPT. 135 20 A 1 1080 VA /... 1 20 A RECEPT. RM 170 6 3 RECEPT. RM 168 20 A 1 720 VA / 540... 1 20 A RECEPT. RM 169 4 1 SPO # GWH-5 20 A 1 600 VA / 600... 1 20 A SPO # GWH-6 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:T-3 Phases:3 Mains Type:MCB Location:MECHANICAL (168)Volts:120/208 Wye Bussing: Panel Desgination: LP3(L) PANEL SCHEDULE NOTES: Total Est. Demand Current:109 A Total Conn. Current:109 A Total Est. Demand:39 kVA Special Outlet 28040 VA 100.00% 28040 VA Total Conn. Load:39 kVA Motor 816 VA 125.00% 1020 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...116 A 108 A 105 A Total Load:13833 VA 12867 VA 12595 VA 83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84 81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82 79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80 77 SPACE -- 1 0 VA / 0 VA 1 20 A SPARE 78 75 SPACE -- 1 0 VA / 0 VA 1 20 A SPARE 76 73 SPACE -- 1 0 VA / 0 VA 1 20 A SPARE 74 71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72 69 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 70 67 SPARE 20 A 1 0 VA / 1000... -- -- --68 65 SPARE 20 A 1 0 VA / 1000... 2 30 A SPO#HT-3 - J.C. 114 66 63 REC. - FAMILY RR 106 20 A 1 360 VA / 100... -- -- --64 61 ---- -- 1000 VA /... 2 30 A SPO#HT-3 - VEST 100 62 59 SPO#HT-2 - VEST 100 30 A 2 1000 VA / 77... -- -- --60 57 SPO#MBH-6 20 A 1 552 VA / 770... 2 20 A SPO # PRJ-2 58 55 SPO#MS4 20 A 1 276 VA / 552... 1 20 A SPO#MBH-5 56 53 ---- -- 200 VA / 276... 1 20 A SPO#MS3 54 51 ---- -- 200 VA / 276... 1 20 A SPO#MS2 52 49 SPO # PW-5 RM 188 20 A 3 200 VA / 720... 1 20 A Receptacle 50 47 OPTICAL FLUSH VALVE-29 20 A 1 180 VA / 200... -- -- --48 45 OPTICAL FAUCET-31 20 A 1 180 VA / 200... -- -- --46 43 SPO # DF-7 20 A 1 600 VA / 200... 3 20 A SPO # PW-5 RM 188 44 41 RECEPT. RM 187 20 A 1 900 VA / 180... 1 20 A OPTICAL FAUCET-33 42 39 RECEPT. RM 104 , 105 20 A 1 1440 VA / 18... 1 20 A OPTICAL FAUCET-32 40 37 SPO # ESP-1 20 A 1 816 VA / 180... 1 20 A OPTICAL FLUSH VALVE-28 38 35 RECEPT. RM 180A 20 A 1 720 VA / 540... 1 20 A RECEPT. RM 189 36 33 ---- -- 667 VA / 900... 1 20 A RECEPT. RM 184(C) 34 31 ---- -- 667 VA / 720... 1 20 A RECEPT. RM 103 32 29 SPO # STG-3-1 20 A 3 667 VA / 720... 1 20 A RECEPT. RM 102 30 27 ---- -- 541 VA / 126... 1 20 A RECEPT. RM 181(A) 28 25 ---- -- 541 VA / 541... -- -- --26 23 SPO # PW-3 RM 156 20 A 3 541 VA / 541... -- -- --24 21 RECEPT. STAGE 2 20 A 1 360 VA / 541... 3 20 A SPO # PW-4 RM 156 22 19 OPTICAL FLUSH VALVE-30 20 A 1 180 VA / 667... -- -- --20 17 ---- -- 541 VA / 667... -- -- --18 15 ---- -- 541 VA / 667... 3 20 A SPO # STG-2-1 16 13 SPO # PW-1 RM 156 20 A 3 541 VA / 541... -- -- --14 11 RECEPT. RM 182(B) 20 A 1 1080 VA / 54... -- -- --12 9 ---- -- 667 VA / 541... 3 20 A SPO # PW-2 RM 156 10 7 ---- -- 667 VA / 667... -- -- --8 5 SPO # STG-4-1 20 A 3 667 VA / 667... -- -- --6 3 RECEPT. STAGE 1 20 A 1 360 VA / 667... 3 20 A SPO # STG-1-1 4 1 RECPT STG-3 20 A 1 360 VA / 120... 1 20 A SPO#MBH-3&4 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:T-5 Phases:3 Mains Type:MCB Location:ELECTRIC (157)Volts:120/208 Wye Bussing: Panel Desgination: LP5 PANEL SCHEDULE 1 2023/11/17 ADDENDUM #1 NOTES: Total Est. Demand Current:37 A Total Conn. Current:45 A Total Est. Demand:13 kVA Total Conn. Load:16 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...59 A 39 A 39 A Total Load:7020 VA 4680 VA 4680 VA 83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84 81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82 79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80 77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78 75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76 73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74 71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72 69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70 67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68 65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66 63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64 61 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 62 59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60 57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58 55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56 53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54 51 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 52 49 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 50 47 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 48 45 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 46 43 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 44 41 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 42 39 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 40 37 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 38 35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34 31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32 29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 DRINK RAILS-55 20 A 1 1170 VA /... 1 20 A DRINK RAILS-68 14 11 DRINK RAILS-53 20 A 1 1170 VA /... 1 20 A DRINK RAILS-54 12 9 DRINK RAILS-51 20 A 1 1170 VA /... 1 20 A DRINK RAILS-52 10 7 DRINK RAILS-49 20 A 1 1170 VA /... 1 20 A DRINK RAILS-50 8 5 DRINK RAILS-47 20 A 1 1170 VA /... 1 20 A DRINK RAILS-48 6 3 DRINK RAILS-45 20 A 1 1170 VA /... 1 20 A DRINK RAILS-46 4 1 DRINK RAILS-70 20 A 1 1170 VA /... 1 20 A DRINK RAILS-44 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:LP3(L)Phases:3 Mains Type:MLO Location:MECHANICAL (168)Volts:120/208 Wye Bussing: Panel Desgination: LP3(R) PANEL SCHEDULE NOTES: Total Est. Demand Current:87 A Total Conn. Current:118 A Total Est. Demand:31 kVA Total Conn. Load:42 kVA Special Outlet 10500 VA 100.00% 10500 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...116 A 109 A 130 A Total Load:13830 VA 13084 VA 15510 VA 83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84 81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82 79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80 77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78 75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76 73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74 71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72 69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70 67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68 65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66 63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64 61 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 62 59 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 60 57 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 58 55 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 56 53 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46 43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44 41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA / 770 VA -- -- --38 35 ---- -- 3300 VA / 77... 2 20 A SPO # PRJ-5 36 G 33 SPO # FS-66 40 A 2 3300 VA / 36... 1 20 A SPO # MBH-9 34 31 RECEPT. RM 203 20 A 1 360 VA / 100... 1 20 A SPO # AV-6 32 29 RECEPT. RM 202 20 A 1 1080 VA /... 1 20 A SPO U/C REFRIGERATOR-6 30 27 DRINK RAILS-12 20 A 1 32 VA / 32 VA 1 20 A DRINK RAILS-11 28 25 DRINK RAILS-17 20 A 1 1170 VA /... 1 20 A DRINK RAILS-15 26 23 DRINK RAILS-14 20 A 1 1170 VA /... 1 20 A DRINK RAILS-13 24 21 DRINK RAILS-66 20 A 1 1170 VA /... 1 20 A DRINK RAILS-67 22 19 DRINK RAILS-19 20 A 1 1170 VA /... 1 20 A DRINK RAILS-43 20 17 DRINK RAILS-21 20 A 1 1170 VA /... 1 20 A DRINK RAILS-20 18 15 DRINK RAILS-23 20 A 1 1170 VA /... 1 20 A DRINK RAILS-22 16 13 DRINK RAILS-25 20 A 1 1170 VA /... 1 20 A DRINK RAILS-24 14 11 DRINK RAILS-28 20 A 1 1170 VA /... 1 20 A DRINK RAILS-26 12 9 DRINK RAILS-64 20 A 1 1170 VA /... 1 20 A DRINK RAILS-65 10 7 DRINK RAILS-62 20 A 1 1170 VA /... 1 20 A DRINK RAILS-63 8 5 DRINK RAILS-60 20 A 1 1170 VA /... 1 20 A DRINK RAILS-61 6 3 DRINK RAILS-58 20 A 1 1170 VA /... 1 20 A DRINK RAILS-59 4 1 DRINK RAILS-56 20 A 1 1170 VA /... 1 20 A DRINK RAILS-57 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Recessed Wires 4 MCB Rating:225 A Supply From:LP2(L)Phases:3 Mains Type:MLO Location:ELECTRICAL (113)Volts:120/208 Wye Bussing: Panel Desgination: LP2(R) PANEL SCHEDULE 11 1 1 1 1 1. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS. 2. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE. 3. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS WITH L INDICATING ONE TUB AND R INDICATING WITH THE OTHER TUB. TUBS MAY EITHER BE 42 POLE OR 54 POLE. SEE SCHDULE AND ADDITIONAL DETAILS. 4. IN ADDITION TO ALL SHOWN BREAKERS, MSB-A, MDP-B, AND MDP-C SHALL HAVE SPACES FOR FUTURE EXPANSION. REFER TO THE ONE-LINE DIAGRAMS FOR EXACT NUMBER OF SPACES REQUIRED. GENERAL NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: 12" = 1'-0" ELECTRICAL SCHEDULES WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E5.6 10/04/2023 220025.00 C2023-15 1 2023/11/17 ADDENDUM #1 NOTES: Total Est. Demand Current:22 A Total Conn. Current:22 A Total Est. Demand:8 kVA Total Conn. Load:8 kVA Special Outlet 8100 VA 100.00% 8100 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...36 A 34 A 5 A Total Load:3900 VA 3600 VA 600 VA 83 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 84 81 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 82 79 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 80 77 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 78 75 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 76 73 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 74 71 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 72 69 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 70 67 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 68 65 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 66 63 SPACE -- 1 0 VA / 0 VA 1 -- SPACE 64 61 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 62 59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60 57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46 43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44 41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34 31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32 29 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 30 27 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 28 25 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 26 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14 11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12 9 10 7 SPO # FS-21-5 20 A 1 300 VA / 0 VA 8 5 SPO # FS-21-3 20 A 1 300 VA / 300... 1 20 A SPO # FS-21-4 6 3 ---- -- 3300 VA / 30... 1 20 A SPO # FS-21-2 4 G 1 SPO # FS-28 40 A 2 3300 VA / 30... 1 20 A SPO # FS-21-1 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:LP4(L)Phases:3 Mains Type:MLO Location:LOADING (160)Volts:120/208 Wye Bussing: Panel Desgination: LP4(R) PANEL SCHEDULE NOTES: Total Est. Demand Current:203 A Total Conn. Current:224 A Kitchen 7941 VA 86.01% 6830 VA Total Est. Demand:73 kVA Special Outlet 31628 VA 100.00% 31628 VA Total Conn. Load:81 kVA Motor 13964 VA 116.11% 16213 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...248 A 223 A 205 A Total Load:29445 VA 26511 VA 24577 VA 89 ---- -- 600 VA / 0 VA 1 20 A SPARE 90 87 ---- -- 3600 VA / 0... 1 20 A SPARE 88 85 LP4(R)300 A 3 3900 VA / 0... 1 20 A SPARE 86 83 SPARE 20 A 1 0 VA / 770 VA -- -- --84 81 SPO # AV-9 20 A 1 500 VA / 770... 2 20 A SPO # PRJ-4 82 79 SPO # AV-7 20 A 1 500 VA / 500... 1 20 A SPO # AV-8 80 77 SPARE 20 A 1 0 VA / 1656... 1 20 A OVERHEAD DOOR-6 78 G 75 SPO # FS-10 20 A 1 500 VA / 165... 1 20 A OVERHEAD DOOR-4 76 G 73 SPO # FS-9-2 20 A 1 960 VA / 165... 1 20 A OVERHEAD DOOR-3 74 71 SPO # AV-5 20 A 1 1000 VA /... 1 20 A SPO # ST-4 72 69 SPO # FS-22-1 20 A 1 300 VA / 0 VA 1 20 A SPARE 70 67 DRINK RAILS-41 20 A 1 1170 VA /... 1 20 A DRINK RAILS-42 68 65 DRINK RAILS-39 20 A 1 1170 VA /... 1 20 A DRINK RAILS-40 66 63 DRINK RAILS-37 20 A 1 1170 VA /... 1 20 A DRINK RAILS-38 64 61 DRINK RAILS-9 20 A 1 1170 VA /... 1 20 A DRINK RAILS-10 62 59 DRINK RAILS-7 20 A 1 1170 VA /... 1 20 A DRINK RAILS-8 60 57 DRINK RAILS-5 20 A 1 1170 VA /... 1 20 A DRINK RAILS-6 58 55 DRINK RAILS-3 20 A 1 1170 VA /... 1 20 A DRINK RAILS-4 56 53 SPO # AV-4 20 A 1 1000 VA /... -- -- --54 51 DRINK RAILS-2 20 A 1 1170 VA /... -- -- --52 49 SPO # ELL-1 20 A 1 500 VA / 299... 3 60 A SPO # ELV-1 50 47 SPO # EA-1 20 A 1 500 VA / 180... 1 20 A RECEPT. RM 152 48 45 SPO # GL-3 20 A 1 120 VA / 100... 1 20 A SPO # SC-4 46 43 SPO # ST-5 20 A 1 1000 VA /... 1 20 A SPO # EL26, EL27, EL28 44 41 SPO # CSB7, CSB8 20 A 1 720 VA / 720... 1 20 A SPO # EL23,EL24,EL25 42 39 SPO # EL12, EL13, EL14, EL15, EL16 20 A 1 1800 VA /... 1 20 A SPO # FS-5 40 G 37 SPO # CSB5, CSB6 20 A 1 720 VA / 648... 1 20 A SPO # FS-23-1 38 G 35 SPO # EL9, EL10, EL11 20 A 1 1080 VA / 90... 1 20 A RECEPT. RM 160 36 G 33 SPO # FS-23-2 20 A 1 648 VA / 120... 1 20 A SPO # GL-4 34 31 SPO # IT30A2 20 A 1 200 VA / 100... 1 20 A SPO # SC-3 32 29 RECEPT. RM 175 20 A 1 720 VA / 180... 1 20 A RECEPT. RM 154B 30 27 RECEPT. RM 167 20 A 1 1440 VA / 54... 1 20 A RECEPT. RM 173,174 28 25 SPO # GWH-1 20 A 1 600 VA / 117... 1 20 A DRINK RAILS-1 26 23 OPTICAL FLUSH VALVE- 4 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET- 3 24 21 OPTICAL FLUSH VALVE- 3 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH VALVE- 5 22 19 OPTICAL FAUCET- 2 20 A 1 180 VA / 180... 1 20 A OPTICAL FLUSH VALVE- 2 20 G 17 SPO # HD-5 20 A 1 1000 VA / 36... 1 20 A RECEPT. RM 162,163 18 15 OPTICAL FLUSH VALVE- 1 20 A 1 180 VA / 180... 1 20 A OPTICAL FAUCET- 1 16 13 SPO # AV-3 20 A 1 1000 VA / 72... 1 20 A RECEPT. RM 164 14 11 SPO # DF-1 20 A 1 600 VA / 960... 1 20 A SPO # FS-9-1 12 G 9 ---- -- 792 VA / 112... 1 20 A SPO # FS-27 10 G 7 ---- -- 792 VA / 500... 1 20 A SPO # AVM-4 8 5 SPO # FS-17 20 A 3 792 VA / 180... 1 20 A OPTICAL FAUCET- 4 6 G 3 SPO # FS-23-3 20 A 1 648 VA / 180... 1 20 A OPTICAL FAUCET- 5 4 1 RECEPT. RM 101 20 A 1 1080 VA / 54... 1 20 A RECEPT. RM 159 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:T-4 Phases:3 Mains Type:MCB Location:LOADING (160)Volts:120/208 Wye Bussing: Panel Desgination: LP4(L) PANEL SCHEDULE NOTES: Total Est. Demand Current:397 A Total Conn. Current:397 A Total Est. Demand:143 kVA Total Conn. Load:143 kVA Special Outlet 142940 VA 100.00% 142940 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...400 A 400 A 393 A Total Load:47903 VA 47903 VA 47133 VA 83 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 84 81 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 82 79 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 80 77 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 78 75 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 76 73 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 74 71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72 69 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 70 67 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 68 65 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 66 63 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 64 61 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 62 59 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 60 57 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 58 55 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 56 53 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 54 51 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 52 49 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 50 47 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 48 45 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 46 43 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 44 41 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 34 31 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 32 29 ---- -- 4333 VA / 0... 1 20 A SPARE 30 27 ---- -- 4333 VA / 77... -- -- --28 25 SPO # SPB-4 60 A 3 4333 VA / 77... 2 20 A SPO # PRJ-1 26 23 ---- -- 8400 VA /... -- -- --24 21 ---- -- 8400 VA /... -- -- --22 19 SPO # RSP-1 100 A 3 8400 VA /... 3 60 A SPO # SPB-3 20 17 ---- -- 4333 VA /... -- -- --18 15 ---- -- 4333 VA /... -- -- --16 13 SPO # SPB-2 60 A 3 4333 VA /... 3 100 A SPO # RSP-2 14 11 ---- -- 4333 VA /... -- -- --12 9 ---- -- 4333 VA /... -- -- --10 7 SPO#SBP-6 60 A 3 4333 VA /... 3 60 A SPO # SPB-1 8 5 ---- -- 4333 VA /... -- -- --6 3 ---- -- 4333 VA /... -- -- --4 1 SPO#SBP-5 60 A 3 4333 VA /... 3 60 A SPO#SBP-8 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:400 A Supply From:150 kVA, 277 V/480 V,...Phases:3 Mains Type:MCB Location:Volts:120/208 Wye Bussing: Panel Desgination: LP6 PANEL SCHEDULE NOTES: Total Est. Demand Current:133 A Total Conn. Current:107 A Total Est. Demand:48 kVA Total Conn. Load:38 kVA EV Charger 38400 VA 125.00% 48000 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...126 A 126 A 80 A Total Load:14400 VA 14400 VA 9600 VA 23 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 24 21 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 22 19 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 20 17 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 18 15 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 16 13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14 11 ---- -- 4800 VA / 0... -- -- --12 G 9 EV CHARGER-4 50 A 2 4800 VA / 0... 2 50 A SPARE 10 G 7 ---- -- 4800 VA / 0... -- -- --8 G 5 EV CHARGER-3 50 A 2 4800 VA / 0... 2 50 A SPARE 6 G 3 ---- -- 4800 VA /... -- -- --4 G 1 EV CHARGER-1 50 A 2 4800 VA /... 2 50 A EV CHARGER-2 2 G CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:42,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:T-8 Phases:3 Mains Type:MCB Location:ELEC 134 Volts:120/208 Wye Bussing: Panel Desgination: EV PANEL SCHEDULE NOTES: Total Est. Demand Current:227 A Total Conn. Current:222 A Total Est. Demand:82 kVA Special Outlet 14184 VA 100.00% 14184 VA Total Conn. Load:80 kVA Motor 61069 VA 102.81% 62785 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals S = SHUNT TRIP CKT = CIRCUIT G = GROUND FAULT SENSING CB = CIRCUIT BREAKER E = EXISTING SPARE CIRCUIT BREAKER TO BE REUSED MCB = MAIN CIRCUIT BREAKER N = PROVIDE CIRCUIT BREAKER, SIZE AS INDICATED MLO = MAIN LUGS ONLY CIRCUIT BREAKER INFORMATION LEGEND:ABBREVIATIONS: Total...210 A 223 A 237 A Total Load:25218 VA 26534 VA 28180 VA 83 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 84 81 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 82 79 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 80 77 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 78 75 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 76 73 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 74 71 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 72 69 SPO # VP-02 20 A 1 1200 VA /... 1 20 A SPO # VP-03 70 67 SPO # VP-01 20 A 1 1200 VA /... -- -- --68 65 ---- -- 1331 VA /... -- -- --66 63 ---- -- 1331 VA /... 3 20 A EUH-8 64 61 EUH-7 20 A 3 1331 VA /... -- -- --62 59 ---- -- 1331 VA /... -- -- --60 57 ---- -- 1331 VA /... 3 20 A EUH-6 58 55 EUH-3 20 A 3 1331 VA /... -- -- --56 53 ---- -- 1331 VA /... -- -- --54 51 ---- -- 1331 VA /... 3 20 A EUH-2 52 49 EUH-1 20 A 3 1331 VA /... -- -- --50 47 ---- -- 3432 VA /... 2 30 A AC-4B 48 45 AC-7B 40 A 2 3432 VA /... -- -- --46 43 ---- -- 1144 VA /... 2 30 A AC-3B 44 41 AC-6B 30 A 2 1144 VA /... -- -- --42 39 RECEPT. ROOF 20 A 1 540 VA / 114... 2 30 A AC-5B 40 37 RECEPT. ROOF 20 A 1 1080 VA /... 1 20 A RECEPT. ROOF 38 35 RECEPT. ROOF 20 A 1 720 VA / 150... 1 20 A EUH-5 36 33 RECEPT. ROOF 20 A 1 540 VA / 528... 1 20 A F-08 34 31 ---- -- 1144 VA / 52... 1 20 A F-07 32 29 AC-1B 30 A 2 1144 VA /... -- -- --30 27 UH-1 15 A 1 444 VA / 114... 2 30 A AC-2B 28 25 F-05 15 A 1 390 VA / 156... 1 20 A SPO # TMV-3 26 23 EUH-4 20 A 1 1500 VA /... 1 15 A F-04 24 21 F-01 15 A 1 390 VA / 696... 1 15 A F-02 22 19 SPO # CP-4 20 A 1 1560 VA / 72... 1 20 A RECEPT. ROOF 20 17 SPO # CP-1 20 A 1 1560 VA /... 1 20 A SPO # CP-5 18 15 SPO # CP-2 20 A 1 1560 VA /... 1 20 A SPO # CP-3 16 13 IR-13 20 A 1 756 VA / 756... 1 20 A IR-14 14 11 IR-11 20 A 1 756 VA / 756... 1 20 A IR-12 12 9 IR-9 20 A 1 756 VA / 756... 1 20 A IR-10 10 7 IR-7 20 A 1 756 VA / 756... 1 20 A IR-8 8 5 IR-5 20 A 1 756 VA / 756... 1 20 A IR-6 6 3 IR-3 20 A 1 756 VA / 756... 1 20 A IR-4 4 1 IR-1 20 A 1 756 VA / 756... 1 20 A IR-2 2 CB INFO CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CB INFO Number of Tubs:1 A.I.C. Rating:10,000 Mounting:Surface Wires 4 MCB Rating:225 A Supply From:T-7 Phases:3 Mains Type:MCB Location:MECHANICAL (168)Volts:120/208 Wye Bussing: Panel Desgination: MP1 PANEL SCHEDULE 1 1 1 1 1 11 1 1 #2 WALKERDUCT PRO SERIES, OR EQUAL. ONE FOR POWER, ONE FOR COMMUNICATIONS. NOTES: 1. PROVIDE DUCT SUPPORTS FOR SLAB ON GRADE INSTALLATION (AS SHOWN ON DETAIL). WHEN DUCT IS MOUNTED ON STEEL METAL DECK, THEN SECURE DUCT TO METAL DECK BY WELDING. 2. PROVIDE 1/4" OF CONCRETE TOPPING OVER PRESET. 3. PROVIDE FLUSH COVER CARPET PLATE OR BRASS DOUBLE TRIM PLATE AS REQUIRED, WITH 3/4" CONDUIT FITTING. PROVIDE CARPET FOR PLAT AS REQUIRED. X 2" PRESET SEE NOTE 1 2'-0" ON CENTER SEE NOTE 3 90° ELBOW SEE NOTE 2 CONNECTION SEALTIGHT FLEX COMMUNICATION WIRING. INTERNAL POWER AND SECTION FOR DIVIDED RACEWAY MODULAR FURNITURE WALL. WIREMOLD RFB4 SERIES OR EQUAL RECESSED FLOOR BOX NOTES: 1. PROVIDE FLOOR PORT "FP" SERIES OR EQUAL BRASS FURNITURE FEED ASSEMBLY, TILE CARPIT FLANGE, WITH A 1" PLUG FOR POWER AND 2" PLUG FOR TELECOM. 2. INSTALL A (2) 1" CONDUIT FROM COMMUNICATION/DATA FLOOR BOX TO AN ACCESSIBLE CEILING SPACE. 3. IN BOTH POWER AND COMMUNICATION/DATA FLOOR BOXES, LEAVE 6" OF EXTRA WIRE OR CABLE TO ALLOW FOR REMOVAL OF COVER PLATE. 4. FOR ELECTRICAL SERVICE PROVIDE (1) 20AMP 3-POLE AND (1) 1-POLE BREAKERS. 5. THE FURNITURE WILL BE PRE-WIRED, USING AN 8-WIRE, FOUR CIRCUIT SYSTEM. SEALTITE FLEXFURNISHED WITH FURNITURE WIRED TO BUILDING BY E.C. 6. SEE FURNITURE PLANS FOR EXACT LOCATION OF ALL FURNITURE CONNECTIONS. 21 SEE NOTE 1 90° ELBOW CONNECTION 1" SEALTIGHT FLEX COMMUNICATION WIRING.INTERNAL POWER AND SECTION FOR DIVIDED RACEWAY MODULAR FURNITUREWALL.(TELECOM). 2" SEALTITE FLEX. (POWER) 120/208V, 3PH, 4W PANEL 1/A FED FROM MSB, BKR. 4 NAMEPLATE COLOR: NORMAL = BLACK LETTER (FILL) COLOR: NORMAL = WHITE EQUIPMENT DESIGNATION INDICATE VOLTAGE, NO. OF PHASES, NO. OF WIRES ATTACH NAMEPLATE WITH 2 SCREWS INDICATE WHERE THIS EQUIPMENT IS FED FROM LETTERING SHALL BE 1/4" HIGH 65 KAIC AIC RATING PER SHORT CIRCUIT STUDY 1" CONDUIT STUBBED INTO NEAREST ACCESSIBLE CEILING CAVITY SINGLE GANG TRIM RING 4" SQUARE, 2 1/8" DEEP BOX WITH AND BUSHINGS AT BOTH ENDS INSTALL PULL STRING IN CONDUIT 1. IF THE CONTRACTOR IS NOT PROVIDING TERMINATION JACKS, PROVIDE A BLANK COVERPLATE. COVERPLATE SHALL MATCH COLOR OF RECEPTACLE COVERPLATE. NOTES: PROVIDE 120-VOLT, 20-AMP GFI OUTLET IN WALL BEHIND VENDING MACHINE 1.PROVIDE PRODUCT BY USA TECHNOLOGIES. (888) 561-4748 WWW.USATECH.COM 2.PROVIDE A "VEND MISER" CONTROLLER IF THE MACHINE IS REFRIGERATED AND A "SNACK MISER" CONTROLLER IF THE MACHINE IS NOT REFRIGERATED. 3.INSTALL ALL COMPONENTS AND CABLE AS DIRECTED IN MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOTES: INFRA-RED MOTION SENSOR MOUNTED ABOVE VENDING MACHINE PLUG-IN ENERGY CONTROLLER CORD & PLUG FROM VENDING MACHINE LOW VOLT CABLE NOTES: 1. USE CHANNEL THAT IS AT LEAST 1 5/8" SLOTTED. UNISTRUT OR ACCEPTED EQUAL. 2. BOTTOM OF MOUNTING RACK SHALL BE AT 7'-0" MINIMUM. 3. MOUNT TRANSFORMER 6" MINIMUM FROM WALL. 4. EMBED PLATES IN PRECAST CEILING ABOVE ON 4' CENTERS. CONTRACTOR SHALL WELD UNI-STRUT TO PLATES. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION (TYPICAL). 5. ALL STRUT AND HARDWARE BELOW 8' AFF SHALL BE TAPED YELLOW AND BLACK. ALSO COVER ROD AND STRUT ENDS WITH SOLID FOAM. LOCATION AS DIRECTED BY LOCAL FIRE DEPARTMENT. COORDINATE PRIOR TO ROUGH-IN. NOTE: PROVIDE ALL CABLING AND CONNECTIONS AS REQUIRED PER MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. PROVIDE HOMERUN FOR EACH AREA STATION. AT EACH AREA STATION SEE PLANS FOR QUANTITY 120VOLT - SEE FLOOR PLANS PROVIDE TELEPHONE CONNECTION AS REQUIRED TWO WAY COMMUNCATION RISER DIAGRAM DIAGRAMMATIC AS ARI MS ARI RCC VPD BCC DEVICE LEGEND MS RCC BCC AS ARI VPD MASTER STATION , HOUSING DEVICES INC #HDI-ADAMS-XX SERIES OR APPROVED EQUAL. PROVIDE WITH QUANTITY OF ZONES AS REQUIRED. RELAY CARD CABINET , HOUSING DEVICES INC #HDI-ADARCC-XX SERIES OR APPROVED EQUAL. PROVIDE WITH CONTROL BOARD AND QUANTITY OF RELAY CARDS AS REQUIRED. BATTERY BACKUP CABINET , HOUSING DEVICES INC #HDI-ADA-BBU SERIES OR APPROVED EQUAL. BATTERY BACKUP SYSTEM SHALL PROVIDE 2 HOUR SUPPORT FOR FULL ALARM CAPABILITY. PROVIDE WITH INTEGRAL AUDIO AMPLIFIER SYSTEM. PROVIDE WITH TRANSFORMER AS REQUIRED. AREA STATION , HOUSING DEVICES INC #HDI-ADA-100A SERIES OR APPROVED EQUAL. TWO WAY COMMUNICATION INSTRUCTION SIGN , HOUSING DEVICES HDI-ADA-BS PROVIDE DIRECTIONAL SIGNAGE AND INSTRUCTIONS AT 2ND FLOOR ELEVATOR AND WHERE REQUIRED BY THE BUILDING CODE. COORDINATE EXACT REQUIREMENTS WITH THE LOCAL AHJ. AUTO VOICE PHONE DIALER , PROVIDE TIMED-AUTOMATIC TELEPHONE DIAL OUT ACCESSORY FOR CONNECTION TO REMOTE MONITORING LOCATION OR 911. ALL MASTER AND AREA STATIONS ARE TO BE FLUSH MOUNTED WITH BACKBOXES PER MANUFACTURER'S REQUIREMENTS. NOTES 1. WIRE ALL DEVICES PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE ALL DEVICES PER REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 3. PROVIDE ALL REQUIRED BACK BOXES AND SURFACE MOUNTED COLLARS FOR AREA STATIONS AND MASTER STATIONS. SIZE PER MANUFACTURER'S RECOMMENDATIONS. 4. VERIFY LOCATIONS OF RELAY CARD CABINET AND BATTERY BACKUP WITH INSTALLER, PRIOR TO ROUGH-IN. 5. CORNELL, TALKAPHONE, AND JERRON ARE APPROVED EQUIVALENTS. OTHER EQUIVALENTS WILL BE CONSIDERED BUT MUST BE SUBMITTED 10 DAYS PRIOR TO BID. 6. WHEN PROVIDING AN TWO-WAY COMMUNICATION SYSTEM (CALL-BOXES), PER INTERNATIONAL BUILDING CODE 1007.8 IT IS THE RESPONSIBILITY OF THE ELECTRICAL/LOW VOLTAGE CONTRACTOR TO INCLUDE IN THEIR BID ALL COST ASSOCIATED TO HAVE AN AUTHORITY HAVING JURISDICTION APPROVED LICENSED DESIGN PROFESSIONAL (ELECTRICAL ENGINEER) TO EVALUATE THE TWO-WAY COMMUNICATION SYSTEM (CALL-BOXES) AND DETERMINE COMPLIANCE WITH THIRD PARTY LISTING STANDARDS, SUCH AS UNDERWRITERS LABORATORY (UL) OR AN APPROVED EQUIVALENT BY THE AUTHORITY HAVING JURISDICTION. 7. ALL WIRING TO BE IN CONDUIT. Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: NTS POWER DETAILS WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E6.1 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"3 MODULAR FURNITURE WALL CONNECTION DETAIL 1/8" = 1'-0"4 MODULAR FURNITURE FLOOR BOX CONNECTION DETAILS 1/8" = 1'-0"7 PANELBOARD NAMEPLATE DETAIL 1/8" = 1'-0"2 TYPICAL DATA TELEPHONE OUTLET 1/8" = 1'-0"1 VENDING MACHINE ENERGY CONTROL 1 2023/11/17 ADDENDUM #1 NTS8TYPICAL WALL OR COLUMN-MOUNTED TRANSFORMER DETAIL NTS5TWO WAY COMMUNICATION DETAIL 1 1 1 S S H S S H 6'' 12'' CL ROOF CONDUIT SLEEVE OTHERWISE SPLIT CLAMP NEOPRENE FLASHING OVER SLEEVE FOLDED DOWN BETWEEN SLEEVE AND PIPE 1/4" SQ. PLATE 4" LARGER THAN SLEEVE DIAMETER CONTINUOUSLY WELDED TO PIPE SLEEVE CLAMP COUNTERFLASHING TO PIPE WITH NEOPRENE SEAL BETWEEN PIPING AND FLASHING WEATHERPROOF SEAL AT END OF CONDUIT. PROVIDE UNISTRUT STRUCTURE AND CLAMP FOR LATERAL BRACING. UNLESS INDICATED 1" CONDUIT PROVIDE 180° END WHEN CONDUIT DOES NOT TERMINATE INTO WEATHERPROOF ENCLOSURE. DUCT DUCT SMOKE DETECTOR NOTES: POWER AND SIGNAL WIRING TO FIRE ALARM SYSTEM. FIRE ALARM CONTROL RELAY AT ASSOCIATED AHU/RTU STARTER. FORM "C". TO DDC FOR SMOKE DAMPER STATUS-OPEN/CLOSE BY TEMP CONTROL CONTRACTOR. 24V DC POWER LIMITED FIRE ALARM CIRCUIT. BY ELECTRICAL CONTRACTOR. SMOKE DAMPER BY M.C. SMOKE DAMPER ACTUATOR BY M.C. 24V DC POWER LIMITED FIRE ALARM CIRCUIT. BY ELECTRICAL CONTRACTOR. N.C. CONTACT TO HAVE 30 SEC. T.D. OPENS ON ALARM BY E.C. 1. PROVIDE CONTACTS AS SHOWN. 2. SEE SPECIFICATIONS FOR COORDINATION OF WORK WITH THE HVAC CONTRACTOR. 3. POWER SOURCE FOR DUCT SMOKE DETECTOR SHALL BE 24V DC. 4. ALL DEVICES SHALL BE ACCESSIBLE FOR NORMAL MAINTENANCE. 5. RELAY CONTACT FOR RTU/AHU CONTROL SHALL CHANGE STATE IMMEDIATELY UPON SMOKE DETECTION. 6. DETECTOR SHALL BE COORDINATE WITH MECHANICAL CONTRACTOR. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION. E.C. PROVIDES, M.C. INSTALLS, E.C. WIRES TO FINAL FIRE ALARM CONTROLS SYSTEM. 7. FIRE ALARM RELAY AT STARTER SHALL BE RATED FOR COIL/CONTROL VOLTAGE OF THE STARTER. 8. DAMPER CONTROL SHALL BE RESETTABLE FROM THE FIRE ALARM CONTROL PANEL. MAINTENANCE STAFF SHALL NOT NEED TO BE AT THE DETECTOR OR THE DAMPER TO RESET TO NORMAL CONDITION. 9. PROVIDE REMOTE RESET AND TESTING DEVICE ON THE BUILDING SERVICES AND ROOM ___ WALL IN A VISIBLE PLACE. COORDINATE FINAL LOCATION WITH MECH. CONTRACTOR. 10. COORDINATE WITH HVAC DETAIL _ ON SHEET _. S R 1. ALL WIRING AND CABLES SHALL BE STRAPPED AS FAR UP AND BACK AS POSSIBLE SO THEY ARE NOT VISIBLE. 2. PLUMBING CONTRACTOR SHALL PROVIDE LOW VOLT CABLING AS DIRECTED BY MANUFACTURER. 3. LOW VOLT CABLE TO ENTER FAUCET FROM BELOW COUNTER. 4. DETAIL TYPICAL FOR MEN'S AND WOMEN'S TOILET ROOMS. NOTES: SINGLE GFI RECEPTACLE BELOW SINK COUNTER AS HIGH AS POSSIBLE. BY ELECTRICAL CONTRACTOR. CONNECT TO EXISTING RECEPTACLE CIRCUIT. POWER SUPPLY PROVIDED BY PLUMBING CONTRACTOR. LOW VOLT CABLE TO FAUCET. (TYP.) 39 CONNECT TO EXISTING RECEPTACLE CIRCUIT. E.C SHALL PROVIDE 4" BACK BOX ABOVE CEILING. LOW VOLT WIRING BY P.C IN 1/2" CONDUIT. BY E.C. TOILETS/URINALS MAY BE WIRED ON SAME 24VAC CIRCUIT. SENSOR PLATE MOUNTED ON FLUSH 2-GANG BACK BOX. 1. PLUMBING CONTRACTOR SHALL PROVIDE LOW VOLT CABLING AS DIRECTED BY MANUFACTURER. 2. DETAIL TYPICAL FOR MEN'S AND WOMEN'S TOILET ROOMS. 3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BACK BOXES FOR SENSOR PLATES. COORDINATE SENSOR LOCATIONS WITH PLUMBING FIXTURE INSTALLATION. NOTES: 24VAC TRANSFORMER ON 4" SQUARE PLATE FURNISHED WITH PLUMBING FIXTURES. INSTALLED AND PRIMARY WIRING BY E.C. 40 R R FIRE ALARM VENDOR SHALL VERIFY CIRCUIT BREAKER SHUNT COIL LOAD. FURNISH & INSTALL INTERPOSING RELAY IF REQ'D. 1 E5 DETECTOR NEXT TO EACH SPRINKLER HEAD IN THE AREAS SHOWN (ELEVATOR PIT, TOP OF SHAFT 2. HEAT DETECTORS SHALL BE INSTALLED WITHIN 2 FEET OF SPRINKLER HEADS. INSTALL ONE HEAT 480VOLT, 100/3 ENCLOSED SHUNT TRIP CIRCUIT BREAKER FOR ELEVATOR POWER. PROVIDE 120VOLT FOR CONTROL BY HEAT DETECTORS. AND MACHINE ROOM). 1. ALL HEAT DETECTORS SHOWN SHALL BE 135° FIXED. GENERAL NOTES: KEY NOTES: SMOKE AND HEAT DETECTORS IN MACHINE ROOM. LOBBY SMOKE DETECTORS. SEE FLOOR PLANS. SMOKE AND HEAT DETECTORS AT TOP OF SHAFT.3 E5 4 E5 1 E5 2 E5 2 E5 3 E5 2 E5 SHAFTELEVATOR 4 E5 3. HEAT DETECTORS SHALL HAVE 120VOLT AUX CONTACTS. THESE CONTACTS SHALL BE WIRED IN SERIES FOR CONTROL OF THE SHUNT TRIP BREAKER. SHALL BE RUN IN CONDUIT FROM EACH DETECTOR TO THE ELEVATOR CONTROLLER. 4. SMOKE DETECTORS SHALL HAVE AUX CONTACTS. 2 #14 WIRES IN CONDUIT MAIN RECALL RELAY MODULE ALTERNATE RECALL RELAY MODULE DETECTOR NEXT TO EACH SPRINKLER HEAD IN THE AREAS SHOWN (ELEVATOR PIT, TOP OF SHAFT NOTES: 1. EC SHALL VERIFY WHERE USE OF THIS IS APPROPRIATE WITH STRUCTURAL DRAWINGS PRIOR TO ROUGH-IN. 2. TYPICAL OF WIREMOLD RFB11 (OR EQUAL BY HUBBELL). PROVIDE COVER APPROPRIATE TO FINISH AND FUNCTION OF FEED (CARPET, TILE, FURNITURE FEED, ETC). ALL COVERS SHALL BE BRUSHED ALUMINUM. 3. FLUSH FINISH COVER SHALL BE IN-USE STYLE (TERMINATIONS ARE RECESSED). 4. SEPARATE CONDUIT AND COMPARTMENTS FOR POWER AND LOW VOLTAGE (CATV, LAN, VIDEO, USB, VGA, ETC.) PROVISIONS. USE 3/4" MINIMUM FOR POWER. 1" MINIMUM FOR CATV OR LAN WIRING. SHALL ACCOMMODATE AT LEAST (2) DUPLEX 120 VOLT, 20 AMP RECEPTACLES (WITH AT LEAST ONE BEING P&S 5362 OR EQUAL) AND ALL LOW VOLTAGE REQUIREMENTS BASED ON SPACE INSTALLED. PROVIDE COMPLETE DEVICE ACCOUTREMENTS, WIRE/CABLE, AND FITTINGS FOR A COMPLETE AND FUNCTIONAL INSTALLATION. 10 11/16"12 1/2" 12 5/8" 14 3/4" 6 1/8" (317MM)(272MM) (156MM) (375MM) (322MM) 1.INSTALL 4-PAIR UTP COPPER CABLES ABOVE HVAC, PLUMBING AND ELECTRICAL WHERE POSSIBLE. 2.WHERE TRAY OR CONDUIT DOES NOT EXIST, ADDITIONAL SUPPORTS FROM DECK MAY BE REQUIRED TO SUPPORT THE CABLE ROUTE. 3.ROUTES SHALL EXTEND TO CONDUIT STUBS. 1.ADDITIONAL RIGID SUPPORT FASTENED TO THE DECK MAY BE REQUIRED IN SOME AREAS WHERE THE INTERIOR WALLS DO NOT EXTEND TO THE DECK. THIS EXAMPLE SHOWS 1/2" TYPE THREADED ROD FROM DECK TO J-HOOK. 2.SUPPORTS NEED TO ADHERE TO THE 4' MAX SPACING REQUIREMENT FROM TR TO CONDUIT STUB UP. 3.J-HOOKS MAY NOT BE MOUNTED TO OTHER MEP SUPPORT STRUCTURES WHERE CABLING SPANS FROM THE BASKET TRAY IN THE MAIN COORIDOR TO THE CONDUIT STUB UP.6"4-PAIR CATEGORY CABLES J-HOOK 4'-0" O.C. MAX DETAIL NOTE: CABLE SAG NOT TO EXCEED 6" J-HOOK J-HOOK CLIP NOTES: DECK OR TRUSS ROUTE PLUGMOLD THRU POWER STRIP SLOT PROVIDED IN FIXTURE END CAP VIEW POWER STRIP SLOT PROVIDED IN FIXTURE FOR ROUTIN POWER STRIP THRI FIXTURE. ASSEMBLE POWER STRIP PIOR TO INSTALLING. ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL SLOT FROM END CAPS COORDINATE WALL MOUNTED JUNCTION BOX LOCATION WITH BENCH IN THE FIELD. JUNCTION BOX SHALL LINE UP WITH BENCH RAIL TO MINIMIZE FLEXIBLE CONDUIT LENGTH. PROVIDE FINAL CONNECTIONS. CONCEAL FLEXIBLE CONDUIT INSIDE FIXTURE, AS REQUIRED ROUTE CONDUIT FOR POWER FEED FROM WALL MOUNTED JUNCTION BOX SHOWN DRAWINGS TO FIXTURE RAIL WALL WIRE CHANNEL. COORDINATE EXACT POWER FEED LOCATION WITH FIXTURE CONTRACTOR ON SITE. INSTALL PLUGMOLD 2000 SERIES STEEL MULTIOUTLET ASSEMBLY MODEL NUMBER BK20GB509TRUSBA.(OR ACCEPTED SUBSTITUTE). INSTALL 5' LENGTHS IN BLACK FINISH WITH ALTERNATING RECEPTACLES AND USB OUTLETS ON 9" CENTERS. INSTALL ALL NECESSARY COUPLINGS, CONNECTORS AND COVER CLIPS TO BE USED FOR CONNECTING EACH 5' SECTION OF MULTIOULET ASSEMBLY RACEWAY. FLOOR FIXTURE RAIL WALL ELEVATION PS ASSEMBLE POWER STRIP PIOR TO INSTALLING. ROUTE POWER STRIP INSIDE FIXTURE RAIL WALL SLOT FROM END CAPS. FLOOR PLAN Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: NTS POWER DETAILS WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E6.2 10/04/2023 220025.00 C2023-15 1/8" = 1'-0"3 CONDUIT THROUGH ROOF FLASHING DETAILS 1 1/8" = 1'-0"5 DUCT SMOKE DETECTOR WITH SMOKE DAMPER DETAIL 1/8" = 1'-0"1 ELECTRONIC FAUCET WIRING DETAILS 1/8" = 1'-0"2 ELECTRONIC TOILET AND URINAL WIRING DETAIL 1/8" = 1'-0"6 ELEVATOR RECALL FIRE ALARM INTERLOCK DETAIL 1/8" = 1'-0"4 FLOOR BOXES (NON POKE-THROUGH) 1 2023/11/17 ADDENDUM #1 1/8" = 1'-0"7 J-HOOK INSTALLATION DETAIL NTS8USB RAIL DETAIL 1 6 5 2 7 1 VIOLET (+)HOTNEUTRAL4 3 X1 X2 98 10 BLACK WHITE VIOLET GREY +GREY (-)VIOLETGREYSWITCHED HOTNEUTRALNEUTRALBLACK WHITE VIOLET GREY 0-10V DIMMING DRIVER + MAIN BUSS NEUTRAL NORMAL POWER MAIN BUSS HOT NORMAL POWER 20 AMP BREAKER DIMMER CONTROLSWITCHED HOTREGULAR DIMMED DRIVERS 20 AMP CIRCUIT EMERGENCY PANEL EMERGENCY HOT CUT & CAP X1 & X2 JUMPER FOR 4 WIRE LOADS EMERGENCY NEUTRAL LVS EPC-D-F UL 924 TRANSFER RELAY 0-10V DIMMING DRIVERS EMERGENCY DIMMED DRIVERS NOTES: 1. PROVIDE (1) RELAY PER SWITCHED LEG. PC 0 0 SWITCH INPUTS PHOTOCELL CONTROL POWER LIGHT FIXTURES (TYPICAL) LIGHT FIXTURES (TYPICAL) PANEL LIGHT FIXTURES (TYPICAL) OCCUPANCY SENSOR NOTES: 1. UNLESS NOTED OTHERWISE, OCCUPANCY SENSORS USED IN CONJUNCTION WITH LOCAL LINE VOLTAGE SWITCHING SHALL BE ELECTRICALLY LOCATED ON THE PANEL SIDE OF THE SWITCH, AS INDICATED IN THE ABOVE DIAGRAM. 2. IN ROOMS SHOWN WITH TWO OR MORE OCCUPANCY SENSORS, IT IS INTENDED THAT BOTH SENSORS CONTROL THE SAME LIGHT FIXTURES VIA A COMMON "POWER PACK" UNLESS NOTED OTHERWISE. 3. POWER PACKS SHALL BE LOCATED IN THE CEILING SPACE DIRECTLY ABOVE THE LOCAL WALL SWITCHES WHENEVER FEASIBLE. 4. USE OF THE OCCUPANCY SENSOR SYMBOL IN A ROOM INDICATES THE TYPE OF SENSOR TO BE USED TO CONTROL ALL LIGHTS IN THAT SPACE INCLUDING UNDER CABINET LIGHT FIXTURE. EXACT LOCATION, MOUNTING, AND CONFIGURATION OF SENSOR SHALL BE DETERMINED IN THE FIELD, BASED UPON MANUFACTURERS RECOMMENDATIONS AND GUIDELINES. 5. SPECIFIC MODEL OF OCCUPANCY SENSOR SHALL BE COORDINATED WITH ROOM SIZE, LAYOUT, CEILING HEIGHT AND MOUNTING REQUIREMENTS, SENSOR MANUFACTURER, AND CONTRACTOR. VERIFY DEVICE COLOR WITH ARCHITECT PRIOR TO ORDERING. 6. OCCUPANCY SENSOR MANUFACTURER SHALL PROVIDE HARD COPIES AND ELECTRONIC AUTOCAD DRAWINGS FILES OF THE LOCATION AND MODEL NUMBERS OF ALL ASSOCIATED EQUIPMENT. 7. CONTRACTOR SHALL PROVIDE A COIL OF WIRING 4'-5' IN LENGTH IN A J-BOX AT EACH OCCUPANCY SENSOR LOCATION FOR FUTURE RELOCATION IF DESIRED BY OWNER. 8. MOTION SENSORS SHALL BE LINKABLE OR HAVE AUXILARY CONTACTS TO CONTROL MULTIPLE LOADS SUCH AS BUT NOT LIMITED TO HVAC LOADS. DUAL-TECHNOLOGY WALL BOX DUAL- TECHNOLOGY WALL BOX DUAL- TECHNOLOGY DLS. DIMMABLE OCCUPANCY SWITCH LOCAL SWITCHING (TYPICAL) (MAY BE DLS, 3-WAY, OR OTHER COMBINATIONS) MICROPROCESSOR CONTROLLER MICROPROCESSOR- CONTROLLED CONTACT (TYPICAL) OCCUPANCY SENSOR (OR "POWER PACK" FOR MULTIPLE SENSORS) WALL BOX OCCUPANCY SENSOR 0 0 OCCUPANCY SENSOR NOTES: 1. IN ROOMS SHOWN WITH TWO OR MORE OCCUPANCY SENSORS, IT IS INTENDED THAT BOTH SENSORS CONTROL THE SAME LIGHT FIXTURES VIA A COMMON "POWER PACK" UNLESS NOTED OTHERWISE. 2. POWER PACKS SHALL BE LOCATED IN THE CEILING SPACE DIRECTLY ABOVE THE LOCAL WALL SWITCHES WHENEVER FEASIBLE. 3. USE OF THE OCCUPANCY SENSOR SYMBOL IN A ROOM INDICATES THE TYPE OF SENSOR TO BE USED TO CONTROL ALL LIGHTS IN THAT SPACE. EXACT LOCATION, MOUNTING, AND CONFIGURATION OF SENSOR SHALL BE DETERMINED IN THE FIELD, BASED UPON MANUFACTURERS RECOMMENDATIONS AND GUIDELINES. 4. SPECIFIC MODEL OF OCCUPANCY SENSOR SHALL BE COORDINATED WITH ROOM SIZE, LAYOUT, CEILING HEIGHT AND MOUNTING REQUIREMENTS, SENSOR MANUFACTURER, AND CONTRACTOR. VERIFY DEVICE COLOR WITH ARCHITECT PRIOR TO ORDERING. 5. CONTRACTOR SHALL PROVIDE A COIL OF WIRING 4'-5' IN LENGTH IN A J-BOX AT EACH OCCUPANCY SENSOR LOCATION FOR FUTURE RELOCATION IF DESIRED BY OWNER. 6. OCCUPANCY SENSOR MANUFACTURER SHALL PROVIDE HARD COPIES AND ELECTRONIC AUTOCAD DRAWINGS FILES OF THE LOCATION AND MODEL NUMBERS OF ALL ASSOCIATED EQUIPMENT. 7. MOTION SENSORS / POWER PACK SHALL BE LINKABLE OR HAVE AUXILARY CONTACTS TO CONTROL MULTIPLE LOADS SUCH AS BUT NOT LIMITED TO HVAC LOADS. a d o L CEILING MOUNTED OCCUPANCY SENSOR WALL MOUNTED SWITCH OCCUPANCY SENSOR LOCAL SWITCHING WALL BOX OCCUPANCY SENSOR (WITH 0-10VDC DIMMING WHERE INDICATED) LIGHT FIXTURES VIO (0-10VDC DIM OUT) GRY (0-10VDC DIM COMMON) PANEL WALLBOX - DUAL TECH WALLBOX - DUAL TECH DIMMABLE Red Red Power Pack CAT 6 OR AS REQUIRED BY MFG.ANY CEILING/WALL SENSOR ANY LOW VOLTAGE WALL CONTROL CAT 6 OR AS REQUIRED BY MFG. WhtNeutral Hot Blk CONTROL SWITCH (MAYBE DLS, OCCUPANCY SENSOR OR RELAY).TRANSFER CONTROL RELAY UL 924 LISTED LVS-MODEL "EPC-1". EMERGENCY LIFE SAFETY SWITCHABLE LIGHT FIXTURE. NORMAL NEUTRAL NORMAL SWITCHABLE LIGHT FIXTURE. NOTES: 1. PROVIDE (1) RELAY PER SWITCHED LEG. EMERGENCY LIFE SAFETY CIRCUIT EMERGENCY LIFE SAFETY NEUTRAL NORMAL CIRCUIT Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: NTS ELECTRICAL DETAILS WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E6.3 10/04/2023 220025.00 C2023-15 NTS3EMERGENCY LIFE SAFETY DIMMING CIRCUIT NTS2LIGHTING CONTROL DETAIL NTS4OCCUPANCY SENSOR DETAIL 1 2023/11/17 ADDENDUM #1 NTS1EMERGENCY LIFE SAFETY SWITCHING CIRCUIT 1 1 1 1 S ELEC 134E7.5 2 3 4 52 7 4 8 8 6 9 5 18' - 0" 17 2 1 6 8 11' - 8"18' - 0 1/2" 2 1 9 11' - 8" 5 1 42 7 6 10 11 12 13 15 1. 3/4" PAINTED PLYWOOD - HORIZONTAL AT 24" AFF (CFCI) 2. WALL MOUNTED WALL CABINET (CFCI) 3. VERTICAL MANAGER - DOUBLE SIDED WITH DOORS (CFCI) 4. WALL MOUNTED GROUND BAR (CFCI) 5. 4" UL 1479 RATED THROUGH-PENETRATION FIRE STOP (CFCI) 6. 18" WIDE CABLE RUNWAY (CFCI) 7. GROUNDED 30A, 208V TWISTLOCK (L6-30) RECEPTACLE MOUNTED ADJACENT TO WALL MOUNT RACK. (CFCI) 8. PROVIDER D-MARK TERMINATION LOCATION. 9. DOOR ACCESS AND OTHER SYSTEMS TERMINATION AREA 10. 1RU FIBER ENCLOSURE (CFCI) 11. 2RU HORIZONTAL WIRE MANAGER (CFCI) 12. 2RU 48 PORT MODULAR PATCH PANEL (CFCI) 13. 2RU 48 PORT NETWORK SWITCH (OPOI) 14. VERTICAL PDU - EQUAL TO TRIPLITE PART # PDUV30HV (CFCI) 15. HORIZONTAL PDU - EQUAL TO TRIPLITE PART # DRS-1215 (CFCI) 16. SPACE ALLOCATED FOR OWNER EQUIPMENT (OFOI) 17. SITE CONDUITS ENTRANCE POINT (CFCI) PLAN NOTES:## 1. 48 PORT PATCH PANELS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE AND INSTALL QUANTITIES AS REQUIRED TO TERMINATE ALL UTP CABLES 2. CONTRACTOR TO COORDINATE AND VERIFY ROOM BUILDOUT REQUIREMENT WITH OWNER PRIOR TO CONSTRUCTION START OF ROOM. 3. C = CONTRACTOR 4. O = OWNER 5. F = FURNIISHED 6. I = INSTALLED GENERAL NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: As indicated SYSTEM DETAILS –ELEC. RM 134 WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E7.5 10/04/2023 220025.00 C2023-15 3/8" = 1'-0"1 ELEC. RM 134 -ROOM DETAIL 3/8" = 1'-0"2 Elevation 1 -a 3/8" = 1'-0"3 Elevation 1 -b 3/8" = 1'-0"4 Elevation 1 -c 3/8" = 1'-0"5 Elevation 1 -d 1 2023/11/17 ADDENDUM #1 3/4" = 1'-0"6 WALL CABINET LAYOUT 1 MAIN SWITCHBOARD "MSB" 3000AMP. 480/277V, 3∅, 4W, MIN. 65,000 AIC SPD 60A 3P 800A 3P 800A 3P 600A 3P 800A 3P M UTILITY APPROVED TRANSOCKET 3000A, 480Y/277V, 3PH, 4W ALLIANT ENERGY TRANSFORMER NEAR SOUTHEAST CORNER OF BUILDING SPARE 3000A 3P LSIG INCOMING UNDERGROUND ELECTRICAL UTILITY SERVICE BY WE ENERGIES 6 E8.0 M REFRIGERATION MCC T-1 75 KVA, 480:208Y/120V, 3PH, 4W T-2 112.5 KVA, 480:208Y/120V, 3PH, 4W T-7 75 KVA, 480:208Y/120V, 3PH, 4W 600A 3P T-4 75 KVA, 480:208Y/120V, 3PH, 4W ELECTRIC RM 157 ELECTRIC RM 113 ELECTRIC RM 169 RECEIVING RM 160 2 E8.0 1 E8.0 3 E8.0 60A, 3P NF 60AS/60AF PMS SWITCH ELEVATOR-1 LP1 (L) LP1 (R) LP2 (L) LP2 (R) LP3 (L) LP3 (R) LP4 (L) LP4 (R) HL3 LTG. INV. HL2 DP2DP1 DP3 DP4 71 71 8 63 63 61 63 61 12141412 48 48 54 54 5454 8 8 8 MP1 48 T-3 112.5 KVA, 480:208Y/120V, 3PH, 4W 12 54 T-5 75 KVA, 480:208Y/120V, 3PH, 4W LP5 12 51 HL1 48 LTG. INV. 8 888 4 E8.0 5 E8.0 5 E8.0 8 E8.0 T-6 150 KVA, 480:208Y/120V, 3PH, 4W LP6 17 58 T-8 75 KVA, 480:208Y/120V, 3PH, 4W EV 12 54 LCPC 7 E8.0 LS1 LS2 LCPB LCPA LTG. INV. 5 E8.0 LS3 7 E8.0 7 E8.0 HL4 LCPD LTG. INV. 5 E8.0 LS4 7 E8.0 150A 3P ELECTRIC RM 157 ELECTRIC RM 157 ELECTRIC RM 157 ELECTRIC RM 157 ELECTRIC RM 157 ELECTRIC RM 157 ELECTRIC RM 113 ELECTRIC RM 113 ELECTRIC RM 113 ELECTRIC RM 113 ELECTRIC RM 113 ELECTRIC RM 169 ELECTRIC RM 169 ELECTRIC RM 169 ELECTRIC RM 169 ELECTRIC RM 169 ELECTRIC RM 169 RECEIVING RM 160 RECEIVING RM 160 ELECTRIC RM 134 RECEIVING RM 160 RECEIVING RM 160 RECEIVING RM 160 RECEIVING RM 160 3 E8.0 1 1 1 1 1 3/4" PLYWOOD INSULATOR TWO-HOLE COPPER COMPRESSION LUG BOLTED TO GROUND BUS 3/0 BARE COPPER TO BUILDING MAIN SERVICE GROUND BAR NOTES: 1.TELECOMMUNICATIONS CONTRACTOR SHALL BOND ALL RACKS AND ENCLOSURES TO THE GROUND BUS BAR WITH WIRING SIZE TBB SCHEDULE. 2.LENGTH OF BUS BAR SHALL BE ADEQUATE TO GROUND ALL EQUIPMENT AND HAVE ROOM FOR 20% GROWTH. 3.ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL TMGB AND TMG AS INDICATED BY DRAWINGS. EC TO COORDINATE WITH TELECOMMUNICATIONS CONTRACTOR THE SIZE OF GROUND BUS BAR TO BE INSTALLED. 4.NEW GROUNDING BACKBONE TO INCLUDE NEW GROUNDING BUSBAR AND GROUNDING CONDUCTOR AT APPLICABLE LOCATIONS, INCLUDING SOURCE OF TELECOMMUNICATIONS GROUND. 20"x4"x1/4" COPPER PLATE #4 AWG.#6 AWG. BUILDING STEEL GROUND RODS EXTERIOR DRIVEN WATER PIPE GROUND BUS GROUND TO STREET SIDE OF SERVICE ENTRANCE WATER METER IN ACCORDANCE WITH ARTICLE 250 OF THE CURRENT NEC. NFPA 70. SIZE GROUNDING ELECTRODE CONDUCTOR FOR SERVICE AND TRANSFORMER IN ACCORDANCE WITH THE CURRENT NEC. AND LOCAL REQUIREMENTS. CONCRETE ENCASED ELECTRODE IN FOOTING. SEE SPECIFICATION 26 05 26 GROUNDING AND BONDING FOR MORE INFORMATION. COORDINATE LOCATION WITH STRUCTURAL CONTRACTOR. GROUNDING ELECTRODE CONDUCTOR G N EQUIPMENT GROUNDING CONDUCTOR. SEE FEEDER SCHEDULE FOR SIZE.A B C 480V SEE FEEDER SCHEDULE FOR SIZE. DRY-TYPE TRANSFORMER 208Y/120V SEE FEEDER SCHEDULE FOR SIZE. ISOLATED NEUTRAL TERMINAL BAR. SYSTEM BONDING JUMPER. SEE GROUND/BONDING TABLE FOR SIZE. GROUNDING ELECTRODE CONDUCTOR. SEE GROUND/BONDING TABLE FOR SIZE. N NEAREST GROUNDING ELECTRODE. SUPPLY SIDE BONDING JUMPERS. SEE GROUND/BUILDING TABLE FOR SIZE. GROUND/BONDING TABLE COPPER EQUIPMENT BONDING JUMPER SYSTEM BONDING JUMPER GROUNDING ELECTRODE CONDUCTOR 15 #8 30 #6 45 #6 75 #2 112.5 #1/0 150 #2/0 200 #3/0 225 #3/0 TRANSFORMER KVA 1. ELECTRICAL CONTRACTOR TO COORDINATE ALL WORK FOR SERVICES WITH LOCAL UTILITY. OBTAIN ALL NECESARY APPROVIALS, PERMITS AND INSPECTIONS, COORDINATE AND SCHEDULE ALL WORK WITH THE SERVING UTILITY CO. 2. PROVIDE A 4" REINFORCED CONCTRETE HOUSEKEEPING PAD UNDER ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT. 3. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL EQUIPMENT LOCATIONS AND SIZES. 4. VERIFY WITH LOCAL UTILITY THAT THIS CONTRACTOR NEED ONLY PROVIDE EMPTY CONDUITS TO UTILITY PAD MOUNTED TRANSFORMER SECONDARY AND THAT THE UTILITY SHALL PROVIDE AND INSTALL SERVICE ENTRANCE CONDUCTORS. 5. FAULT CURRENT INDICATED IS PROVIDED FOR BIDDING PURPOSES ONLY. ALL EQUIPMENT INCLUDING CIRCUIT BREAKERS SHALL BE FULLY RATED, SERIES RATING NOT ACCEPTABLE. THE CONTRACTOR SHALL VERIFY WITH A WRITTEN STATEMENT FROM THE UTILITY THE MAXIUM SHORT CIRCUIT CAPACITY. USING THE MAXIMUM FAULT, PREPARE A SHORT CIRCUIT ANALYSIS, COORDINATION STUDY, AND ARC FLUSH STUDY OF THE ELECTRICAL DISTRIBUTION SYSTEM. THIS STUDY WITHT THE UTILITY LETTER SHALL BE SUBMITTED WITH THE ELECTRICAL DISTRIBUTION SHOP DRAWINGS. 6. PANELS DENOTED AS XX-L AND XX-R ARE DOUBLE TUB PANELS; (L) LEFT & (R) RIGHT AND SHOULD BE PROVIDED WITH FEED-THRU LUGS. PROVIDE TERMINATION LUGS COMPATIBLE WITH FEEDER SIZE. 7. TYPICAL 75KVA AND BELOW BRANCH PANELBOARD TRANSFORMERS TO BE WALL MOUNTED. FIELD LOCATE ABOVE PANELS AT A MINIMUM OF 8'-0" A.F.F. REFER TO DETAIL 8, SHEET E6.1 FOR ADDITIONAL INFORMATION. GENERAL NOTES: ## E8.0 1. PROVIDE BUSSMANN POWER MODULE OR APPROVED EQUAL WITH 100A ASSEMBLY, SHUNT-TRIP MODULE, AND DOOR INTERLOCK CONTACTS FOR ELEVATOR CAB LOWERING CIRCUIT. COORDINATE EXACT FUSE SIZE WITH ELEVATOR SHOP DRAWINGS. 2. ELEVATOR CONTROLLER. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN. 3. EC IS RESPONSIBLE FOR PROVIDING FEEDER TO REFRIGERATION MCC AND TERMINATING. INSTALLATION OF MCC AND WIRING OF ALL MCC BRANCH CIRCUITS TO REFRIGERATION EQUIPMENT BY REFRIGERATION CONTRACTOR. MCC EQUIPMENT LOADS SCHEDULED ARE FOR REFERENCE ONLY. 4. INTERCONNECT TO THE FIRE ALARM CONTROL PANEL ELEVATOR SHUT DOWN CIRCUIT. 5. PROVIDE A 8KW, THREE PHASE EMERGENCY LIGHTING INVERTER, EQUIPPED WITH A DISTRIBUTION CIRCUIT BREAKER TO FEED PANEL 'EM/LS- X', MIN. 90 MINUTE BATTERY, AND 10 YEAR WARRANTY. PROVIDE MEYERS ILLUMINATOR IE 480V INPUT -480/277V OUTPUT OR APPROVED EQUAL. 6. REMOTE SPD MOUNTED ADJACENT TO SWITCHBOARD PER SPECIFICATION 26 43 00. 7. PROVIDE A PROGRAMMABLE RELAY CONTROL PANEL TO CONTROL LIGHTING AS INDICATED ON SHEET E5.0. PANEL SHALL INCLUDE TIME CLOCK FUNCTION AND TIME OF DAY CONTROL PROGRAMMING CAPABILITY. 8. PROVIDE A 600V, 3-PHASE, 4 WIRE UTILITY APPROVED PAD MOUNTED CT/METERING CABINET. SHEET NOTES: Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: As indicated ELECTRICAL RISER DIAGRAM WOODMAN'S SPORTS & CONVENTION CENTER (WSCC) 2510 Milton Avenue Janesville, WI 53545 BID SET E8.0 10/04/2023 220025.00 C2023-15 NTS:1 ELECTRICAL POWER ONE-LINE DIAGRAM NTS:2 GROUND BAR DETAIL NTS:3 GROUND DETAIL NTS:4 TRANSFORMER GROUNDING/BONDING DETAIL E - FEEDER SCHEDULE WIRE NUMBER FEEDER RATEING (AMPS) # OF SETS FEEDER SIZE (QTY) FEEDER SIZE EQUIPMENT GROUND (QTY) EQUIPMENT GROUND SIZE CONDUIT (QTY) CONDUIT SIZE 8 60 A 3 #4 #10 1" 12 100 A 3 #1 #8 1-1/4" 14 125 A 3 1/0 #6 1-1/2" 17 200 A 3 3/0 #6 2" 48 100 A 4 #1 #8 1-1/2" 51 150 A 4 1/0 #6 2" 54 225 A 4 4/0 #4 2-1/2" 58 400 A 4 600kcmil #3 4" 61 600 A 2 4 350kcmil #1 2 3" 63 800 A 2 4 600kcmil #1/0 2 4" 71 3000 A 8 4 500kcmil 400kcmil 8 3-1/2" 1 2023/11/17 ADDENDUM #1 1 1