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C2023-15 Addendum #2
CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER December 1, 2023 ADDENDUM NO. 2 Please note the following changes / clarifications to the bid documents. GENERAL This Addendum is issued to modify, explain, and amend the originally issued Specifications and Drawings dated 10/4/2023 and issued via QuestCDN on 11/3/2023 and Addendum No. 1, dated and issued on QuestCDN on 11/20/2023 and is hereby made a part of the Contract Documents. Please acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may result in Bidder disqualification. This Addendum consists of (6) narrative pages and the following attachments: Revision #2 Part #4 Bid Proposal (16) Substitution Requests (8) Specification Sections (6) Drawing Sheets PLEASE INSERT THIS ADDENDUM IN THE PROJECT MANUAL PART #4 BID PROPOSAL REPLACE Part #4 - Bid Proposal pages with attached Bid Proposal pages 1 through 7 •Changes made on Page 7 Bidder’s Checklist SUBSTITUTION REQUESTS Substitution Request forms for approved and rejected substitutions are attached at the end of this narrative, as Exhibit A and are listed below by Specification Section: 03 30 10 – Moisture Vapor Reducing Admixture for CIP CWPA 800 03 30 10 – Moisture Vapor Reducing Admixture for CIP MVRA 900 05 75 10 – Perforated Metal Panels 07 13 00 – Membrane Waterproofing 07 13 00 – Membrane Waterproofing under Concrete Slab 07 95 00 – Expansion Control – ENJW Series 07 95 00 – Expansion Control – EJW Series 07 95 00 – Expansion Control – FB Series 09 51 00 – Acoustical Ceiling 09 51 33 – Acoustical Metal Ceiling 09 67 00 – Fluid Applied Flooring 10 51 13 - Heavy Duty Metal Lockers - Elite stg 10 22 26 – Operable Partitions - Corflex 10 22 26 – Paired Panel Operable Partitions - Alma 10 22 26 – Paired Panel Operable Partitions - Wave 25 00 00 – Integrated Automation CITY OF JANESVILLE ADDENDUM NO. 2 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 2 of 6 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER RESPONSES TO BIDDER’S QUESTIONS 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. •DELETE from specification section 10 28 00 Toilet Accessories, 2.5 Baby Changing Stations, Surface- Mounted Vertical Design Stainless Steel Baby Changing Stations. On Sheet A9.0 Keynote #23 refers to an “ADA compliant vandal guard shroud”. We are unable to locate this product in the plumbing or architectural specifications. Please clarify what this product is to be. •This product is specified in 22 42 00 - Commercial Plumbing Fixtures, 2.01 Plumbing Fixtures, D. 3 A specific manufacturer is not required, the pre-manufactured product needs to meet ADA requirements. Detail 13/A7.5 refers to “plastic wood” and we are unable 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. •Product referenced in 13/A7.5 is equal to Tangent Sustainable Lumber products, 1001 Sullivan Rd, Aurora, IL 60506, (630) 264-1110. •ADD this product to Specification Section 06 09 00 - Rough Carpentry, 2.5 Miscellaneous Lumber, H., which is included in this Addendum. •Provide stainless steel 5 ½” x 3/8” carriage bolt with bolt countersunk in plastic wood blocking at 3” O.C. 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. •See Section 07 13 26 - Sheet Membrane Waterproofing as included with Addendum 01. •Section 07 13 00 Does not apply to this note. 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 the pedestal benches (Keynote 31) in these rooms are the General Contractor’s responsibility. •General Contractor is responsible to provide and install Metal Lockers. •See Specification Section 10 51 33 Sports Metal Lockers, as included in this Addendum, for further information regarding these lockers. •See sheets A2.8a and A2.8b as included in this Addendum that will remove pedestal benches that were added in Addendum No. 1. We are unable to locate lockers on the drawings that Specification Section 10 51 13 would apply to. Please confirm if this section is applicable to the project and if so where these lockers are located. •Specification Section 10 51 13 Metal Lockers are located in Room 145, as noted on the plan in Addendum 01. CITY OF JANESVILLE ADDENDUM NO. 2 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 3 of 6 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER 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. • DELETE detail 19/A10.2. Provide Stainless Steel Corner Guard per Specification Section 10 26 00 Stainless Steel Corner Guards, as included in this Addendum. • See sheet A11.1.1 for corner guard locations, as included in this Addendum. 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. • See attached Specification Section 08 11 19 for Stainless Steel Doors & Frames information, which is included in this Addendum. On FF&E matrix in Room 116 it states that (2) units 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. • The shelving units are owner provided and installed, the two units the FF&E matrix is referring to are refrigerators in Beer Sales room 116. On the FF&E matrix Room 170 it states (4) Large Hockey Nets are to be Contractor supplied and installed. Please provide a specification or product details for these or clarify if not to be provided by the Contractor. • Ice Hockey Goal station information was added to Specification Section 11 66 23 Gymnasium Equipment in Addendum 01. Ice Arena 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 plan A11.1 – accent paint extents noted, as issued in Bid Documents. 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. • See plan callouts added on sheet 21/A7.1 and 13/A8.4 for detail locations as noted in Addendum 01. These details apply only to exterior door locations A156.5 and A170.4. CITY OF JANESVILLE ADDENDUM NO. 2 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 4 of 6 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER 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 plan A11.1 – accent paint extents noted, as issued in Bid Documents. 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 plan A11.1 – accent paint extents noted, as issued in Bid Documents. Rooms 165 and 166. Same sort of issue as Question #3 above. • Please see architectural finish plan A11.1 – accent paint extents noted, as issued in Bid Documents. 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. • The arrow referenced in the question above is the plan north arrow. There is also a true north arrow for reference next to this plan north arrow. They are each labeled. 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? • See Specification Section 07 42 10.11 Composite Metal Hybrid (CMH) Sub-Framing System as updated in Addendum 01. What type of insulation is used on the precast panels? • DELETE the following text from Section 03 45 00, 2.01, T, e., (Coordinate with Architect, Mechanical Engineer and Precast Supplier.) • Specification Section 03 45 00, 2.01, T, e., “Required wall panel net R = 20. Precaster shall provide isothermal analysis to determine expected R-values for wall panel system, accounting for cold- transfer of connectors between wythes and solid concrete block-outs”. Folding Walls. Are there only folding walls and no curtains? The drawing shows me that this is likely the case, which we can bid in lieu of curtains. • The project incorporates paired panel operable partitions as located on the plans and specified in Section 10 22 26 - Paired Panel Operable Partitions. This section was updated in Addendum 01. PRE-QUALIFICATION FOR ICE RINK CONTRACTOR CLARIFICATION Any questions regarding Pre-qualifications for Ice Rink Contractor approval; refer to the following • Spec Section 13 18 11 Ice Rink General Requirements, 1.02 Quality Assurance for Ice Rink Contractor Pre-Qualification • Email pre-qualifications to Mark Natzke, Zimmerman Architectural Studios, mark.natzke@zastudios.com. Per PART 3, SPECIAL CONDITIONS, 6. INQUIRIES/ADDENDA • The due date for the Pre-Qualifications for the Ice Rink Contractor submittal has been extended to December 6, 2023 at noon, which was identified in Addendum No. 1. CITY OF JANESVILLE ADDENDUM NO. 2 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 5 of 6 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER FOOD SERVICE: SECTION 11 40 00 – Foodservice Equipment Specifications • Item 9 Convection Ovens – Change to “Future” – Unit is to be provided in the future, cost should not be included in the bid. • Item 10 Condensate Hood – Change to “Future” – Unit is to be provided in the future, cost should not be included in the bid. • Item 23 Reach In Refrigerator – Change “(3 REQ’D)” to “(1 REQ’D and 2 FUTURE)” • Item 44 Shelving – This item is correct at specified the “(1 REQ’D)” refers to one “Lot Storage Shelving”. • Drawing FS101 - Foodservice Equipment Plan, included in this Addendum. • Tag for Item “43” indicated on the 18”x60” Shelving unit should be Tag “44” SPECIFICATIONS SECTION 03 45 00 – PRECAST ARCHITECTURAL CONCRETE • REVISE section. SECTION 05 75 10 – PERFORATED METAL PANELS • DELETE section in its entirety. SECTION 06 09 00 – ROUGH CARPENTRY • REVISE section SECTION 06 40 00 – ARCHITECTURAL WOODWORK • REVISE section SECTION 07 42 13.32 – PERFORATED ALUMINUM PLATE WALL PANELS • ADD section in its entirety. SECTION 08 11 19 – STAINLESS STEEL DOORS & FRAMES • ADD section in its entirety. SECTION 10 51 33 – SPORTS METAL LOCKERS • ADD section in its entirety. SECTION 11 40 00 – FOODSERVICE EQUIPMENT SPECIFICATIONS • REVISE section CITY OF JANESVILLE ADDENDUM NO. 2 PUBLIC WORKS BID SCHEDULE “E” – 2023 Page 6 of 6 CONTRACT 2023-15 WOODMAN’S SPORTS & CONVENTION CENTER DRAWINGS SHEET A10.2 - DOOR AND FRAME DETAILS SHEET A2.4a - FIRST FLOOR PLAN - ADD ALT 1 - NW QUAD SHEET A11.1.1 - FIRST FLOOR FINISH PLAN - ADD ALT 1 SHEET A2.8a - FIRST FLOOR PLAN - ADD ALT 3 - SE QUAD SHEET A2.8b - FIRST FLOOR PLAN - ADD ALT 3 - SW QUAD SHEET FS101 - FOODSERVICE - EQUIPMENT PLAN END OF ADDENDUM NO. 2 ADDENDUM NO. 2 PART #4 REVISED #2 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. 2 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. 2 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. 2 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. 2 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. 2 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. 2 REVISED BID DATE: December 19, 2023 CITY OF JANESVILLE PUBLIC WORKS BID SCHEDULE “E” – 2023 CONTRACT 2023-15, WOODMAN’S SPORTS & CONVENTION CENTER REVISED #2 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 delivered to the City’s Engineering Division (18 N. Jackson, 3rd Floor) within 24 hours of the bid date and time. 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 THIS PAGE INTENTIONALLY BLANK EXHIBIT A 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 20 220055.00 033000 2.01, F -9 "Admix C-500", Xypex Chemical Corporation ISE Logik - CWPA 800 Alternate - equal product N/A None Xypex comes in a powder form, CWPA 800 is a liquid additive. Zimmerman Architectural Studios, Inc. Steven Margis Woodmans Sports and Convention 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: N/A See attached N/A ISE Logik 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 20 Zimmerman Architectural Studios, Inc. Steven Margis Woodman's Sports and Convention Center - 220025.00 033010 2.1 A AVECS, LLC: PRO_ACT ISE Logic - MVRA 900 Alternate - better product N/A None Better warranty - backed by the largest flooring adhesive manufacturer in North America, with a compatibilty warranty. 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: See above N/A See attached N/A ISE Logik 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: November 21, 2023 TO: Zimmerman Studios ATTENTION: Steven Margis, Mark Natzke & Heather Wogsland PROJECT: Woodman’s Sports & Convention Center 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product 07 13 00 2.1 Materials Grace PrePrufe 300R & 160R Proposed Substitution: Henry a Carlisle Company PreSeal 320 Reason for Substitution: - Equal to specified products - Potential for expedited installation due to weight and dimensions of material - Desire of local Applicator base to bid and install Henry a Carlisle Company materials 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. Attached to email response 1.3 Samples: Will be furnished upon request YES Does the substitution affect dimensions shown on Drawings? No ___ Yes (explain) Effects of proposed substitution on other Work: Potential for waterproofing contractor to complete their scope of work in expedited fashion. Differences between proposed substitution and specified Product: Larger and lighter rolls of material. Increased elongation. Manufacturer's warranties of the proposed substitution are: X Same ___ Different (explain) 220025.00 00 43 25 - 2 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project: University of Wisconsin Chemistry Building Project: William Kelley Addition - Silver Bay Owner: University of Wisconsin Owner: William Kelley Architect: Kahler Slater Architect: Wold Architects Date Installed: 2022 Date Installed: Current *As Pre-Applied waterproofing is covered by concrete no current observable membrane is available. Photos of installations prior to concrete can be provided upon request. Cost savings to be realized by Owner if proposed substitution is approved: Potential for shorter installation times resulting in labor savings vs. competition. Change to Contract Time, if proposed substitution is approved: ___ No Change ___ Add ________ days X Deduct – Up to 10% from scope’s schedule Submitted by Manufacturer: Kent Chandler, Pre-Applied Waterproofing Manager - Midwest Signature Henry a Carlisle Company Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. ___ Approved ___ Approved as Noted ___ Rejected Submit Additional Information: By: Date: 220025.00 00 43 25 - 1 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. DOCUMENT 00 43 25 SUBSTITUTION REQUEST FORM DURING PROCUREMENT DATE: November 21, 2023 TO: Zimmerman Studios ATTENTION: Steven Margis, Mark Natzke & Heather Wogsland PROJECT: Woodman’s Sports & Convention Center 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product 07 13 00 2.1 Materials Grace PrePrufe 300R & 160R Proposed Substitution: Henry a Carlisle Company PreSeal 320 Reason for Substitution: - Equal to specified products - Potential for expedited installation due to weight and dimensions of material - Desire of local Applicator base to bid and install Henry a Carlisle Company materials 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. Attached to email response 1.3 Samples: Will be furnished upon request YES Does the substitution affect dimensions shown on Drawings? No ___ Yes (explain) Effects of proposed substitution on other Work: Potential for waterproofing contractor to complete their scope of work in expedited fashion. Differences between proposed substitution and specified Product: Larger and lighter rolls of material. Increased elongation. Manufacturer's warranties of the proposed substitution are: X Same ___ Different (explain) 220025.00 00 43 25 - 2 Substitution Request Form During Procurement © Zimmerman Architectural Studios, Inc. Maintenance service and spare parts are available for proposed substitution from: Previous installations where proposed substitution may be seen: Project: University of Wisconsin Chemistry Building Project: William Kelley Addition - Silver Bay Owner: University of Wisconsin Owner: William Kelley Architect: Kahler Slater Architect: Wold Architects Date Installed: 2022 Date Installed: Current *As Pre-Applied waterproofing is covered by concrete no current observable membrane is available. Photos of installations prior to concrete can be provided upon request. Cost savings to be realized by Owner if proposed substitution is approved: Potential for shorter installation times resulting in labor savings vs. competition. Change to Contract Time, if proposed substitution is approved: ___ No Change ___ Add ________ days X Deduct – Up to 10% from scope’s schedule Submitted by Manufacturer: Kent Chandler, Pre-Applied Waterproofing Manager - Midwest Signature Henry a Carlisle Company Firm Architect Response: Based on the information supplied by the Contractor, the Architect has reviewed the proposed substitution on the basis of design concept of the Work and conformance with information given in Contract Documents. ___ Approved ___ Approved as Noted ___ Rejected Submit Additional Information: By: Date: 220025.00 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 22 Zimmerman Design Group Heather Wogsland Woodman's Sports and Convention Center (C2023-15) Equal product for substitution x X None None ENWJ-Series 079513.13 2.3-B/C C/S ASM, ASMC 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 N/A See attached TBD - deduct X Erie Metal Specialties, Inc. (manufacturer) 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 22 Zimmerman Design Group Heather Wogsland Woodman's Sports and Convention Center (C2023-15) Equal product for substitution x X None None EWJ-Series 079513.16 2.1C Inpro 615 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 N/A See attached TBD - deduct X Erie Metal Specialties, Inc. (manufacturer) 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 22 Zimmerman Design Group Heather Wogsland Woodman's Sports and Convention Center (C2023-15) Equal product for substitution x X None None FB-Series 079500 2.3-1/A/2 Inpro Fireline F140 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 N/A See attached TBD - deduct X Erie Metal Specialties, Inc. (manufacturer) DATE: TO: ATTENTION: PROJECT: DOCUMENT 01 25 19 SUBSTITUTION REQUEST FORM _11/28/2023______ ,, __ ,2024 1.1 We submit for your consideration the following product as a substitution for the specified product: Section No. Paragraph Specified Product Proposed Substitution: Reason for Substitution: ________________________ _ 1.2 1.3 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. Samples: X_ Attached_ Will be furnished upon request Does the substitution affect dimensions shown on Drawings? No _ Yes (explain) Effects of proposed substitution on other Work: Differences between proposed substitution and specified Product: 220025.00 012519 -1 Substitution Request Form © Zimmerman Architectural Studios, Inc. Zimmerman Architects Mark Natzke Woodman's Sports and Convention Center 10 22=26 2.1 Moderfold Acousti-Seal Premier Paired Panel Corflex Series 55OO Paired Panel System Competitive Pricing, Short Lead Times, Tested Acoustic Rating X N/A Improved Sound Control, Shorter Lead Times 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: Deduct ____ days Change to Contract Time, if proposed substitution is approved: No Change Add ____ 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: ____ _ 220025.00 012519-2 Substitution Request Form © Zimmerman Architectural Studios, Inc. H2I Group 09/15/2023 Perkins Will/Chicago Office 5-10% City of Columbus IN Nexus Park StructuraSpec Manufactureres Rep for Corflex Operable Partitions X 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: 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: 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: 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: 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 21 Zimmerman Architectural Studios, Inc. Woodman's Sports and Convention Center 105113 2.3 Metal Lockers LockersMFG Heavy Duty Metal Lockers Made in USA, Lifetime Warranty, Greenguard & SCS Global certified x x none see attachedd 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 lifetime warranty N/A 10/06/2020 Lyons Magnus North - Warehouse Addition Angus-Young Associates Inc USPS Oak Creek / Milwaukee USPS 2/20/2020 X Elite Storage Products Heather Wogsland 11/30/2023 X 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: Zimmerman Architectural Studios Mark Natzke November 15 #22002 Woodmans Sports & Convention Center 25 00 00 Part 2 Products 2.2 Manufacturing Brand Distech Controls by J.F. Ahern Product equality meets specified integrate system automation architecture and performance requirements. X X None Brand and manufacturing name 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 Distech Controls by J.F. Ahern Arrowhead Pharmaceutical Jacob Griffin – Facilities Manager jgriffin@arrowheadpharma.com 608.982.1992 eua eppstein uhn architects 2018 West Bend Mutual Insurance Kyle Roux – Facilities Engineer kroux@wbnis.com 920.539.7317 X 2019 The product is comparable to the other manufactured suppliers. JF Ahern will back up it's product with the knowledge and expertise of our installation, engineering, programmers, commissioning techs, and our Controls service technicians. N/A J. F. Ahern Co 220025.00 03 45 00 - 1 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete SECTION 03 45 00 PRECAST ARCHITECTURAL CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION A. Definition: 1. Architectural precast concrete products, through their finish, shape, color or texture, contribute to the architectural expression of the structure. 2. Exterior cladding is included. B. Work Included: 1. All labor, materials, equipment, supervision and related services necessary to design, manufacture, transport, erect and complete architectural precast concrete work. 2. Manufacturer shall supply to appropriate Contractor all anchor bolts, clip angles, weld plates, inserts and bearing plates not cast into precast units, but required for erection by Precast Architectural Concrete. 3. Provide weld plates for miscellaneous architectural elements including stairs, railings, etc. as shown on plans. 4. Provide all necessary material and labor including plates and angles for attachment of precast to primary structural members. 5. Sealing of joints between precast units. 6. Fireproofing as required to maintain required fire rating. 7. Install and cast-in electrical conduit and boxes as required by the Electrical Contractor where shown on plans. C. Related Work Specified Elsewhere: 1. Cast-In-Place Concrete - Section 03 30 00 2. Precast Pre-stressed Concrete - Section 03 41 00 3. Cast Stone Masonry - Section 04 72 00 4. Post-Installed Anchors - Section 05 05 19 5. Miscellaneous Metals - Section 05 50 00 6. Painting and Coating - Section 09 90 00 1.02 QUALITY ASSURANCE A. Standards: The latest edition of the following specifications, standards and codes shall become part of this specification as if written herein. Wherever requirements conflict, the more stringent shall govern. 1. Concrete: a. Formwork: Specifications cited in Section 03 10 00 b. Reinforcing: Specifications cited in Section 03 20 00 c. Concrete: Specifications cited in Section 03 30 00 2. Pre-stressed Concrete Institute (PCI): a. Mnl 116, “Manual for Quality Control for Plants and Production of Precast Pre-stressed Concrete” b. Mnl 117, "Manual for Quality Control for Plants and Production of Architectural Precast Concrete" c. Mnl 119, "PCI Architectural Concrete Drafting Handbook" d. Mnl 120, "PCI Design Handbook - Precast and Pre-stressed Concrete" e. Mnl 121, "PCI Manual for Structural Design of Architectural Precast Concrete" f. Mnl 122, "PCI Architectural Precast Concrete" g. Mnl 123, "PCI Manual on Design of connections for Precast Pre-stressed Concrete" h. Mnl 124, "PCI Design for Fire Resistance of Precast Pre-stressed Concrete" i. Mnl 127, "Recommended Practice for Erection of Precast Concrete" j. Mnl 135, "Tolerance Manual for Precast and Pre-stressed Concrete Construction" 220025.00 03 45 00 - 2 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete k. TR4, "Criteria for Design of Bearing Pads" 3. For precast architectural concrete that is structural and load bearing, the additional requirements of Section 03 41 00 “Precast Pre-stressed Concrete” shall apply. 4. Steel: Specifications cited in Section 05 10 00. 5. Welding: AWS Publications D1.0, D1.1, D1.4, D3.0, D5.1 and D12.1. 6. Comply with local, state and OSHA requirements. B. Manufacturer: 1. Manufacturer of precast architectural concrete shall be a thoroughly experienced, financially responsible concern, regularly engaged in the manufacture of exposed aggregate concrete units, similar to those required for this project, for a period of not less than five (5) years. 2. The plant shall have sufficient capacity and equipment to produce, transport and deliver units of size shown on drawings without delaying the Project. 3. Manufacturer shall conform to "Manual for Quality Control for Plant and Production of Architectural Precast Concrete" as published by Pre-stressed Concrete Institute, latest edition. 4. Fabricating plant shall be certified by one of the following: a. Pre-stressed Concrete Institute (PCI) Plant Certification Program, Group A1, except for insulated or interior wall panels, (e.g. for gymnasiums, pool rooms or industrial buildings), C3A is acceptable. b. Architectural Precast Association (APA). 5. Contractor's selection of fabricator must be approved by Architect before order is placed. Provide written evidence of conformance to qualification requirements. 6. Approved fabricators for applications for which the plant is certified: a. ATMI Precast - Aurora, IL b. County Prepress, LLC - Lockport, IL c. Dukane Precast - Naperville, IL d. International Concrete Products - Germantown, WI e. Midstates Concrete Products - Beloit, WI f. Stonecast Products - Germantown, WI g. Wells Concrete Products - Wells, MN h. Approved equal 7. Precast architectural concrete shall be in strict accordance with these specifications regarding physical requirements, workmanship, texture and color. Where applicable, match as closely as possible the appearance of existing construction. C. Erector qualifications: Erector shall be PCI Certified and regularly engaged for at least five years in the erection of precast concrete similar to the requirements of this project, with sufficient experienced personnel and equipment to maintain project schedule. D. Tolerances: 1. Precast Architectural Concrete shall conform to the more stringent requirements or recommendations of PCI MNL-117 and PCI MNL-135. a. For full-height composite or non-composite wall panels, such as used for industrial buildings or gymnasiums, conform to PCI MNL-116. 2. Fabrication Tolerances: a. Overall dimensions (height and width): Plus 0.05 percent of panel dimensions, minus 0.10 percent of panel dimension. b. Thickness: Minus 1/8", plus 1/4" c. Weld plate, insert, blockouts and opening locations: Plus or minus 1/4" d. Bowing or warpage: 1) With supplemental anchorage: 1/360th of span, 3/4" maximum 2) Without supplemental anchorage: 1/240th of span, 3/4" maximum e. Edges shall be secure and true to the physical limits of the panel. f. Reinforcing steel placement tolerances shall conform to ACI 117 and ACI 318 3. Brick-Faced Architectural Precast Concrete Units. a. Alignment of mortar joints: 1) Jog in Alignment: 1/8 inch. 2) Alignment with Panel Centerline: Plus or minus 1/8 inch. b. Variation in Width of Exposed Mortar Joints: Plus or minus 1/8 inch. 220025.00 03 45 00 - 3 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete c. Tipping of Individual Bricks from the Panel Plane of Exposed Brick Surface: Plus 1/16 inch; minus 1/4 inch ≤ depth of form liner joint. d. Exposed Brick Surface Parallel to Primary Control Surface of Panel: Plus 1/4 inch; minus 1/8 inch. e. Individual Brick Step in Face from Panel Plane of Exposed Brick Surface: Plus 1/16 inch; minus 1/4 inch ≤ depth of form liner joint. 4. Installation Tolerances: a. Variation from plumb: + or - 1/4" in any 20' run; non-cumulative. b. Variation from level or slopes: + or - 1/4" in any bay or 20' run maximum; non- cumulative. c. Panel alignment: + or - 1/8" jog in alignment of edge d. Variation from linear building lines from established position in plan: + or - 1/4" in any bay of 20' maximum; non-cumulative e. Variation of anchors and fasteners from established position in plan: + or - 1/4" f. Face width of joints: + or - 1/8" for joints 1/2" wide or greater g. Clearance between precast and structural frame: 1 inch minimum h. Differential bowing or camber as erected between adjacent members of the same design: 1/4”; 1/2” for wall panels. E. Defects: Owner or Architect may reject precast architectural members or wall panels found to have unsightly cracking, chipping, finish, coloration, nonconforming tolerances or strength. Rejected pieces shall be replaced at Precast Contractor's expense. 1. Remove and replace other work damaged by removal of defective precast members, at no additional cost to Owner. 2. Precaster shall make post-pour inspections and re-cast defective pieces prior to shipping. 3. On site inspection and acceptance by General Contractor, Inspection Service and Architect shall be performed at time of delivery and again after all material has been installed, pointed and cleaned. Final inspection should be done prior to application of water repellents or stains. 4. When approved in writing by Architect, unit may be repaired in place. a. Perform such work at no additional expense to Owner. b. Acceptance of units, repaired pursuant to written approval, is contingent upon repairs being skillfully done so as to be sound, permanent, flush with adjacent surfaces and of color and texture matching similar adjoining surfaces and showing no apparent line of demarcation between original and repaired work when viewed in typical daylight from a distance of 20 feet. 1) All patching shall conform to PCI Standards. All patchers shall be PCI trained. c. Damaged areas or chips that are 8" diameter or less may be patched on site, subject to approval of patch quality. d. Damaged areas or chips that are larger than 8" diameter shall be either: 1) Removed and replaced with a re-cast piece. 2) Repaired on-site as required by the Architect and Owner. e. Deep patches and patches at caulk joints shall be anchored with stainless steel dowels or pins. f. Precaster shall provide a written 10 year warranty of all repairs and patches applied for this project, including repair of failed patches and stain repair. Any repairs made during the warranty period shall be warrantied for 10 years from the date of the repair. g. An as-built drawing shall be provided of all repairs, including a log and elevation markup, to be included with the warranty. F. All welders shall be certified, (and have been re-certified in the last 12 months), in accordance with AWS and applicable local building officials. Submit certifications to Architect before start of construction. G. Testing and Inspection: 1. Test and inspect precast concrete according to PCI Mnl 117 requirements. 220025.00 03 45 00 - 4 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 2. Precaster shall employ and pay for independent testing laboratory to perform concrete tests. For PCI certified facilities, precast manufacturer may perform tests. a. Before production of units make, cure, and test one set of cylinders and cubes for each type of concrete required. b. Make cylinders and cubes of same design mix and materials as proposed for use in actual production of units. c. During production of units, make, cure and test on set of cylinders for each 50 CY of concrete, but not less than one set for each day's pour. d. Make sets of 3 standard 6 x 12 in cylinders. e. Cure cylinders in same manner as precast units they represent. f. Test cylinders in accord with ASTM C39. One at 7 days and 2 at 28 days. g. Test for air content each time cylinders are made in accord with ASTM C231. h. Test welding. H. Precaster shall coordinate all attachment details with Structural Steel, Joist and Joist Girder Suppliers and Detailers. I. Where provisions of this specification conflict, the more stringent provision shall apply. 1.03 SUBMITTALS A. Pre-Bid Samples: 1. All approved Precast Contractors shall submit samples to Architect for approval in the specified finish and color as a prerequisite for bidding. Precast shall match existing building when applicable. 2. Samples shall be a minimum of 24" x 24" x 2" in size. All submitted samples shall be clearly identified by Precaster's name, date produced, identifying code number and name of project for which it is submitted. Information shall be provided with samples regarding type of materials, quality of concrete and type of finish proposed. 3. Samples shall indicate quality, texture, color and finish of proposed units. Provide samples for each color and finish specified. Precaster shall certify that the samples are indicative of the production of the precast concrete elements for the specified project. Provide similar information when the back or interior face is exposed. 4. Approved Precaster's names and corresponding sample code numbers will be issued by addendum prior to bid due date. 5. Architect's review of samples will be for color, finish, texture and general condition only. Compliance with all other requirements is the exclusive responsibility of Contractor. 6. Finish: Exposed aggregate and/or smooth finishes as noted on Drawings. Smooth finish shall permit minor indentations, minor chips, spalls and hairline cracks. No major imperfections, honey-comb or defects will be permitted. 7. When requested by Architect, submit samples of cast-in gaskets, anchorages and other attachments and accessories. B. Submit shop drawings in accordance with General Conditions including erection plans and fabrication drawings. Erection plans to include wall elevations, plan views of each floor and section cuts. Identify finishes, joints and anchoring details. Show attachment of panel to primary structural members. Fabrication (piece) drawings to include panel elevations, cross sections, special details at openings and miscellaneous metal bracing. Identify location and type of reinforcement, welded connection, inserts, reveals and embedded plates. 1. Provide layout, dimensions and identification of each precast unit corresponding to sequence and procedure of installation. Indicate weld connections by AWS standard symbols. Detail inserts, connections and joints, including lifting devices, accessories and construction at openings in precast units. a. Specify cambers anticipated at 28 days age for all prestressed members. b. Specify material coating for each element, e.g., galvanized, epoxy-coated, stainless etc. 2. Furnish complete shop drawings detailing method of anchorage of veneer to precast panels. Drawings shall include names of manufacturers and types of anchors. Include manufacturer's specification sheet for each type of anchor proposed to be used. 220025.00 03 45 00 - 5 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 3. Indicate sizes and locations of block-outs. Prior to fabrication and during preparation of shop drawings, Contractor shall coordinate with other trades to identify size and location of required openings through precast units. 4. Provide location and details of anchorage devices that are to be embedded in other construction. 5. Approval by the Owner (Architect and Engineer) of shop drawings submitted by the fabricator indicates that the drawings correctly interpret the Contract requirements. The Owner's approval does not constitute the Owner's acceptance of, or responsibility for, the design and detailing of the precast or precast connections. Approval does not relieve the fabricator of the responsibility for complying with the Contract Documents and applicable codes, for accuracy of detailed dimensions of shop drawings, or for the general fit-up of parts to be assembled in the field. 6. Where electrical components are cast in precast, the Electrical Contractor shall be responsible to review the precast shop drawings and provide detailed measurements and notes on these shop drawings to ensure the rough-ins are placed in the proper location. Information included in this review shall also include junction box sizes, conduit sizes and routing of conduit. Shop drawings submitted to Architect for review shall contain all electrical information. 7. Composite and Non-Composite Wall Panels: a. If insulation is not edge to edge, indicate areas of solid concrete on each piece elevation. b. State effective R-value based on isothermal analysis. C. Product Literature: Submit manufacturer's product data with application and installation instructions for proprietary materials such as sealants, bearing pads, inserts, sealers, etc. 1. For wall panels, list type of insulation and connector types used between concrete wythes. D. Prepare at least two full size samples of architectural precast concrete units (typical bay width) for Architect's inspection at production plant and on site prior to start of installation work, after Architect's review of finish samples. Samples shall be provided for review with all types of finish and stain colors (per 09 90 00) as specified by Architect. One approved full-size panel shall be identified and installed in the project for the purpose of judging the installed units. One approved full-size panel shall be retained at the production plant for fabrication to judge completed panels prior to shipment. The full-size samples may be incorporated into the Work or shall be disposed of at end of Work at no expense to Owner. 1. Provide a mock-up panel with two stained patches for review and approval. Panel shall be disposed of at end of Work. 2. These mock-ups shall indicate the range of concrete mix colors, the finishes and must be onsite in order to compare color and finish with existing building. 3. When back face of precast concrete unit is to be exposed, show samples of the workmanship, color, and texture of the backup concrete as well as the facing. 4. Do not proceed with remaining work until approved by Architect. 5. Re-finish or replace rejected mock-up panels until approved by Architect. E. Provide calculations for precast units and connections for review, performed and stamped by Professional Engineer registered in the State in which the project is located. Design calculations shall be submitted for component approval by the State of Wisconsin - Department of Safety and Professional Services (SPS). F. Provide concrete design mixes and admixture literature for each type and color of concrete mix required including backup mix to Architect. G. Submit test reports for concrete strength, air entrainment, weld testing, etc. H. Erector shall provide a current Certificate of Compliance furnished by PCI. I. Provide erection procedure, sequence of erection and erection tolerances. J. Provide certifications, project lists, etc. per Articles 1.02 (B) and (F). 220025.00 03 45 00 - 6 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 1.04 DESIGN REQUIREMENTS A. All components of the work shall conform to the exterior profiles shown and the dimensions noted on the drawings. It shall be Contractor's responsibility to do the engineering/design in accordance with the appropriate precast industry standards to achieve those profiles and dimensions based on the criteria hereinafter specified. 1. Structural design shall be performed by a Professional Engineer licensed in the State in which the project is located. The Engineer shall have demonstrated precast design experience in projects of similar size and complexity. 2. All requirements and details shown on the Contract Drawings shall be considered minimum, and shall be increased or modified as required for actual design. B. Provisions for Thermal Expansion: All components and assemblies shall be designed and fabricated for thermal cambering and to allow thermal expansion and contraction caused by an ambient temperature range of 120 degrees F. (-20 degrees F. low, 60 degrees F. nominal and 100 degrees F. high) for unrestrained members and to provide appropriate anchoring for opening of joints, stresses on anchors, fasteners, structure of joining elements or other detrimental effects. Actual surface temperatures, due to solar heat gain, shall be evaluated in stress calculations called for. 1. Provide thermal slip connections in members per PCI "Manual for Structural Design of Architectural Precast Concrete," 1977, Figure 2.7. C. Provision for Structural Deflection: All components and assemblies shall be designed to accommodate and to provide for adequate clearances for structural deflections and story drift. D. Structural Design Criteria: All components and assemblies shall be designed to withstand: 1. Wind Load: Positive (inward) and negative (outward) pressure: a. Applicable International Building Code based on a wind velocity of 90 mph for components and cladding. See plan General Notes for additional criteria. b. Wind loading including other elements connected to system including windows and their reaction shall be included in the precast design. 2. Seismic Loads per applicable IBC Code. See General Notes for additional criteria. 3. All gravity loads including own and superimposed dead loads; live loads. 4. Temporary fabrication, lifting, transportation, construction and erection loads. 5. Earth pressure 6. Temporary thermal loads on welded connections during construction until building is enclosed and temperature controlled. 7. All loads prescribed by specified codes and Authorities having jurisdiction. 8. Design shall account for all loads specified with due account for eccentricities and maximum allowable erection and construction tolerances. Refer to ACI 347 Section 3.3.1 for concrete tolerances of building. 9. Design shall conform to PCI Design Handbook, including crack width limitations. 10. Wall Panels: a. Wall panels shall be prestressed to achieve straightness and essentially crack- free surfaces in keeping with PCI tolerances. b. For composite wall panels, both wythes shall be stressed equally to minimize any bowing due to eccentricity to prestress force. c. Wall panels in garage areas: Design for car or truck impact loads using guard-rail criteria per applicable IBC Code. E. Connections: Provide complete connection design including panel to panel connections, anchorage of panels to structure and support of veneer to precast. 1. Except for bearing on foundation walls, vertical load connection shall be made to building columns unless approved by Architect. Wind connections may be made to beam elements along span. Unless shown otherwise, only wind connections may be made to masonry backup. 2. Vertical load connections shall be made at every floor of multistory buildings. Stacking all vertical load onto the structure at one level, or every other level, is not allowed. 220025.00 03 45 00 - 7 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 3. Connection of the precast units to the primary structural frame shall be designed and detailed to minimize the introduction of flexural and torsional forces in the structural members. Provide struts, knee bracing and other framing as required to brace and stabilize the precast units and primary structural frame. 4. Precast shear wall panels shall be connected together in such length as required so that no uplift is exerted on foundations and their connections caused by lateral loads. Coordinate with Owner and Architect for locations of potential future openings. 5. Embedded elements shall be placed to minimize forces applied to the support structure and the precast units. Embedded studs, inserts or other such fasteners shall extend not less than 2 inches beyond the inner face of the outermost layer of the principal reinforcement. Special attention shall be paid to the effects of temperature and shrinkage and the forces they transmit to the supporting structure. 6. Design connections with no 1.33 reduction for wind loads. 7. All connections, including erection/lifting connections shall be on the backside of the panel. No connections are allowed on the exterior or top of the panel, unless stainless steel materials are used. F. Give proper consideration to fire rating requirements. G. Design Modifications may be made only as necessary to meet field conditions and to ensure proper fitting of the work and only as acceptable to the Architect. Maintain general design concept shown without increasing or decreasing sizes of members or altering profiles and alignment shown. Provide complete design calculations and drawings prepared and stamped by the Precaster's Professional Engineer. H. Exterior Spandrel Beams: Provide pre-stress so that the tensile stress of 7.5 times the square root of f'c is not exceeded, or in lieu of pre-stress, provide a corrosion inhibitor, and limit crack widths as per ACI 318. I. Composite and Non-Composite Wall Panels 1. Design and detail to avoid condensation through the use of air and vapor barriers. 1.05 PERFORMANCE A. The Precast Concrete Contractor shall assume full responsibility for the design, performance and integrity of the entire precast system in conformance with code specified and project specified loads and criteria and shall be the Engineer of Record for the precast and connections. Liability for the system shall include, but not be limited to, the design of the veneer to precast anchoring system, structural design of the precast concrete, all installation and erection means, methods or techniques, integrity of sealant systems to insure a watertight perimeter wall, concrete mix designs and general fabrication of the entire precast system. B. Precast Engineer shall inspect installation and provide written certification that installation, including connections, conforms to design intent. PART 2 - PRODUCTS 2.01 MATERIALS A. Cement: Non-staining, Portland Cement, as required to achieve architectural color and finish, conforming to ASTM C150, Type 1 or Type III: Manufacturer as approved by Architect. Use only one brand, type and source of supply for the entire project. Grey cement may be used for non- exposed backup mixes. 220025.00 03 45 00 - 8 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete B. Aggregate from a single source for exposed faces shall be quartz or other approved material to provide finish specified. In general, comply with ASTM C33 for "Severe Weathering Region", ACI and PCI, free from all staining, injurious, deleterious substances. Fine natural sand, clean, hard, strong, durable, uncoated grains, passing No. 4 sieve. Coarse aggregate shall not contain spalling- causing substances. Aggregate shall exhibit less than 5% magnesium sulfate soundness loss. 1. Verify that adequate supply, from one pit or quarry, for each type of aggregate is available for the entire Project. Obtain entire aggregate supply prior to starting Work, or have aggregate supply held in reserve by aggregate supplier. C. Admixtures: Conform to Section 03 30 00. The use of calcium chloride, or admixtures containing calcium chloride is not permitted. D. Concrete: 1. Minimum compressive strength 5000 lbs. per square inch at 28 days with air entrainment 6% + 1%, 3" maximum slump prior to addition of plasticizers, maximum water/cement ratio = 0.40. 2. Coloring Agent: ASTM C979, compatible with other concrete materials. E. Reinforcement: 1. Reinforcing Steel: ASTM A615 Grade 60 deformed bars. All reinforcing steel required to be welded shall conform to ASTM A706. 2. Epoxy-Coated Reinforcing Bars: ASTM A775 3. Deformed Bar Anchors: ASTM A496 with a minimum yield strength of 75,000 PSI. Standard ASTM A615 Grade 60 or Grade 40 reinforcing bars may not be substituted for deformed bar anchors. 4. Welded Wire Fabric: Welded smooth wire fabric ASTM A185 with a yield strength of 65,000 PSI; Welded deformed wire fabric. ASTM A497 with a yield strength of 70,000 PSI. Epoxy-Coated: ASTM A884. All welded wire fabric shall be furnished in flat sheets only. 5. Strands: Uncoated seven wire, one half inch diameter, stress relieved 270 ksi strand, ASTM A416. 6. Headed Studs: Minimum tensile strength of 60000 psi, minimum yield strength of 52000 psi per ASTM A108. a. Nelson Division, TRW Inc. 7. Tie Wire/Supports: Annealed steel tie wire, minimum 16 gauge. Provide only plastic coated or stainless steel tie wire bolsters, chairs, spacers, etc. in exposed concrete structures and all architectural concrete. 8. Galvanize final assembles when reinforcing bars, deformed bar anchors or headed studs are welded to steel plates or angles for the following conditions. a. Parking structures. b. Exterior walls of all buildings: 1) Exception: Galvanized assemblies are not required for full height, composite or non-composite panels. F. Steel Shapes: ASTM A36. Embedded anchor plates shall be sized as required, but shall be a minimum of 3/8" thick, with a minimum of two 3/8" diameter x 4" long, headed, welded studs. All rolled or formed shapes and anchoring materials shall be 3/8" minimum thickness. Bolts shall be minimum 5/8" diameter with nuts and washers. All materials and assemblies shall be hot dipped galvanized, except as noted. 1. For exposed to view connections in non-corrosive, interior environments, such as industrial building and gymnasium composite or non-composite wall panels, connections may be primed and painted. 2. Where spray-on fireproofing is to be applied, provide bare steel for interior applications and exterior walls with exposed connections. For exterior walls with hidden connections and for corrosive environments, use Tnemec Perime Prime Series 394. G. Anchor Bolts, Nuts and Washers: Provide regular low carbon steel bolts and nuts (ASTM A307) hot-dipped galvanized or stainless, complying with ASTM A153 minimum for fasteners. Anchor bolts and base plates shall be coated with coal tar after installation. Provide galvanized materials for exterior exposure. 220025.00 03 45 00 - 9 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete H. Metal Accessories: Anchors, clip angles, anchor plates and studs, setting loops, shims, washers, lifting inserts and other accessories shall be hot-dipped galvanized or stainless, where steel shapes are specified as galvanized or stainless. I. Miscellaneous metals cast into concrete (e.g. stair nosings) 1. Reference Specification 05 50 00. 2. Stainless steel may be substituted for galvanized steel. J. Bearing Pads: Conform to the requirements of the PCI Handbook, latest edition and to PCI Technical Report No. 4, "Criteria for the Design of Bearing Pads." Where requirements conflict, the more stringent provision shall apply. Protect against pad "walkout" and consider nonparallel bearing surfaces, lift-off, rotation, etc. 1. Elastomeric Pads: 50 to 70 Durometer, AASHTO grade (100% virgin) plain chloroprene (neoprene). a. Neosorb, Voss Engineering Inc. b. Newlon, JVI Inc. c. Approved equal 2. Random Oriented Fiber (ROF) Material limited to 1200 psi bearing stress. a. Vossco, Voss Engineering Inc. b. Masticord, JVI Inc. c. Approved equal 3. Cotton-Duck fabric reinforced pads conforming to AASHTO 2:10:3 (L) and MIL-C-882C specifications a. Sorbtex, Voss Engineering Inc. b. Capralon, JVI Inc. c. Approved equal 4. Frictionless Bearing Pads: a. Frictionless bearing pads shall be a nominal 3/32" glass filled virgin Tetrafluoroethylene (TFE), e.g. Teflon, conforming to ASTM D1457 with a 10 gauge A36 steel backing plate factory bonded with a tested epoxy performed in a heated bonding process under a controlled pressure. Provide one sliding pad tack welded to the lower supporting surface and one tack welded to the upper surface. Unless detailed otherwise on the drawings, the upper element shall be larger than the lower element on all sides by the amount of the expansion joint width shown on the drawings. Provide frictionless bearing pads at all beam or slab elements where expansion joints are indicated and only a single support is provided. b. The pad size and design shall conform to the manufacturer's recommendations. Design bearing pressure under total service load shall not exceed 2000 psi. c. Frictionless bearing pads for exterior or exposed usage shall be manufactured for use in an exposed climate of heat, cold, moisture and ultraviolet rays. All backing steel in an exposed or open environment shall be stainless steel. d. Manufacturers: 1) Fluorocarbon 2) Masticord, JVI Inc. 3) Duroslide, Tobi Engineering, Inc. 4) Approved Equal K. Grout: Non-shrink, minimum 5000 psi, 28-day strength, conforming to ASTM C1107. L. Steel Shims: A36 steel. Where no additional grout is provided, shim area shall be at least 70% of the area of the plate above the shims, with a minimum width to height ratio of 4 to 1 for the shim stack. Korolath shims are an acceptable alternative to steel. M. All galvanizing shall be a minimum of 1.2 oz./sq. ft., except fasteners. All galvanized material shall be fully degreased before applying paint, insulation with pins and adhesive, sealants or similar finishes, or components sensitive to oil, grease and other contaminants. In lieu of the hot-dip process, the following is acceptable at Contractor’s option: 1. Flame spray-applied galvanizing. 2. Two-coat system for exterior or corrosive exposure as specified in Section 05 10 00. 220025.00 03 45 00 - 10 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete N. Areas of galvanized material to receive other than butyl sealants shall receive a coat of zinc- chromate primer to assure proper bond when the sealant is applied. O. Rust-Inhibitive Paint and Galvanized Steel Touch-up: "ZRC Galvinite Cold Galvanizing Compound", ZRC Worldwide, Marshfield, MA, or approved equal. P. Sealant: Two (2) parts polyurethane sealant, non-staining, color to match precast, adjacent cast-in brick for wall panels or as selected and approved by Architect. Sealant shall be paintable. 1. Tremco, "Dymeric 240" for vertical surfaces 2. Tremco, "THC 900/901" for horizontal surfaces 3. Pecora, Inc. "Dynatrol II" 4. Sika, “Sikaflex-15LM”, “Sikaflex 2cNS” 5. Sonneborn, "Sonolastic NP 2" 6. Approved equal Q. Sub-caulking for all locations shall be closed cell polyethylene foam backing with diameter 50 percent greater than joint to be sealed. R. Primer as manufactured by manufacturer of sealant. S. Inserts (Loop, coil, lifting, etc.): 1. Dayton Superior 2. Richmond 3. Approved equal T. Insulated Wall Panels: 1. Composite Wall Panels: a. 12’-0” wide solid wet-cast panels, or as shown by Architect. b. MNL 116/Architectural Finish specification c. Concrete wythes are connected via corrosion and alkali resistant, non conductive carbon fiber composite connectors (e.g. Thermomass), or thermoplastic resin anchors (HK low-conductivity Composite Panel Ties) or approved equal. Metal and nylon connectors are not allowed. d. 4” rigid insulation 1) Expanded Polystyrene (EPS), minimum density = 0.90 lb/ft3, R = 4.00/inch 2) Extruded Polystyrene (XPS), R = 5.00/inch 3) Tri-faced Polyisocyanurate, R = 5.80/inch e. Required wall panel net R = 20. Precaster shall provide isothermal analysis to determine expected R-values for wall panel system, accounting for cold-transfer of connectors between wythes and solid concrete block-outs. f. See Architectural for required fire ratings. U. Polyisocyanurate Board Insulation when used in wall panels: rigid, cellular polyisocyanurate thermal insulation with core formed by using hydrocarbons as blowing agents; square edged; complying with ASTM C1289, Type 1, with provisions as follows: 1. Compressive resistance: 25 psi minimum yield or at 10 percent deformation per ASTM D1621. 2. Water absorption: 0.05 percent maximum by volume per ASTM D209. 3. Aged R-value: 5.8/inch at 75ºF minimum per ASTM C518/C236. Maximum use temperature of 190ºF. 4. Polyisocyanurate insulation with a kraft/aluminum/ polyester facer shall provide: a. Water vapor permeance, ASTM E96, 1”, <0.03 perm, maximum. b. Un-exposed metallic facing that is not susceptible to corrosion or chemical reaction with the concrete. 220025.00 03 45 00 - 11 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 2.02 FABRICATION AND MANUFACTURE A. Fabricate precast concrete units, in accordance with the construction documents and approved precast submittals and shop drawings, with manufacturing and testing procedures, quality control recommendations, and dimensional tolerances as specified in PCI MNL-117 or ACI 533R, unless more stringent requirements are shown or specified. B. Casting shall be done in accurate molds conforming to detail drawings and shall be designed to withstand high frequency vibration. 1. Edges and corners shall be uniformly chamfered or radiused. 2. Conform to specified tolerances. C. Reinforcing, bolts, weld plates, inserts and other anchorages shall be accurately placed in accordance with details. All reinforcing shall have minimum 2" cover. 1. Lifting hooks and inserts shall be recessed and provided in panel sides and ends only, so that finished surfaces are not marred. D. Facing portion of units shall be manufactured of specified aggregate and cement with a water-cementitious ratio not exceeding 0.40. E. Conform to any and all requirements of Specification Sections 03 10 00, 03 20 00, and 03 30 00. F. Cure per industry standards and PCI Mnl 117 or ACI 533R. Curing compounds, releasing agents or other adhesion-inhibiting contaminants shall not be used on surfaces to be caulked. Test cylinders shall be cured with and by the same methods as the members they represent. G. All components shall be true to dimension with clean, sharp arises and details in conformance with Architect's drawings and final approved shop drawings within specified tolerances. H. Discard units that are warped, cracked, broken, spalled, stained, or otherwise defective unless repairs are approved by the Architect and meet specified requirements. Refer to ACI-533 for product finish requirements unless otherwise shown or specified. I. Precast supplier to provide and cast-in standard electrical, data, etc. boxes and conduit less than 1” diameter in precast wall panels as shown on electrical plans. The precast supplier is to cast-in other non-standard conduits and boxes supplied by the electrical contractor. Precast supplier shall notify electrical contractor in writing prior to casting date to allow electrical contractor sufficient time to get items supplied by them to precast supplier prior to casting. 2.03 FINISHES A. Panel faces shall be free of joint marks, grain, excessive air voids, sand streaks, honeycombs and other obvious defects with uniform color and texture. Corners, including false joints shall be uniform, straight and sharp. B. Finish exposed surfaces or units to match Architect's design reference sample submitted prior to bidding. C. Finish exposed surfaces or units to match APA and PCI "Architectural Precast Concrete-Color and Texture Selection Guide" of Plate Numbers Indicated. D. Finish exposed surfaces or units in accordance with the following, as directed and approved by Architect. 1. Smooth surface finish free from pockets, sand streaks, honeycomb, chips or spalls, with uniform color and texture. Acceptance of bugholes less than 5/8 inch (16mm) in diameter shall be pre-approved with Architect. 2. Textured surface finish from form liners or inserts. 3. Machine textured finish, using power or hand tools to remove matrix and fracture coarse aggregate. 4. Retarded finish, using chemical retarding agents applied to forms, with washing and brushing procedures to expose aggregate and surrounding matrix. 220025.00 03 45 00 - 12 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 5. Abrasive blast finish, using abrasive grit, equipment, application and cleaning procedures to expose aggregate and surrounding matrix. 6. Acid etched finish using acid solution and application techniques to expose aggregate and surrounding matrix. Minimize exposed aggregate. 7. Honed or polished finish using mechanical abrasion, followed by filling and rubbing procedures. 8. Sand embedment finish, using selected coarse aggregate placed in a sand bed in the bottom of the mold, with sand removed after removal from the mold. 9. Applied material finish, using selected ceramic or natural stone materials. E. Finish Exposed Back Surface of Units: 1. To match face surface of units or with smooth, steel trowel finish, as approved by Architect. F. Finish unexposed surfaces of units by float finish or as-cast form finish. PART 3 - EXECUTION 3.01 PRODUCT DELIVERY STORAGE AND HANDLING A. Deliver units to project site in such quantities and at such times to ensure continuity of installation and compliance with project schedule. B. Material shall be checked, carefully handled and delivered to the site in such a manner as to avoid soiling, damage, cracking, warpage or chipping. Protect finished surfaces. C. Lift and support units only at designated lifting points as shown on reviewed Shop Drawings. D. Avoid job site storage. When job site storage is required, store in a manner to prevent physical damage, dirt or disfigurement, and so that markings are visible. E. Provide anchorage items to be embedded in or attached to other construction without delaying the work. Provide setting diagrams, templates, instructions and directions as required for installation. 3.02 INSPECTION OF SURFACES A. Before starting to erect precast concrete panels, verify that structure and anchorage inserts not within the tolerances required to erect panels have been corrected. B. Determine field conditions by actual measurements. C. Start of installation constitutes acceptance of surfaces and conditions. 3.03 JOB COORDINATION A. The General Contractor shall provide and maintain access and operating space for the equipment of the Precast Concrete Contractor. Such access may consist of, but need not be limited to, roads, ramps and crossings capable of supporting cranes and trucks normal to erection operations of this type, maneuvering under their own power. Foundation and utility excavations shall be back-filled where necessary and in accordance with the schedule of erection mutually agreed upon between this Contractor and the Precast Concrete Erection Contractor. B. Subcontractor must review installation procedures and coordination with other work, with General Contractor, other Contractors and Subcontractors whose work will be affected by precast work. Where applicable, coordinate possible existing building interferences with new construction. 220025.00 03 45 00 - 13 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 3.04 ERECTION AND INSTALLATION A. Units shall be erected, aligned, plumbed and leveled by methods recommended by manufacturer and conforming to PCI Mnl 127, using equipment recommended or supplied by manufacturer, without damage to shape or finish. When specified tolerances are exceeded, discontinue work and notify Architect. B. All members shall be handled by means of inserts installed per manufacturer's requirements and placed so as to not reverse stresses in members. Lift and support units only at designated lifting or supporting points as shown on final shop drawings. C. Where required, secure by temporary bracing and ties to prevent displacement until permanent connections are made and members grouted. Provide temporary shoring and bracing as required to ensure stability during erection. The erector shall brace unsymmetrical sections during erection and pouring of topping slabs to prevent rotation and instability regardless of whether it is specified on the erection drawings. The responsibility for bracing such members shall rest solely with the Erector. D. Furnish all necessary bolts, washers, shims, load buttons, clamps and all other hardware necessary to complete installation. E. Installation shall be made directly on prepared bearing surfaces, level, plumb and true to line. Nominal panel joint thickness is 5/8" unless otherwise indicated. 1. Adjustments such as shimming which would place additional stress on units shall not be permitted. 2. Adhere to dimensional tolerances in accordance with PCI MNL-127 recommendations and this Specification. Do not allow cumulative dimensional errors to develop. 3. Joint panel thickness of 3/4" is allowed for large panels such as industrial building or gymnasium full height walls. 4. Maintain horizontal and vertical joint alignment and uniform joint width as erection progresses. F. Field Welding: 1. Grind off galvanizing or paint prior to welding. 2. Perform welding in compliance with AWS D1.1 and D1.4. Grind welds flush. 3. Protect units from damage by field welding operations and provide non-combustible shields as required. 4. Remove all lifting loops and touch-up paint all galvanized field welded connections as specified. 5. Repair damaged metal surfaces by cleaning and applying a coat of liquid galvanizing repair compound to galvanized surfaces and primer compatible with painted surfaces, 3 mil thick. G. Where panels are backed up with masonry construction, anchorage shall be by means of clamps, dowels and stone anchors. Dowels shall be of brass and all anchors galvanized after fabrication. Locate connections so as not to interfere with flashing. H. Allow minimum of 3/4" grout space after attaching mechanically as detailed. All wall panels shall be continuously solid grouted at base. I. Precaster shall seal all joints between and surrounding panels encountered during construction. 1. For parking structure spandrel panels seal outside, top and exposed inside edges between adjacent panels and to columns. For wall panels exposed to the interior, seal both sides and top. 2. Provide insulation where shown on construction documents. 3. Provide firesafing where required to maintain required fire rating. Consult with Architect. Provide member thickness and firesafing in joints between precast panels in compliance with IBC Section 721, “Calculated Fire Resistance” and Figure 721.2.1.3.1. 4. Install polyethylene sub-caulking leaving joint depth of approximately 3/8". 5. Prime all surfaces with surface primer and allow to dry as required by manufacturer of sealant. 220025.00 03 45 00 - 14 © Harwood Engineering Consultants, Ltd. Precast Architectural Concrete 6. Apply sealant in accordance with manufacturer's instructions and tool to a concave surface. 7. Remove all excess compound. 8. Provide openings or drainage weeps to prevent entrapped water. 9. Common joint between two different wall surfaces, such as precast concrete and masonry, shall be sealed by Contractor installing the last item. 10. Provide sealant over expansion felt for exterior exposure and parking structures at edges between precast and concrete slabs-on-grade. 11. Paint shall be applied to sealants only after sealant is fully cured per manufacturer’s recommendations. 12. Provide security sealant at joints at inmate areas. Coordinate locations with Architect. 13. Where precast panels include veneer, sealant color shall match adjacent concrete or adjacent veneer as applicable. Multiple sealant colors may be required in a vertical joint. J. Fireproof exposed steel components as required to maintain required fire rating. K. Reglets shall be field cut by trade requiring them. Maximum depth of cut shall be 3/4 inch. Cut shall be made at an angle to facilitate drainage. L. Patching and Filling shall be performed by Precaster. 1. Exposed-to-view public, staff or inmate areas, excluding parking structures, shall have precast connections finished, including shear wall and other recessed connections. Alternatively, use hidden connections. 2. Recessed steel connections shall be filled so that the finished product is flush with the adjacent precast and can be painted so it looks the same. 3. This level of finish is not required in unfinished areas including mechanical rooms, chases, and areas above finished ceilings. 3.05 PROTECTION A. During construction, all work shall be adequately and substantially covered and protected against inclement weather to insure against damage. B. Subsequent trades to protect finished surfaces from soiling or damage. C. Touch-up, repair or replace damaged products before Substantial Completion. 1. Repair exposed surfaces of units to match color, texture, and uniformity of surrounding units. 2. Remove and replace damaged units when repairs do not meet requirements. 3.06 CLEANING A. Exposed surfaces of all work under this section shall be cleaned in accordance with Precast Manufacturer's recommendations. B. Do not use cleaning materials or methods that change the appearance of architectural precast concrete finishes. Test clean a small area to verify adequacy and safety of materials and methods. Sandblasting, wire brushes or acids are not permitted. C. Leave precast units clean, free of traces of cleaning compound and with joints watertight. D. Coordinate cleaning of precast units with cleaning of glass and other adjoining work. END OF SECTION 220025.00 06 09 00 - 1 Rough Carpentry ©Zimmerman Architectural Studios, Inc. SECTION 06 09 00 ROUGH CARPENTRY PART 1 - GENERAL RELATED DOCUMENTS A. Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. SUMMARY A. Section includes: 1. Framing with dimension lumber. 2. Wood furring and grounds. 3. Wood sleepers. 4. Utility shelving. 5. Plywood backing panels. 6. Plastic Wood ACTION 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”. B. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. 2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include physical properties of treated materials based on testing by a qualified independent testing agency. 3. For fire-retardant treatments, include physical properties of treated lumber both before and after exposure to elevated temperatures, based on testing by a qualified independent testing agency according to ASTM D5664. 4. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. INFORMATIONAL SUBMITTALS A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review. B. Evaluation Reports: For the following, from ICC-ES: 1. Fire-retardant-treated wood. 2. Power-driven fasteners. 3. Post-installed anchors. 4. Metal framing anchors. 220025.00 06 09 00 - 2 Rough Carpentry ©Zimmerman Architectural Studios, Inc. QUALITY ASSURANCE A. Testing Agency Qualifications: For testing agency providing classification marking for fire-retardant treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. 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. DELIVERY, STORAGE, AND HANDLING A. Stack wood products flat with spacers beneath and between each bundle to provide air circulation. Protect wood products from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency. 3. Dress lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 15 percent for 2-inch nominal thickness or less; 19 percent for more than 2-inch nominal thickness, unless otherwise indicated. C. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project. 1. Allowable design stresses, as published by manufacturer, shall meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. WOOD-PRESERVATIVE-TREATED LUMBER A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with ground, Use Category UC3b for exterior construction not in contact with ground, and Use Category UC4a for items in contact with ground. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates. 2. For exposed items indicated to receive a stained or natural finish, chemical formulations shall not require incising, contain colorants, bleed through, or otherwise adversely affect finishes. B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material. 220025.00 06 09 00 - 3 Rough Carpentry ©Zimmerman Architectural Studios, Inc. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D. Application: Treat all rough carpentry as follows: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls. 4. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas. 5. Wood floor plates that are installed over concrete slabs-on-grade. FIRE-RETARDANT-TREATED MATERIALS A. General: Where fire-retardant-treated materials are indicated, materials shall comply with requirements in this article, that are acceptable to authorities having jurisdiction, and with fire-test-response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency. B. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test. 1. Treatment shall not promote corrosion of metal fasteners. 2. Exterior Type: Treated materials shall comply with requirements specified above for fire- retardant-treated lumber and plywood by pressure process after being subjected to accelerated weathering according to ASTM D 2898. Use for exterior locations and where indicated. 3. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated. 4. Design Value Adjustment Factors: Treated lumber shall be tested according to ASTM D5664 and design value adjustment factors shall be calculated according to ASTM D6841. C. Kiln-dry lumber after treatment to maximum moisture content of 19 percent. D. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency. 1. For exposed lumber indicated to receive a stained or natural finish, mark end or back of each piece. E. For exposed items indicated to receive a stained or natural finish, chemical formulations shall not bleed through, contain colorants, or otherwise adversely affect finishes. F. Application: Treat all rough carpentry unless otherwise indicated. 1. Framing for raised platforms. 2. Framing for stages. 3. Concealed blocking. 4. Framing for non-load-bearing partitions. 5. Framing for non-load-bearing exterior walls. 6. Roof construction. 7. Plywood backing panels. 220025.00 06 09 00 - 4 Rough Carpentry ©Zimmerman Architectural Studios, Inc. DIMENSION LUMBER FRAMING A. Non-Load-Bearing Interior Partitions: Construction or No. 2 grade. 1. Application: Interior partitions not indicated as load bearing. 2. Species: a. Hem-Fir (North); NLGA. b. Southern Pine or Mixed Southern Pine; SPIB. c. Spruce-Pine-Fir; NLGA. d. Northern Species; NLGA. B. Load-Bearing Partitions: No. 2 grade. 1. Application: Exterior walls and interior load-bearing partitions. 2. Species: a. Hem-Fir (North); NLGA. b. Spruce-Pine-Fir; NLGA. c. Hem-Fir; WCLIB or WWPA. d. Douglas Fir-Larch (North); NLGA. C. Load-Bearing Partitions: Any species of machine stress-rated dimension lumber with a grade of not less than 2400f-2.0E. MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Furring. 4. Grounds. 5. Utility shelving. B. Dimension Lumber Items: Construction or No. 2 grade lumber of any of the following species: 1. Hem-Fir (North); NLGA. 2. Spruce-Pine-Fir; NLGA. 3. Western Woods; WCLIB or WWPA. 4. Northern Species; NLGA. C. Utility Shelving: Lumber with 15 percent maximum moisture content of any of the following species and grades: 1. Eastern White Pine, Idaho White, Lodgepole, Ponderosa, or Sugar Pine; Premium or No. 2 Common (Sterling) Grade; NeLMA, NLGA, WCLIB, or WWPA. 2. Hem-Fir or Hem-Fir (North); Select Merchantable or No. 1 Common Grade; NLGA, WCLIB, or WWPA. D. Concealed Boards: 19 percent maximum moisture content and any of the following species and grades: 1. Mixed Southern Pine or Southern Pine; No. 2 Grade; SPIB. 2. Hem-Fir or Hem-Fir (North); Construction or No. 2 Common grade; NLGA, WCLIB, or WWPA. 3. Northern Species; No. 2 Common grade; NLGA. E. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. F. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. G. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. 220025.00 06 09 00 - 5 Rough Carpentry ©Zimmerman Architectural Studios, Inc. H. Plastic Wood w/ Carriage Bolts: Provide stainless steel 5 ½” x 3/8” carriage bolts that are countersunk in the plastic wood at 3” O.C. 1. Manufacturer: Tangent Sustainable Lumber Products, 1001 Sullivan Road, Aurora, IL 60506, (630) 264-1110. PLYWOOD BACKING PANELS A. Equipment Backing Panels: Plywood, DOC PS 1, Exposure 1, C-D Plugged or fire-retardant treated, in thickness indicated or, if not indicated, not less than 3/4-inch nominal thickness. FASTENERS A. General: Fasteners shall be of size and type indicated and shall comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners of Type 304 Stainless Steel. B. Nails, Brads, and Staples: ASTM F1667. C. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. MISCELLANEOUS MATERIALS A. Sill-Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to suit width of sill members indicated. B. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch. C. Adhesives for Gluing Furring and Sleepers to Concrete or Masonry: Formulation complying with ASTM D3498 that is approved for use indicated by adhesive manufacturer. D. Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient. PART 3 - EXECUTION INSTALLATION A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. C. Install plywood backing panels by fastening to studs; coordinate locations with utilities requiring backing panels. Install fire-retardant-treated plywood backing panels with classification marking of testing agency exposed to view. D. Install shear wall panels to comply with manufacturer's written instructions. 220025.00 06 09 00 - 6 Rough Carpentry ©Zimmerman Architectural Studios, Inc. E. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. F. Install sill sealer gasket to form continuous seal between sill plates and foundation walls. G. Do not splice structural members between supports unless otherwise indicated. H. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. 1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches o.c. I. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: 1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96 inches o.c. with solid wood blocking or noncombustible materials accurately fitted to close furred spaces. 2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches o.c. Where fire blocking is not inherent in framing system used, provide closely fitted solid wood blocks of same width as framing members and 2- inch nominal thickness. 3. Fire block concealed spaces between floor sleepers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. and to solidly fill space below partitions. 4. Fire block concealed spaces behind combustible cornices and exterior trim at not more than 20 feet o.c. J. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. K. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC). 2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments," in ICC's International Residential Code for One- and Two-Family Dwellings. 3. ICC-ES evaluation report for fastener. L. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated. M. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered. 1. Comply with approved fastener patterns where applicable. 2. Use finishing nails unless otherwise indicated. Countersink nail heads and fill holes with wood filler. 3. Use common nails unless otherwise indicated. Drive nails snug but do not countersink nail heads. WOOD BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated. 220025.00 06 09 00 - 7 Rough Carpentry ©Zimmerman Architectural Studios, Inc. C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B. Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal size furring horizontally at 24 inches o.c. C. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal size furring vertically at 16 inches o.c. WALL AND PARTITION FRAMING INSTALLATION A. General: Provide single bottom plate and double top plates using members of 2-inch nominal thickness whose widths equal that of studs, except single top plate may be used for non-load-bearing partitions and for load-bearing partitions where framing members bearing on partition are located directly over studs. Fasten plates to supporting construction unless otherwise indicated. B. Construct corners and intersections with three or more studs, except that two studs may be used for interior non-load-bearing partitions. C. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Support headers on jamb studs. PROTECTION A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet enough that moisture content exceeds that specified, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF SECTION THIS PAGE INTENTIONALLY BLANK 220025.00 06 40 00 - 1 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. SECTION 06 40 00 ARCHITECTURAL WOODWORK PART 1 - GENERAL RELATED DOCUMENTS A. Drawings, General Provisions and Special Provisions of the Contract, including Attachments, apply to this Section. SUMMARY A. Section includes: 1. Labor and materials required to complete millwork including wood moldings and trim, custom plastic laminate casework, plastic laminate countertops and all other millwork. B. Related Sections: 1. Section 06 10 00 - Rough Carpentry 2. Section 06 61 00 - Solid Surfacing Material Fabrications QUALITY ASSURANCE A. Grading: Lumber herein referred to shall conform to American Lumber Standards, Simplified Practice Recommendation R 16, latest edition. Grades shall conform to the grading rules of the Manufacturer's Association under whose rules the lumber is produced. B. Seasoning: All lumber for interior finish shall be kiln dried to a moisture content not to exceed 10 percent. C. Compressed Particle Board shall conform to requirements of AWS Section 4, Article 1.2.31.3 and ANSI A208.1. D. Laminated Plastic decorative surfacing shall be NEMA quality melamine surfaced laminated plastic sheet. E. Millwork shall conform to requirements for Custom Grade work as defined in Architectural Woodwork Standards, 2nd edition, as published by Architectural Woodwork Institute. F. This grade shall be considered as the minimum requirement. Contractor shall adhere to additional requirements of this Specification even though they may exceed the requirements of the specified AWS grade. G. Millworker shall have a reputation for doing satisfactory work on time and have successfully completed projects of similar size and comparable work. H. 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 06 40 00 - 2 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. 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”. B. Submit the following: 1. Samples of plastic laminate in color and pattern scheduled. 2. Submit sample of PVC edge banding to Architect and receive approval for finish and color prior to fabricating plastic laminate work. 3. Shop drawings in sufficient detail to show fabrication, installation, anchorage and interface of the work of this Section with the work of adjacent trades. 4. Samples of cabinet hardware proposed to be used in the required finish. DELIVERY, STORAGE, AND HANDLING A. Moisture in building and storage conditions must be suitable to receive millwork before delivery is made. Heat will be required in cold or humid weather. Coordinate with Section 06 09 00. B. Follow AWS Appendix B, Article 12 recommendations for acclimation of wood trim to site conditions prior to installation. Allow millwork a minimum of 72 hours to come to equilibrium on site prior to installation. Allow factory finished woodwork a minimum of one (1) week to acclimatize to site conditions. Relative humidity shall not be less than 25% or more than 55% under normal conditions. C. Relative humidity during time of installation shall remain within the range to be maintained during occupancy. D. All materials shall be protected and kept under cover both in transit and at the job site. PART 2 - PRODUCTS MILLWORK LUMBER A. Millwork Lumber: 1. All interior millwork lumber shall be Grade I Hard Maple, "Select White". (No heartwood permitted). 2. Millwork lumber scheduled to receive painted finish shall be closed grain hardwood, of quality suitable for opaque finish. 3. Where Schedule calls for a varnished finish, materials shall be free from black or streaked pieces, wild grain or strong contrasts in color. B. Wood Cabinet Materials: 1. Stiles and rails shall be of solid stock. 2. Other face materials shall be hardwood plywood lumber. 3. Thickness and grade of members shall conform to AWS Section 10 requirements for Custom Grade Cabinets. C. Plywood: 1. Plywood veneers for transparent finish shall be AWS 4.2a.14.2 Grade A Plain Sliced Hard Maple, "Select White". 2. Plywood veneers for surfaces scheduled to be painted shall be medium density overlay (MDO). D. Compressed Particle Board: Fabricated of virgin wood flakes bonded with urea type resins into smooth surfaced, dimensionally stable panels, medium density unless otherwise noted. Conform to requirements of AWS 1.2.31.3. 220025.00 06 40 00 - 3 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. E. Medium Density Fiberboard (MDF): Composite panel product consisting of cellulosic fibers combined with a synthetic resin or other suitable bonding system and joined together under heat and pressure. Product shall meet or exceed the performance property requirements of ANSI A208-1 or 2. LAMINATED PLASTICS A. Decorative plastic surfacing shall be melamine surfaced laminated plastic sheet General Purpose Grade and Post Forming Grade as required. 1. Formica 2. Nevamar 3. Wilsonart 4. Pionite B. Colors and patterns as selected by Architect. See Color and Material Schedule for selections. C. Backing panels shall be of similar material and thickness, but without decorative facing. D. Cabinet Liner: Low pressure melamine product consisting of decorative paper sheet saturated in melamine resin and thermally fused into the board under heat and pressure creating a molecular bond with the particle board substrate. 1. Masonite "MCP Brand" 2. Fiberesin 3. Panolam Industries, "Panolam" 4. approved equal E. PVC Edge Banding: 1. Edges of doors and drawer front: 3mm 2. Edges of case body members: 1mm 3. Edges of shelves: 1mm (4 sides) HIGH PERFORMANCE WOOD VENEER A. Genuine wood veneers with a protective melamine resin wear layer fused with phenolic resin impregnated kraft sheets under heat and pressure resulting in a scratch and abrasion resistant surface preserving the character and texture of the wood. 1. - Lamin-Art "Veneer-Art" 2. - approved equal HARDWARE A. Adjustable Shelf Supports: Multiple holes with steel pins. B. Drawer Slides for Light and Medium Duty Drawers: 1. Drawers 24" wide or less: All ball bearing, rail mount, full extension slides, hold-in detent, with a 100 lb./pr. load rating and progressive movement. Clear zinc finish. a. Accuride "Model 7432" b. Hafele c. KV d. Fulterer, "FR 5043" e. Other manufacturers as approved by the Architect. 2. Full Extension ball bearing slide for drawers up to 16” wide. Load Rating: 100 lb. Clear zinc finish. a. Accuride "3832EC-Easy Close" b. Knape & Vogt (KV), "8450FM" (Drawer width up to 24") c. Grass, "Zargen Metal Drawer System". d. Other manufacturers as approved by the Architect. 220025.00 06 40 00 - 4 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. 3. Full Extension ball bearing slide for drawers between 25" and 30" wide. Fully concealed undermount. Load Rating: 100 lb. Clear zinc finish. a. Accuride, "3132EC Eclipse Easy Close" b. Other manufacturers as approved by the Architect. C. Drawer Slides for Heavy Duty Drawers: 1. Drawers 42" wide or less: All ball bearing, rail/bracket mount, full extension + 1 in. over travel slides, hold-in detent, with a 200 lb./pr. load rating. Clear zinc finish. a. Accuride "Model 3640A" b. Hafele c. KV d. Fulterer, "FR 5210" e. Grass, "Zargen Metal Drawer System". f. Other manufacturers as approved by the Architect. D. Pencil Drawer Slides: Minimum 45 lb. rating. 1. Accuride "Model 2006" or KV "Model 8250" E. Hinges: Concealed casework hinge. Hinge shall be mortised in door only and shall be completely concealed when door is closed. 1. Blum Clip 170, self-closing 170 degree opening. 2. Grass 3903, self closing, 165 degree opening. 3. Other manufacturers as approved by the Architect. F. Soft Close Cabinet Door Hinge: 1. Soft close feature, silent door closing action integrated into the hinge cup. When cabinet door is closed, the hinge prevents door from slamming shut. a. Blum, "BLUMotion" Hinge b. Grass, "TEC Soft-Close" Hinge. c. Other manufacturers as approved by the Architect. G. Door and Drawer Pulls: Zinc handle with brushed nickel finish. 96mm long extending 12mm from cabinet face. 1. Hafele 109.72.601 2. Amerock BP53003G10 3. Hickory Hardware PA0221-SN 4. Other Manufacturers as approved by the Architect. H. Cabinet False Front Clips: Hardware Resources 800-463-0660. - False Front Clip Item No. FFC11BLK and False Front Clip Roller/spacer Item No. FFS11 1. Hafele Keku Push-on Fittings I. Locks: Comp X National Lock Company or Best Locks "Cylinder Cam Lock". Each lock furnished with three (3) non duplicate keys. Master key locks as required by Owner. At pairs of doors provide lock for each door, allowing each door to operate independently from the other door. J. Magnetic Locks: 1. For casework in Children's areas, Cabinet Lock Security System with 5 Locks and 2 Keys. 2. Locks are installed on the inside of the cabinet and only the special magnetic key opens each of the locks. 3. To open the cabinet, hold the magnetic key against the cabinet door to disengage the lock. 4. Provide unlocking device that allows a disabling of the lock so cabinets can be opened without the key. a. Rev-A-Shelf, "RAL-101-1". b. Other manufacturers as approved by the Architect. K. Lock System for Phone Lockers in Admin Room 112 1. Digilock Americas USA, (800) 989-0201 digilock.com a. Basis of Design: CURVE Keypad / Mobile ID Network Lock Management System. 220025.00 06 40 00 - 5 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. L. Counter Brackets: 1/8" steel, exceeding 1000 lb. load limit. Sizes as indicated on drawings or as required by counter size. Powder coat finish in color as selected by Architect from manufacturer's standard colors. Reversible. 1. A&M Hardware, Inc., Manheim, PA, 888-647-0200, "Steel Work Station Brackets" 2. approved equal M. Cable Grommets: Round plastic grommets liner to fit in 2" hole. 1-7/8" opening. Provide unit with cover where required. Color as selected by Architect from manufacturer's standard colors. 1. Doug Mockett & Company, Inc., 800-523-1269 "Model TG1" (liner) and "Model TG" (liner with fliptop cap) 2. Other manufacturers as approved by the Architect. N. Stainless Steel Trash Chute Grommet Liner: One-piece countertop trash chutes manufactured of stainless steel with a highly polished lip flange. Size: 8 5/8" overall diameter; 7 7/8" inside diameter; 2" deep to fit 8" diameter hole. Tolerance: +/- 1/16". 1. Doug Mockett & Company, Inc., 800-523-1269 "Model TM2B". 2. Other manufacturers as approved by the Architect. O. Gate Spring Pivot Hinge: Includes an exterior tension adjustment which can be adjusted after the hinge is applied. The 4007 RB Series attachments are applied to the surface of the frame and the box is applied to the bottom surface of the gate. However, in the 4007MRB Series, the box is mortised into the bottom of the gate. Specify MRB for mortised box and reverse brackets; specify RB for reverse brackets only. Anti-friction Bearings. Finish 26D. 1. McKinney/ASSA ABLOY., 800-346-7707 "Model 4007MRB or 4007RB as required". 2. approved equal. WORKMANSHIP AND ASSEMBLY A. Assemble work at the mill insofar as practical and deliver to the job ready for erection. Fabricate work in accord with measurements taken at the job. B. Workmanship shall be in accordance with AWI Standards for Custom Grade millwork. C. Make joints neatly and carefully with surfaces straight and clean. Sand wood surfaces with grain and remove machine marks. Eliminate cross scratches. D. Do scribing, mitering and joining accurately and neatly to conform to details. FRAMES AND TRIM A. Interior frames: Thickness shown on Drawings by full width of partitions with heads housed into jambs. B. Interior Trim: All trim shall conform to details and shall be of wood species specified. 1. Wood Stair handrails shall be of specified wood accurately shaped to detail and made in as long sections as possible. Handrail fabrication shall conform to requirements of AWI Section 800. 2. Finish: Factory finish conforming to AWS, System 5, Conversion Varnish, Premium Grade. CABINET WORK A. Wood and Plastic laminate cabinet construction shall conform to applicable Architectural Woodwork Quality Standards Section 10 - Casework. Cabinets shall be flush overlay type unless otherwise shown on Drawings. B. Fabricator of all cabinets shall be experienced fabricator with facilities capable of producing work of the type specified. 220025.00 06 40 00 - 6 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. C. In addition to the requirements for custom grade work, apply .020 phenolic backer sheet to drawer bottoms of cabinet work. D. The grain of wood veneers and wood grain laminates shall run vertically on doors and drawer fronts as required for custom grade work in AWS Section 10, Article 1.2.19.2.2, Custom Grade, "DOORS, DRAWER FRONTS, and FALSE FRONTS shall run and match VERTICALLY within each cabinet unit." E. Wood grain of wood veneer and wood laminate valances located above cabinets shall also run vertically to match cabinet door and drawer fronts. WOOD CABINET WORK A. All exposed surfaces of wood cabinets shall be scraped and sanded as required by specified quality standards so that no marks of any kind are visible in any light. B. Thickness of materials, joinery, and other construction standards as dictated by AWS standards for Custom Grade work. C. Finish: Factory finish conforming to AWS, System 5, Conversion Varnish, Premium Grade. LAMINATED PLASTIC WORK A. Adhesives: Rigid or flexible adhesives. B. VOC Free, neoprene-based contact adhesive developed for bonding high-pressure laminate to particleboard, approved by plastic laminate manufacturer. C. Low-VOC FS MMM-A-125C, Type II, water and mold-resistant. Use ASTM D3110, dry-use type for laminating and finger jointing members, certified in accordance with ASTM C57 and complying with required VOC regulations. D. Fabrication: 1. Plastic laminate shall be laminated to particleboard or MDF substrate using adhesive and laminating method acceptable to laminate manufacturer. 2. Exposed edges of drawers, and doors shall be banded with 3mm PVC edge banding match to plastic laminate machine applied with waterproof hot melt adhesive. The edges of case body members shall be edged with 1mm PVC edge banding. All exposed and unexposed edges of all cabinet shelving shall be banded with 1mm PVC edge banding. 3. Exposed cabinet interior surfaces shall be laminated with low pressure melamine cabinet liner. 4. All drawer bottoms shall have .020 phenolic backer sheet. 5. All unexposed surfaces such as cabinet backs, bases and wall ends shall be balanced with a .020 phenolic backing sheet. COMPACT GRADE LAMINATE A. Decorative laminates with a thickness of at least 1/8 in. and with a decorative surface on both sides. Homogeneous construction. Products shall meet all the requirements of EN 438:2005, ISO 4586, NEMA LD3 and possess high impact and moisture resistant properties. Provide standard or flame- retardant grades as noted in Color and Material Schedule. See Color and Material Schedule for manufacturer, colors, and patterns. B. Fabrication: 1. Fabricate compact laminate following manufacturer's fabrication instructions using tools and methods recommended by manufacturer. 220025.00 06 40 00 - 7 Architectural Woodwork ©Zimmerman Architectural Studios, Inc. PLASTIC LAMINATED COUNTERTOPS A. Core material shall be 3/4" thick medium density particleboard. Minimum weight 40 lbs. per cubic foot. B. Countertops shall be fabricated in single length up to 12'-0". Countertops over 12'-0" shall have minimum number of hairline joints. Ends of sections shall be carefully fitted and securely joined. C. Make all cut-outs for sinks, electrical appliances, service outlets, etc. D. Rout all exposed edges smooth, sharp and clean. E. Provide .020" phenolic backer balancing sheet. PLASTIC LAMINATE STORAGE SHELVING A. 3/4" medium density particleboard laminated both sides with General Purpose Grade plastic laminate. Edges shall be 1mm PVC edge banding matched to plastic laminate, machine applied with waterproof hot melt adhesive, all four sides. PREFABRICATED COMPACT LAMINATE PAY LOCKERS – MAIN LOBBY 101(A) A. Patterson Pope with Metra Modo Smart Locking; (608) 721-7299 1. Visitor Locker System – Compact Laminate type per Color and Materials Schedule. FACTORY FINISHING A. To the greatest extent practical, architectural woodwork shall be prefinished at the fabrication shop. B. Preparations for Finishing: 1. Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces and similar preparations for finishing architectural woodwork, as applicable to each unit of work. 2. Backpriming: a. Apply one coat of sealer or primer compatible with finish coats to concealed surfaces of woodwork, including backs of trim, cabinets, paneling and ornamental work. b. Concealed surfaces of plastic laminate clad woodwork do not require backpriming when surfaced with plastic laminate. C. Transparent Finish: Comply with requirements indicated below for grade, finish system, staining and sheen with sheen measured on a 60-degree gloss meter per ASTM D523. 1. AWS Section 500, System 5, Conversion Varnish, Premium Grade PART 3 - EXECUTION Not Applicable END OF SECTION THIS PAGE INTENTIONALLY BLANK 220025.00 07 42 13.32 - 1 Perforated Aluminum Plate Wall Panels ©Zimmerman Architectural Studios, Inc. SECTION 07 42 13.32 PERFORATED ALUMINUM PLATE WALL PANELS 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. Perforated aluminum metal plate wall panels. B. Related Sections: 1. Section 05 40 00 – Cold-Formed Metal Framing: Wall panel substrates support framing. 2. Section 06 10 00 – Rough Carpentry: Plywood substrate wall sheathing. 3. Section 07 25 00 – Weather Barriers: Air and moisture barrier required as part of metal wall panel assembly. 4. Section 07 62 00 – Sheet Metal Flashing and Trim: Field formed flashings and other sheet metal work. 5. Section 07 92 00 – Joint Sealants: Perimeter sealant. 1.3 DEFINITIONS A. Metal Plate Wall Panel Assembly: Metal plate wall panels, attachment system components, miscellaneous metal framing and accessories. 1.4 REFERENCE STANDARDS A. American Architectural Manufacturer’s Association (AAMA): 1. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum. 2. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels. B. American Society for Testing and Materials (ASTM International): 1. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus. 2. ASTM B209/B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. 3. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw- Attached Gypsum Panel Products. 4. ASTM D523 - Standard Test Method for Specular Gloss. 5. ASTM D2244 – Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates. 6. ASTM D2247 - Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity; 2011 7. ASTM D4214 - Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films; 07(2015) C. NAAMM – National Association of Architectural Metal Manufacturers D. SMACNA – Sheet Metal and Air Conditioning Contractor’s National Association 220025.00 07 42 13.32 - 2 Perforated Aluminum Plate Wall Panels ©Zimmerman Architectural Studios, Inc. 1.5 ADMINISTRATIVE REQUIREMENTS A. Coordination: Coordinate panel assemblies with rain drainage, flashing, trim, stud back-up, soffits, and other adjoining work. B. Preinstallation Meeting: 1. Attendees: a. Owner. b. Architect. c. Installer. d. Panel manufacturer's representative. e. Structural support installer. f. Installer’s whose work interfaces with or affects wall panels including installers of doors, windows, and louvers. 2. Review and finalize construction schedule. 3. Verify availability of materials, installer's personnel, equipment, and facilities needed to maintain schedule. 4. Review means and methods related to installation, including manufacturer's written instructions. 5. Examine support conditions for compliance with requirements, including alignment and attachment to structural members. 6. Review flashings, special siding details, wall penetrations, openings, and condition of other construction that affects this Work. 7. Review temporary protection requirements for during and after installation of this Work. 1.6 SUBMITTALS A. General: Submittals for this specification section must be 100% complete and in one (1) package. 1. Only the actual samples required shall be allowed as a separate submittal. 2. Non- complete submittals will be returned to the contractor without comment and stamped “rejected-resubmit”. 3. Contractors who knowingly want to submit non-complete submittals or break single system submittals into multiple submittals will be responsible to arrange with Architect, prior to submitting the submittal(s), and to compensate Architect for the extra work involved. B. Submit the following in one complete submittal: 1. Product Data: Submit for each type of product indicated, include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of metal plate wall panel and accessory. 2. Shop Drawings: Submit fabrication and installation layouts of metal plate wall panels; including details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details. a. Provide distinction between factory-assembled, shop-assembled, and field-assembled work. b. Provide details of following items at full scale. 1) Manufacturer’s standard sheet metal trims. 2) Components of wall panel construction, anchorage methods, and hardware. 3. Coordination Drawings: Submit exterior elevations, drawn to scale, that have the following items shown and coordinated with each other, using input from installers of these items as follows: a. Metal plate wall panels and attachments. b. Girts. c. Wall-mounted items including doors, windows, louvers, and lighting fixtures. d. Penetrations of wall by pipes and utilities. 4. Samples: 8 by 10 inches [203 by 254 mm] minimum size sample in selected perforation pattern and finish. Sample to include formed edges per system design and finish as specified. 5. Test and Inspection Reports: Submit test and inspection reports on each type of wall panel system provided for project based on evaluation of comprehensive tests performed by qualified testing agency. C. Closeout Submittals: 1. Maintenance Data: Submit maintenance data for metal plate wall panels. 220025.00 07 42 13.32 - 3 Perforated Aluminum Plate Wall Panels ©Zimmerman Architectural Studios, Inc. 2. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. 1.7 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. Fabricator Qualifications: 1. Fabrication performed in quality-controlled manufacturing environment by experienced fabricators with references indicating multiple satisfactory experiences fabricating perforated metals as required for this project. 1.8 DELIVERY, STORAGE & HANDLING A. General: Comply with Division 1 Product Requirements. B. Ordering: Comply with manufacturer’s ordering instructions and lead time requirements to avoid construction delays. C. Delivery, Storage and Protection: 1. Deliver materials in original sealed manufacturer’s packaging. 2. Store materials in dry, secure location. 3. Store in accordance with manufacturer’s written instructions. 1.9 WARRANTY A. Project Warranty: 1 year manufacturer’s warranty on fabrications and material B. Manufacturer’s Warranty: Submit, for Owner’s acceptance, manufacturer’s standard warranty document executed by authorized company official. Manufacturer’s warranty is in addition to, and not a limitation of, other rights Owner may have under Contract Documents. C. Finish Warranty: 20 year warranty (Fluoropolymer finish). PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: 1. McNichols® Perforated Metal, 2502 North Rocky Point Drive, Suite 750 in Tampa, Florida, (813) 466-6979. 2. Hendrick Architectural, 1 Seventh Ave., Carbondale, PA 18407; (877) 840-0881, (570) 282-1010; Fax: (570) 282-1506; www.hendrickarch.com 3. Dri-Design, 12480 Superior Ct., Holland, Michigan 49424, (616) 355-2970 www.dri-design.com B. Requests to use equivalent products of other manufacturers shall be submitted in accordance with Section 01 63 00 - Product Substitution Procedures. 220025.00 07 42 13.32 - 4 Perforated Aluminum Plate Wall Panels ©Zimmerman Architectural Studios, Inc. 2.2 MATERIAL A. Aluminum Plate: Alloy and temper as recommended by manufacturer for application and in compliance with manufacturers design requirements. 1. Aluminum Material: Tension-leveled, fluoropolymer PVDF painted finish 5052-H32 manganese alloy per ASTM B209/B209M. 2. Thickness: 3/16 (0.190) inch. 3. Sheet size: 48” by 96” or 48” by 120”. 4. Weight: 2.713 lbs per sf. B. Panel shape and size: Factory cut perforated sheets into panels as indicated on Contract Documents. C. Perforations: 1. Round: 3/8-inch diameter holes spaced at 9/16-inch centers in staggered pattern and providing 40 percent open area with 3.62 holes per square inch. D. End pattern: Finished. E. Margins: Provide perforated panels with minimum width solid margins both sides of sheet. F. Equip panels with perimeter welded metal frames, return edges, borders, mounting holes, attachment brackets, clips, penetrations as required by design as indicated on Contract Documents and approved shop drawings. 2.3 FABRICATION A. Fabricate and finish wall panels within manufacturer’s facilities and fulfill indicated performance requirements demonstrated by laboratory testing. 1. Comply with indicated profiles and with dimensional and structural requirements. B. Provide post-finishing of panels, paint aluminum wall panels only after completion of panel fabrication and ensure exposed edges are coated. 2.4 FACTORY FINISH A. Comply with NAAMM's - Metal Finishes Manual for Architectural and Metal Products, for recommendations of designating finishes. B. Superior Performance Organic Coating System: AAMA 2605 multiple coats, thermally cured polyvinylidene fluoride (PVDF) resin system. 1. Two-Coat Fluoropolymer: AAMA 2605, fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pre-treat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' installation instructions. a. Color as selected by Architect from manufacturers standard finishes. C. Field Touch-Up Materials: As recommended by coating manufacturer for field application. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to panel fabrication, field verify required dimensions. 220025.00 07 42 13.32 - 5 Perforated Aluminum Plate Wall Panels ©Zimmerman Architectural Studios, Inc. B. Examine substrates, and Work areas and conditions with Installer present for compliance with requirements for installation tolerances, wall panel supports, and other conditions affecting performance of this Work. C. Examine wall framing to verify that girts, angles, channels, studs, and other structural wall panel support members and anchorage have been installed within alignment tolerances required by wall panel manufacturer. D. Verify that weather barrier has been installed over sheathing or substrate to prevent air infiltration or water penetration. E. Examine rough-in for components and systems penetrating wall panels to coordinate actual penetration locations relative to wall panel joint locations prior to installation. F. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Miscellaneous Framing: Install sub girt, base angles, sills, furring, and other wall panel support members and provide anchorage in accordance with ASTM C754 for gypsum panel type substrates and panel manufacturer’s installation instructions. 3.3 INSTALLATION A. Install wall panels in accordance with manufacturer's installation instructions, including pressure equalized rainscreen installation method and installation guidelines. 1. Wall panels consist of single sheets of metal formed with interlocking gutter and drainage system integral to the panel with single horizontal attachment for dry-joint rainscreen assembly. 2. Use of secondary drainage channels, brackets, support pins, joint sealants or gaskets to manage the drainage of wall panel system is not permitted. 3. Attach wall panels using progressive interlocking method, engaging bottom of panel in top of previous panel working bottom up and left to right. 4. Install wall panels with single top attachment in pre-punched holes to allow individual panels to move due to thermal expansion. 5. Do not compromise internal gutter. B. Install wall panels for orientation, sizes, and locations as indicated on Drawings. C. Install wall panels with proper anchorage and other components for this Work securely in place. D. Install wall panels with provisions for thermal and structural movement. E. Install shims to plumb substrates as necessary for installation of wall panels. F. Install weather tight seals at perimeter of wall panel openings. 1. Test for proper adhesion on small unexposed area of solid surfacing prior to use. 2. Refer to Section 07 9200. G. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA - Architectural Sheet Metal Manual. 1. Provide concealed fasteners where possible and set units true to line and level as indicated. 2. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 3. Install flashing and trim as wall panel Work proceeds. H. Install weather tight escutcheons for pipe and conduit penetrating exterior walls. 220025.00 07 42 13.32 - 6 Perforated Aluminum Plate Wall Panels ©Zimmerman Architectural Studios, Inc. I. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action as recommended by wall panel manufacturer. J. Install attachment system to support wall panels and with provisions to provide a complete weather tight wall system, including sub girts, extrusions, flashings and trim. 1. Include attachment to supports and trims at locations using dissimilar materials. 2. Do not apply sealants to joints, unless noted otherwise on Drawings or Shop Drawings. 3. Install starter extrusion at base course and at cut panel locations. K. Install accessories with positive anchorage to building and weather tight mounting and provisions for thermal expansion, and coordinate installation with flashings and other components. 1. Install components required for a complete wall panel assembly including trim, copings, flashings and other accessory items. L. Weather Barrier: Install weather barrier behind wall panels and over substrate in accordance with requirements of Section 07 2500. 3.4 TOLERANCES A. Shim and align wall panel units with installed tolerances of 1/4 inch in 20 feet, non-cumulative, on level, plumb, and location lines as indicated. 3.5 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing agency to perform field tests and inspections. B. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect completed metal wall panel installation, including accessories. C. Remove and replace metal wall panels where tests and inspections indicate that they do not comply with specified requirements. D. Perform additional tests and inspections, at Contractor's expense, to verify compliance of replaced wall panels or necessary additional work with specified requirements. E. Prepare test and inspection reports. 3.6 CLEANING A. Upon completion of wall panel installation, clean finished surfaces as recommended by panel manufacturer. B. Upon completion of wall panel installation, clear weep holes and drainage channels of obstructions and dirt. 3.7 PROTECTION A. Protect installed products from damage during subsequent construction. B. Replace wall panels damaged or deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 220025.00 08 11 19 - 1 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. SECTION 08 11 19 STAINLESS STEEL DOORS AND FRAMES 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. Stainless-steel, hollow-metal doors. 2. Stainless-steel, hollow-metal frames. 1.3 REFERENCE STANDARDS 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. Source Limitations: Obtain stainless-steel, hollow-metal work from single source from single manufacturer. C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 1. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies provide certification by a qualified testing agency that doors comply with standard construction requirements for tested and labeled fire-rated door assemblies except for size. 2. Temperature-Rise Limit: At vertical exit enclosures and exit passageways, provide doors that have a maximum transmitted temperature end point of not more than 450 deg F (250 deg C) above ambient after 30 minutes of standard fire-test exposure. D. Smoke- and Draft-Control Door Assemblies: At corridors, smoke barriers, and smoke partitions, provide assemblies tested according to UL 1784 and installed in compliance with NFPA 105. 1. Air Leakage Rate: Maximum air leakage of0.3 cfm/sq. ft. (3 cu. m per minute/sq. m) at the tested pressure differential of 0.3-inch wg (75 Pa) of water. E. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies that are listed and labeled, by a testing agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9. Label each individual glazed lite. Install in compliance with NFPA 80. F. Pre-installation Conference: Conduct conference at Project site. 1.5 SUBMITTALS A. General: Submit the following in accordance with the Conditions of the Contract and Division 01 – General Requirements. 220025.00 08 11 19 - 2 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. 1. Submittals for this specification section must be 100% complete and in one (1) package. a. Only the actual samples required shall be allowed as a separate submittal. b. Non- complete submittals will be returned to the contractor without comment and stamped “rejected-resubmit”. c. 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. Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, fire-resistance rating, temperature-rise ratings, and finishes. C. Shop Drawings: Include the following: 1. Elevations of each door design. 2. Details of doors, including vertical and horizontal edge details and metal thicknesses. 3. Frame details for each frame type, including dimensioned profiles and metal thicknesses. 4. Locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 6. Details of anchorages, joints, field splices, and connections. 7. Details of accessories. 8. Details of moldings, removable stops, and glazing. 9. Details of conduit and preparations for power, signal, and control systems. D. Samples for Verification: 1. Finishes: For each type of exposed finish required, prepared on Samples of not less than 3 by 5 inches (75 by 125 mm). 2. Doors: Include section of vertical-edge, top, and bottom construction; core construction; glazing; and hinge and other applied hardware reinforcement. 3. Frames: Show profile, corner joint, floor and wall anchors, and silencers. Include separate section showing fixed hollow-metal panels and glazing if applicable. E. Schedule: Provide a schedule of stainless-steel, hollow-metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with a door hardware schedule. F. Oversize Construction Certification: For assemblies required to be fire rated and exceeding limitations of labeled assemblies. G. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type of stainless-steel, hollow-metal door and frame assembly. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames palletized, wrapped, or crated to provide protection during transit and Project- site storage. Do not use non-vented plastic. B. Shipping Spreaders: Deliver welded frames with two removable spreader bars across bottom of frames, tack welded or mechanically attached to jambs and mullions. C. Store doors and frames under cover at Project site. Place units in a vertical position with heads up, spaced by blocking, on minimum 4-inch- (100-mm-) high wood blocking. Avoid using non-vented plastic or canvas shelters that could create a humidity chamber. 1. If wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4- inch (6- mm) space between each stacked door to permit air circulation 1.7 PROJECT CONDITIONS A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication. 220025.00 08 11 19 - 3 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. 1.8 COORDINATION A. Coordinate installation of anchorages for stainless-steel frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 STAINLESS STEEL DOORS AND FRAMES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Ambico Limited. 2. Ceco Door Products; an ASSA ABLOY Group company. 3. CURRIES Company; an ASSA ABLOY Group company. 4. Steelcraft; an Allegion product line. 2.2 STAINLESS-STEEL DOORS A. Description: Stainless-steel doors, not less than 1-3/4 inches (44 mm) thick, of seamless, hollow-metal construction. Construct doors with smooth, flush surfaces without visible joints or seams on faces. 1. Face Sheets: Fabricate from 0.078-inch- (1.98-mm-) thick, stainless-steel sheet. 2. Door slabs shall be seamless on four sides and with a #4 finish doors and frames. 3. Core Construction: Fabricate doors with core indicated. a. Welded Steel-Stiffened Core: vertical stiffeners extending full-door height, spaced not more than 6 inches (152 mm) apart, spot welded to face sheets a maximum of 5 inches (127 mm) o.c. Fill spaces between stiffeners with mineral-fiber insulation. b. Laminated Core: foam-plastic insulation fastened to face sheets with waterproof adhesive. c. Fire-Rated Door Core: As required to provide fire-protection and temperature-rise ratings indicated. 4. Vertical Edges for Single-Acting Doors: Beveled 1/8 inch in 2 inches (3 mm in 50 mm). 5. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch (54-mm) radius. 6. Moldings for Glazed Lites in Doors: 0.038-inch- (0.95-mm-) thick stainless steel. 7. Loose Stops for Glazed Lites in Doors: 0.038-inch- (0.95-mm-) thick stainless steel. 8. Top and Bottom Channels: Closed with continuous channels, 0.062-inch- (1.59-mm-) thick stainless steel. a. Securely fastened using adhesive. 9. Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 866 with reinforcing plates from stainless steel. 10. Electrical Hardware Enclosures: Provide enclosures and junction boxes within doors for electrically operated door hardware, interconnected with UL-approved, 1/2-inch- (12.7- mm-) diameter conduit and connectors. a. Where indicated for installation of wiring, provide access plates to junction boxes, fabricate from same material and thickness as face sheet and fasten with at least four security fasteners spaced not more than 6 inches (152 mm) o.c. B. Performance: Level A, ANSI A250.4. C. Materials: 1. Stainless-Steel Sheet: ASTM A240/A240M, austenitic stainless steel, Type 304 or 316 (preferred) as indicated. 2. Steel Sheet: ASTM A1008/A1008M or ASTM A1011/A1011M, Commercial Steel (CS), Type B. 3. Metallic-Coated Steel Sheet: ASTM A653/A653M, Commercial Steel (CS), Type B; with minimum G60 (Z180) or A60 (ZF180) metallic coating. 4. Foam-Plastic Insulation: Manufacturer's standard polystyrene board insulation with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, according to ASTM E84. Enclose insulation completely within door. 220025.00 08 11 19 - 4 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. 5. Mineral-Fiber Insulation: Insulation composed of rock-wool fibers, slag-wool fibers, or glass fibers. D. Stainless-Steel Finishes: 1. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish. 2. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches. a. Run grain of directional finishes with long dimension of each piece. b. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. c. Directional Satin Finish: No. 4. 2.3 STAINLESS-STEEL PANELS A. Provide stainless-steel panels of same construction, materials, and finish as specified for adjoining stainless-steel doors. 2.4 STAINLESS-STEEL FRAMES A. Description: Fabricate stainless-steel frames of construction indicated, with faces of corners mitered and contact edges closed tight. 1. Door Frames: Saw mitered and full (continuously) welded. a. Weld frames according to HMMA 820. 2. Sidelight Transom and Borrowed-Light Frames: Saw mitered and full (continuously) welded. 3. Door Frames for Openings 48 Inches (1219 mm) Wide or Less: Fabricate from 0.078- inch- (1.98- mm-) 0.109-inch- (2.78-mm-) thick, stainless-steel sheet. 4. Door Frames for Openings More Than 48 Inches (1219 mm) Wide: Fabricate from 0.109-inch- (2.78-mm-) thick, stainless-steel sheet. 5. Borrowed-Light Frames: Fabricate from 0.078-inch- (1.98-mm-) thick, stainless-steel sheet. 6. Sidelight and Transom Frames: Fabricate from stainless-steel sheet of same thickness as adjacent door frame. 7. Glazing and Panel Stops: Formed integral with stainless-steel frames, minimum 5/8 inch (16 mm) high, unless otherwise indicated. 8. Loose Stops for Glazed Lites and Panels: 0.038-inch- (0.95-mm-) thick stainless steel. 9. Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 866 with reinforcing plates from stainless steel. 10. Head Reinforcement: 0.109-inch- (2.78-mm-) thick, stainless-steel channel or angle stiffener for openings widths more than 48 inches (1219 mm). 11. Jamb Anchors: a. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.062-inch- (1.59-mm-) thick stainless steel with corrugated or perforated straps not less than 2 inches (50 mm) wide by 10 inches (250 mm) long; or wire anchors not less than 0.156 inch (4.0 mm) thick. b. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.050- inch- (1.27-mm-) thick stainless steel. c. Compression Type for Slip-on Frames: Fabricate adjustable compression anchors from stainless steel. d. Post-installed Expansion Type for In-Place Concrete or Masonry: Minimum 3/8- inch- (9.5- mm-) diameter, stainless-steel bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location. 12. Floor Anchors: Not less than 0.078-inch- (1.98-mm-) thick stainless steel, and as follows: a. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. b. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch (50-mm) height adjustment. Terminate bottom of frames at finish floor surface. 13. Ceiling Struts: Minimum 3/8-inch-thick by 2-inch- (9.5-mm-thick by 50-mm-) wide from stainless steel. 14. Plaster Guards: Not less than 0.019-inch- (0.48-mm-) thick stainless steel. 15. Hospital Stops Required. 220025.00 08 11 19 - 5 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. B. Performance: Level A, ANSI A250.4. C. Materials: 1. Stainless-Steel Sheet: ASTM A240/A240M, austenitic stainless steel, Type 304 or 316 as indicated. 2. Steel Sheet: ASTM A1008/A1008M or ASTM A1011/A1011M, Commercial Steel (CS), Type B. 3. Metallic-Coated Steel Sheet: ASTM A653/A653M, Commercial Steel (CS), Type B; with minimum G60 (Z180) or A60 (ZF180) metallic coating. 4. Frame Anchors: Stainless-steel sheet. Same type as door face. 5. Frame Anchors: Steel sheet, hot-dip galvanized according to ASTM A153/A153M, Class B. 6. Inserts, Bolts, and Anchor Fasteners: Stainless-steel components complying with ASTM F593 and ASTM F594, Alloy Group 1 or 2 (ASTM F738M and ASTM F836M, Alloy Group 1 or 4) for bolts and nuts. 7. Inserts, Bolts, and Anchor Fasteners: Hot-dip galvanized steel according to ASTM A153/A153M or ASTM F2329. D. Finishes: 1. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish. 2. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches. a. Run grain of directional finishes with long dimension of each piece. b. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. c. Directional Satin Finish: No. 4. 2.5 ACCESSORIES A. Glazing: Comply with requirements in Section 08 80 00 "Glazing." B. Grout: Comply with ASTM C476, with a slump of not more than 4 inches (102 mm) as measured according to ASTM C143/C143M. C. Corrosion-Resistant Coating: Cold-applied asphalt mastic, compounded for 15-mil (0.4-mm) dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. D. Mineral Fiber Insulation: Insulation composed of rock-wool fibers, slag-wool fibers, or glass fibers. 2.6 FABRICATION A. Stainless-Steel Door Fabrication: Stainless-steel doors to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. 1. Seamed Edge Construction: Both vertical door edges joined by visible, continuous interlocking seam (lock seam) full height of door. 2. Seamed Edge Construction: Both vertical door edges joined by visible seam that is projection, spot, or tack welded on inside edges of door at minimum 6 inches (152 mm) o.c. 3. Seamless Edge Construction: Door face sheets joined at vertical edges by continuous weld extending full height of door; with edges ground and polished, providing smooth, flush surfaces with no visible seams. 4. Exterior Doors: Close top edges flush and seal joints against water penetration. Provide weep- hole openings in bottom of exterior doors to permit moisture to escape. 5. Stops and Moldings: Factory cut openings in doors. Provide stops and moldings around glazed lites. Form corners of stops and moldings with butted or mitered hairline joints. a. Glazed Lites: Provide fixed stops and moldings welded on secure side of door. b. Coordinate rabbet width between fixed and removable stops with type of glazing and type of installation indicated. 6. Hardware Preparation: Factory prepare stainless-steel doors to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door Hardware Schedule and templates furnished as specified in Section 087100 "Door Hardware." 220025.00 08 11 19 - 6 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. a. Reinforce doors to receive non-templated mortised and surface-mounted door hardware. 7. Locate hardware as indicated, or if not indicated, according to HMMA 831, "Recommended Hardware Locations for Custom Hollow Metal Doors and Frames." 8. Tolerances: Fabricate doors to tolerances indicated in ANSI/NAAMM-HMMA 866. B. Stainless-Steel Frame Fabrication: Fabricate stainless-steel frames to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. 1. Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated from same thickness metal as frames. 2. Mullions Rails and Transom Bars: Provide closed tubular members with no visible face seams or joints. Fasten members at crossings and to jambs by butt welding according to joint designs in HMMA 820. a. Provide false head member to receive lower ceiling where frames extend to finish ceilings of different heights. 3. Provide countersunk, flat-, or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 4. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. 5. Jamb Anchors: Provide number and spacing of anchors as follows: a. Masonry Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows: 1) Two anchors per jamb up to 60 inches (1524 mm) in height. 2) Three anchors per jamb from 60 to 90 inches (1524 to 2286 mm) in height. 3) Four anchors per jamb from 90 to 96 inches (2286 to 2438 mm) in height. 4) Four anchors per jamb plus one additional anchor per jamb for each 24 inches (610 mm) or fraction thereof more than 96 inches (2438 mm) in height. b. Stud-Wall Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows: 1) Three anchors per jamb up to 60 inches (1524 mm) in height. 2) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) in height. 3) Five anchors per jamb from 90 to 96 inches (2286 to 2438 mm) in height. 4) Five anchors per jamb plus one additional anchor per jamb for each 24 inches (610 mm) or fraction thereof more than 96 inches (2438 mm) in height. 5) Two anchors per head for frames more than 42 inches (1066 mm) wide and mounted in metal-stud partitions. c. Compression Type: Not less than two anchors in each jamb. d. Post-installed Expansion Type: Locate anchors not more than 6 inches (152 mm) from top and bottom of frame. Space anchors not more than 26 inches (660 mm) o.c. 6. Head Reinforcement: For frames more than 48 inches (1219 mm) wide, provide continuous head reinforcement for full width of opening, welded to back of frame at head. 7. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Provide plastic plugs to keep holes clear during construction. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b. Double-Door Frames: Drill stop in head jamb to receive two door silencers. 8. Stops and Moldings: Provide stops and moldings around glazed lites and solid panels where indicated. Form corners of stops and moldings with butted or mitered hairline joints. a. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of door or frame. b. Multiple Glazed Lites: Provide fixed and removable stops and moldings such that each lite is capable of being removed independently. c. Coordinate rabbet width between fixed and removable stops with type of glazing or panel and type of installation indicated. 9. Hardware Preparation: Factory prepare stainless-steel frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door Hardware Schedule and templates furnished as specified in Section 087100 "Door Hardware." a. Reinforce frames to receive non-templated mortised and surface-mounted door hardware. b. Locate hardware as indicated, or if not indicated, according to HMMA 831, "Recommended Hardware Locations for Custom Hollow Metal Doors and Frames." 220025.00 08 11 19 - 7 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. 10. Plaster Guards: Weld guards to frame at back of hardware mortises and mounting holes in frames to be grouted. 11. Tolerances: Fabricate frames to tolerances indicated in ANSI/NAAMM-HMMA 866. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of stainless- steel doors and frames. B. Examine roughing-in for embedded and built-in anchors to verify actual locations of stainless- steel, door- frame connections before frame installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. B. Prior to installation and with installation spreaders in place, adjust and securely brace stainless- steel door frames for squareness, alignment, twist, and plumb to the following tolerances: 1. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. 2. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall. 3. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. 4. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a perpendicular line from head to floor. C. Drill and tap doors and frames to receive non-templated mortised and surface-mounted door hardware. 3.3 INSTALLATION A. General: Install stainless-steel doors and frames plumb, rigid, properly aligned, and securely fastened in place; comply with ANSI/NAAMM-HMMA 866 and manufacturer's written instructions. B. Stainless-Steel Frames: Install stainless-steel frames of size and profile indicated. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. At fire-protection-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections due to shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. c. Install frames with removable glazing stops located on secure side of opening. d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly set and secured. f. Check plumb, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. g. Apply corrosion-resistant coating to backs of grout-filled frames. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor and secure with post-installed expansion anchors. 220025.00 08 11 19 - 8 Stainless Steel Doors & Frames ©Zimmerman Architectural Studios, Inc. a. Floor anchors may be set with powder-actuated fasteners instead of post-installed expansion anchors, if so indicated and approved on Shop Drawings. 3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames. 4. In-Place Concrete or Masonry Construction: Secure frames in place with post-installed expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 5. In-Place Gypsum Board Partitions: Secure frames in place with post-installed expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 6. Ceiling Struts: Extend struts vertically from top of frame at each jamb to supporting construction above, unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction above. Provide adjustable wedged or bolted anchorage to frame jamb members. 7. Grouted Frames: Solidly fill space between frames and substrate with grout. Take precautions, including bracing frames, to ensure that frames are not deformed or damaged by grout forces. 8. Installation Tolerances: Adjust stainless-steel frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor. C. Stainless-Steel Doors: Fit non-fire-rated doors accurately in frames with the following clearances: 1. Non-Fire-Rated Doors: a. Jambs and Head: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6 mm). b. Between Edges of Pairs of Doors: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6 mm). c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch (9.5 mm). d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch (19 mm). 2. Fire-Rated Doors: Install doors with clearances according to NFPA 80. 3. Smoke-Control Doors: Install doors according to NFPA 105. D. Glazing: Install glazing in sidelights, transoms, and borrowed lights to comply with installation requirements in Section 08 80 00 "Glazing." 1. Secure stops with countersunk, flat-, or oval-head machine screws spaced uniformly not more than 9 inches (230 mm) o.c., and not more than 2 inches (50 mm) o.c. from each corner. 3.4 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work including stainless-steel doors or frames that are warped, bowed, or otherwise unacceptable. B. Clean grout and other bonding material off stainless-steel doors and frames immediately after installation. C. Stainless-Steel Touchup: Immediately after erection, smooth any abraded areas of stainless steel and polish to match undamaged finish. END OF SECTION 220025.00 10 51 33 - 1 Sports Metal Lockers ©Zimmerman Architectural Studios, Inc. SECTION 10 51 33 SPORTS METAL LOCKERS 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 new steel lockers, accessories and finish metal trim as shown or indicated on approved drawings. Concrete or masonry bases, wood furring, blocking or trim as may be required by drawings are included in other sections of this specification. 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. Shop Drawings: 1. Submit drawings showing locker types, sizes, and quantities, including all necessary details relating to anchoring, trim installation, and relationship to adjacent surfaces. C. Color Charts: 1. Provide color charts showing manufacturer's available colors. If required by normal office procedures or in the event of non-standard color selection, request samples of paint on metal. D. Lock Combination Listings and Master Keys: 1. Use only when combination locks are specified. Delivered directly to the owner's representative. 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. 1. UNIFORMITY: Provide each type of metal locker as produced by a single manufacturer, including necessary accessories, fittings, and fasteners. 2. JOB CONDITIONS: Do not deliver metal lockers until the building is enclosed and ready for locker installation. Protect from damage during delivery, handling, storage and installation. 220025.00 10 51 33 - 2 Sports Metal Lockers ©Zimmerman Architectural Studios, Inc. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Protect locker finish and adjacent surfaces from damage. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Republic Storage Products, 420 N. Main Street, Montgomery, IL 60538; Tel: 800-477-1255; republicstorage.com 1. Basis of Design: MVP II Lockers with Foot Locker Attachment. B. Products by other manufacturers may be approved provided they meet the detailed specifications written below. 2.2 MATERIAL A. Prime, high grade mild annealed, cold-rolled steel free from surface imperfections - SPCC. Bolts to be zinc plated or subjected to other rust-retardant treatment. 2.3 FINISH A. Exposed steel parts shall be thoroughly cleaned, given a bonding and rust inhibitive phosphate treatment and then electrostatically sprayed with a powder coat. 2.4 FABRICATION A. Construction: 1. Lockers shall be pre-assembled of welded construction conforming to job requirements. All welds shall be smooth and without burrs. No nuts, bolts, or rivets shall be allowed in assembly of main locker groups. Foot Locker are not welded into assembly. B. Frames: 1. Integral part of sides, top and bottom of locker. C. Locker Body: 1. Locker body components shall be made of cold rolled steel specially formed for added strength and rigidity and to ensure tight joints at fastening points. 16-gauge side uprights are perforated with diamond shaped openings 3/4" wide by 1-1/2" high for maximum ventilation. Diamond pattern shall be located between the footlocker and the clothes hooks. Solid steel sections shall occur at the locked compartment above the shelf and at the footlocker to provide closed compartments. Locker backs shall be 18-gauge steel with right angle flanges on each vertical side for stiffness, ease of assembly and corner rigidity. The tops, bottoms, and upper shelves shall be 16-gauge steel. The lower shelves shall be 14-gauge steel. All locker components are finished in the same color. D. Interior Equipment: 1. MVP II Lockers shall be equipped with one full width shelf located a nominal 12” down from the top of the locker and having a 14 7/8” nominal depth. The locker shall be equipped with four double-prong clothes hooks, one mounted on each side and two mounted on the locker back. In 220025.00 10 51 33 - 3 Sports Metal Lockers ©Zimmerman Architectural Studios, Inc. addition, a 1” diameter 18-gauge stainless steel coat rod shall be provided for the full width of the locker. Brackets are 16 gauge and screwed to the upper shelf reinforcement. E. Foot Locker: 1. The bottom portion of the locker shall have a full width, enclosed footlocker with a hinged lid that also serves as a built-in seat. The front panel of the footlocker shall be 14-gauge steel with right angle flanges on the two sides and bottom, which attach the panel to the locker frame. The front panel shall also have a channel shaped top flange, which supports the hinged seat/lid. The face of the front panel includes a recessed opening that accepts the 11-gauge padlock hasp mounted on the hinged seat/lid. The front panel is further strengthened by 12-gauge gussets located at the top corners of the panel and attached to the side extensions. 2. The recessed opening shall contain a 24-gauge stainless steel strike plate. The hinged seat/lid shall be 14-gauge steel with channel-shaped flanges on the sides and front, and a right angle flange across the rear. The front channel will have four rubber bumpers that bear on the top channel of the front panel. The seat/lid shall have a full width, continuous hinge riveted to the rear flange and attached to the lower shelf. Two channel-shaped side extensions shall be mounted to the locker sides to provide supporting flanges along the sides of the seat/lid. F. Name Plate: 1. Each locker shall have a 22-gauge stainless steel name plate holder. Name plate holder shall be 2” high and 26” wide and attached to the full width upper shelf using standard nuts/bolts or pop rivets. G. Color: 1. Custom Color to be determined by the Architect. PART 3 - EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates and bases have been properly prepared. B. If substrate and bases are the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 INSTALLATION A. Lockers must be installed in accordance with the manufacturer’s approved drawings and assembly instructions. Installation shall be level and plumb with flush surfaces and rigid attachment to anchoring surfaces. B. Space anchors at 36” O.C. or less as recommended by the manufacturer. Use fasteners appropriate to load and anchor substratum. Use reinforcing plates wherever fasteners could distort metal. 3.3 ADJUSTING AND CLEANING A. Upon completion of installation, inspect lockers and adjust as necessary for proper door and locking mechanism operation. B. Touch-up with factory-supplied paint and repair or replace damaged products before substantial completion. 220025.00 10 51 33 - 4 Sports Metal Lockers ©Zimmerman Architectural Studios, Inc. 3.4 PROTECTION A. Protect installed products until completion of project. END OF SECTION 220025.00 11 40 00 - 1 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. SECTION 11 40 00 FOODSERVICE EQUIPMENT PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. 1.2 ABBREVIATIONS ADA Americans with Disabilities Act AGA American Gas Association ASME American Society of Mechanical Engineers ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers CFSP Certified Food Service Professional CM Construction Manager EC Electrical Contractor FEC Foodservice Equipment Contractor GC General Contractor HACCP Hazard Analysis and Critical Control Point HVAC Heating, Ventilating and Air Conditioning Contractor ID Inside Diameter MC Mechanical Contractor NFPA National Fire Protection Association NSF National Sanitation Foundation OD Outside Diameter OSHA Occupational Safety & Health Administration PC Plumbing Contractor UL Underwriters Laboratories 1.3 RELATED WORK BY OTHER TRADES A. Construction Manager (CM) / General Contractor (GC) 1. Provide transit level recesses for walk-in cooler/ freezer floors and other depressions. Provide finished flooring material and base inside and outside of walk-in coolers and freezers. Refer to Food Service Plans and Walk-in Cooler Freezer Specs for details. 2. Set/Install floor trough(s) and drip pan(s) when furnished by FEC. Refer to Food Service Plans for details. 3. Furnish and install all necessary wall backing of size, type and locations as indicated on Food Service Plans. 4. Furnish and install necessary concrete pad(s) and/or roof curb(s) and associated penetrations with respective sealing for refrigeration equipment line routing. 5. Provide all holes necessary for routing of piping provided by FEC through building walls, ceilings, floors, and roofs. Also provide any patching or sealing needed for this routing. B. Plumbing Contractor (PC) 1. Provide rough-in and final connections of all services per local code requirements. 2. Flush all lines of foreign debris before connecting fixtures. 3. Provide all water supply lines, drain lines, drain fittings, floor drains, shut-off valves, traps and tailpieces. 220025.00 11 40 00 - 2 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 4. Provide all reduced pressure devices, pressure reducing valves, and backflow prevention devices except where included with equipment or furnished by FEC as part of item specs. Also refer to Food Service Equipment Plans. 5. Provide all grease traps; coordinate water usage data with FEC. Note local codes may require grease (trap) interceptor for pot/ utensil wash sinks, dish machines, combi ovens, or drains for other grease producing food service equipment. Flush inset or exterior grease traps are recommended for all food service applications. 6. Install all faucets, pre rinse spray units, hose reel units, lever drains, vacuum breakers, check valves, flow control valves, water inlets, traps, filters, strainers, PRV valves, T/P gauges as furnished by FSEC. 7. Make connections between sections of modular equipment such as range batteries, utility distribution systems, chef’s tables, and exhaust hoods. 8. Provide condensate line piping for walk in cooler and freezer units. Note walk-in cooler condensate lines shall not pass through walk-in freezer compartments. Condensate line piping shall be trapped outside the cold room and installed per prevailing codes. PC shall use 1” copper tubing for condensate lines. 9. Provide sleeves for refrigerant piping and condensate piping wherever it passes through the walk in cooler or freezer wall, floor or ceiling. Pack sleeve with polyurethane foam and silicone sealant after installation. Sleeves through floor shall project min. 3” above the finished floor. Sleeves through the walls shall be flush with walls. Provide looped gas supply lines, gas pressure reducing and regulating valves. Gas supply pressure to be 14” W.C. 10. FEC to provide gas shut-off valve(s) as part of hood fire suppression system to MC for installation. 11. Install all gas valves, gas hoses, and gas pressure regulators furnished by FEC and indicated on Food Service Equipment Schedule. C. Electrical Contractor 1. Provide rough-in and final connections of all services per local code requirements. 2. Provide all outlets, receptacles, conduit, contactors, controllers, disconnects, switches, starters, drives, etc., unless furnished as standard with the equipment or specifically included with the equipment in the itemized specifications. 3. Install electrical devices furnished with food service equipment. FEC must indicate such devices on electrical rough-in plans. 4. Make electrical connections between sections of modular equipment such as utility distribution systems, exhaust hoods, refrigeration systems, walk-in cooler and freezer units, or chef’s tables. 5. Where required by local codes, furnish and install shunt trips and/or contactors with 120 Volt coils with contact ratings matching the electrical cooking appliance. EC to wire from the micro switch relay on the fire control system head to the shunt trips/contactors. 6. Walk-in cooler and freezer refrigeration systems: a. Wire from cooler and freezer compressor time clocks to respective evaporator coils. Note unless otherwise specified, time clocks shall be furnished for cooler and freezer units. See walk-in cooler freezer item specs and Boelter electrical plan for specific requirements. b. Wire to door assembly junction box, light(s), heated air vents, condensate drain line heaters (walk in freezer heat tape shall be applied under insulation) and audio/ visual alarms. c. Mount and connect all light fixtures furnished with walk in cooler(s)/ freezer(s). 220025.00 11 40 00 - 3 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 7. Wet areas such as sinks, disposers, or dishwashers shall be wired with Sealtite conduit or equal, through water proof boxes. D. Mechanical Contractor (MC) 12. Provide rough-in and final connections of all mechanical services. 13. Provide fans, ducts, dampers, starters, drives, roof curbs, roof penetrations, and sealing of penetrations, etc., necessary for operation of grease extracting hoods and condensate hoods. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing food service equipment, who has completed installations similar in design and extent to that indicated for this Project, and who has a record of successful in-service performance. B. FEC shall comply with all federal, state and local laws and regulations governing health, safety, fire, mechanical and electrical requirements within the applicable jurisdiction. C. When the Construction Documents call for higher standards or larger sizes than the regulations, the Construction Documents shall govern. When the regulations require higher standards or larger sizes than the Construction Documents, the regulations shall govern. Rulings and interpretations of the enforcing agencies shall be considered part of the regulations. No additional amounts shall be paid for compliance. D. When the requirements of the drawings exceed the written specifications, the drawings shall govern and vice versa. E. If because of jurisdictional trade agreements or other conditions, any work specified in the Construction Documents must be completed by others, sublet such work only to those who are qualified to do such work or make other arrangements at the expense of the FEC, subject to approval by the Architect. 1.5 APPLICABLE CODES & STANDARDS A. Except as otherwise indicated, each item of equipment shall comply with the latest current edition of the following standards as applicable to the manufacturer, fabrication, and installation of the work in this section. Comply with all Federal, State and Municipal regulations and notifications, which bear on the execution of this work. Call to the attention of the Owner in writing any design conflict with the requirements of the Americans with Disabilities Act (ADA) during the Bid Process so resolution can be effected prior to the Contract Award. 1. NSF Standards: Comply with applicable National Sanitation Foundation Standards and criteria and provide NSF “Seal of Approval” on each manufactured item and on major items of custom-fabricated work. 2. UL/ ETL/ CSA Standards: For electrical components and assemblies, provide either UL/ ETL/ CSA listed products or, where no listing service is available, provide a complete index of the components used as selected from the UL/ ETL/ CSA “Recognized Component Index”. For fire extinguishing systems comply with UL 300. 3. ANSI Standards: Comply with applicable ANSI standards for electrical-powered and gas-burning equipment; for piping to compressed-gas cylinders; and for plumbing fitting, including vacuum breaker and air gaps, to prevent siphonage in water piping. 4. AGA/ CGA: All gas fired equipment shall be AGA/ CGA approved, equipped to operate on type of gas available at the job site, and shall contain 100% automatic safety shut-off devices. 5. NFPA Standards: Comply with NFPA Bulletin 96 for exhaust systems; with NFPA Bulletins 13, 17, 17A and 96 for fire extinguishing systems; and with NFPA 54, National Fuel Gas Code and NFPA 70, National Electric Code. 220025.00 11 40 00 - 4 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 6. ASME Code: Comply with ASME boiler code requirements for steam-generating and steam-heated equipment; provide ASME inspection, stamps, and certification of registration with National Board. 7. SMACNA Guidelines: Where applicable provide seismic restraints for food service equipment to comply with the Sheet Metal and Air Conditioning Contractors National Association’s (SMACNA) “Kitchen Equipment Fabrication Guidelines”, appendix 1, “Guidelines for Seismic Restraints of Kitchen Equipment”, unless otherwise indicated. 8. ASHRAE: Provide mechanical refrigeration systems complying with the American Society of Heating, Refrigeration and Air Conditioning Engineers ASHRAE 15, “Safety Code for Mechanical Refrigeration”. 1.6 SUBMITTALS A. Submit food service equipment plan, rough-in plans, shop drawings and six specification brochure booklets within 30 days of award of contract or as required by Architect. Submit two Xerox or blue line prints and one sepia or transparent reproducible of each page to Food Service Consultant for review. Corrected documents will be returned to FEC for revision if necessary. B. When drawings are approved, FEC shall submit assembled sets of plans as required by Architect. C. When specification brochure booklets are approved submit assembled copies in quantity required by Architect. Each page is to be numbered and sequenced corresponding to the itemized specifications. Brochures are to include accessories and components used with each item. D. Provide fully dimensioned rough-in plans at ¼” = 1’-0” scale showing all required services including; electrical, plumbing, mechanical and any related special conditions. 1. Plans are to indicate location, elevation, sized and type of water supplies, drains, gas lines, floor drains, site drains, electrical supplies, outlets, switches, ducts locations, exhaust and supply CFM and static pressure, etc. Include on each page a legend of commonly used symbols and abbreviations. 2. Special conditions shall include, but not be limited to, curbs, bases, recesses, sleeves, refrigeration lines, concealed wall backing, pass through openings, trenches, etc. 3. FEC may not use rough-in plans prepared by the Food Service Consultant for submittal with the required Construction Documents without permission from the Food Service Consultant. When such plans are re-used for Construction Documents it shall be the responsibility of FEC to verify all dimensions as well as electrical, plumbing and mechanical rough-ins and prevailing codes as they relate to the project. E. Submit shop drawings showing plans, elevations and details for all fabricated items drawn at minimum ¾” scale. F. After all drawings and buy out brochures have been approved and received by Owner & Architect, fabrication may begin. Approvals shall not relive FEC of the responsibility for conformance with the construction documents unless written approval is obtained from the Owner & Architect. Also, approvals shall not relieve FEC from conformance to state and local health code requirements. PART 2 – PRODUCTS 2.1 GENERAL A. Except as may be specified otherwise under individual item specification in “Equipment List” or “Equipment Schedule”, all items of standard manufactured equipment furnished shall be complete in accordance with manufacturer’s standard specifications for specific unit or model called for, including finishes, components, attachments, appurtenances, etc. B. Qualified Custom Stainless Fabricators include: 1. Nationwide Fabrication Inc. (303) 853-0107 ph. 220025.00 11 40 00 - 5 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 2. Institutional Equipment Inc. (630) 771-0990 ph. 3. ACS Fab LLC. (920) 457-4851 ph. 2.2 FABRICATION OF METALWORK A. Sanitation Standards 1. All equipment shall be produced in accordance with the National Sanitation Foundation (NSF) Standard 2 and bear the NSF seal. B. Materials & Workmanship 1. All material shall be new, of prime quality and without flaws. The completed products shall be delivered to the owner in an undamaged condition. 2. Stainless Steel shall conform to American Society for Testing and Materials (ASTM) specification, Type 304, hardest workable temper, polished to a #4 satin finish on exterior and rolled finish on interior. Working surfaces, including welds, shall be smooth, free of warps, buckles, cracks, pits and scratches. 3. Steel other than stainless steel, where specified to body enclosures shall be prime grade, with steel sheet bonderized and zinc coated. 4. Grain shall run in the same direction on all horizontal and all vertical surfaces; where table or sink tops join at right angles, terminate the finish in a mitered edge; polish grain consistent in direction throughout the length of the backsplash and sink compartment. 5. Sound Deadening - underside of all stainless steel top for tables, counters, sinks, dish tables with angle or channel framework shall be coated with 1/8” thick water proof mastic material, non-asphalt base and NSF approved. 6. Reinforce metal at locations of hardware, anchorages and accessory attachments; wherever metal is less than 14 gauge or requires mortised application. Conceal reinforcements to the greatest extent possible. Weld in place on concealed faces. 7. Welding and Soldering a. Materials 18 gauge or heavier shall be welded. b. Seams and joints shall be welded and soldered in field unless otherwise indicated in item specifications. c. Welds must be ground smooth and polished to match original finish. d. Where galvanizing has been burned off, the weld shall be cleaned and touched up with high-grade aluminum paint. 8. Provide removable panels for access to mechanical and electrical service connections, which are concealed behind or within food service equipment, but only where access is not possible. 9. Provide closures where ends of fixtures, back splashes, shelves, etc. are open. Fill by forming the metal or welding sections if necessary to close off entire opening flush to walls or adjoining fixtures. 10. Reinforce work surfaces 30 inches on center (vertical and horizontal), with galvanizing or stainless steel concealed structural members. Reinforce members which are not self-reinforced, by formed edges. 11. Metal tops shall be one-piece welded construction, including field joints. Secure to a full perimeter channel frame and fasten top with stud bolts or tack welds. 220025.00 11 40 00 - 6 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 12. Field Joints - for any field joints required because of size of fixture; butt joint, reinforce on underside with angles of same material, bolt together with non-corrosive bolts and nuts, field weld, grind and polish. C. Metal and Gauges 1. Fabricate the following components in stainless steel from the gauge of metal as indicated: a. Table and counter tops 14 gauge b. Sinks and drainboards 14 gauge c. Shelves 16 gauge d. Front drawer and door panels 18 gauge (double pan type) e. Single pan doors and drawer fronts 16 gauge f. Enclosed base cabinets 18 gauge g. Enclosed wall cabinets 18 gauge h. Exhaust Hoods and Ventilators 18 gauge i. Pan-type inserts and trays 16 gauge j. Removable covers and panels 18 gauge k. Skirts and enclosure panels 18 gauge l. Closure and trim strips over 4” wide 18 gauge m. Hardware reinforcement 12 gauge n. Gusset plates 10 gauge D. Pipe Bases 1. Construct pipe bases of 1 5/8” diameter, 16 gauge stainless steel tubing. Fit legs with polished stainless steel adjustable bullet feet to provide adjustment of approximately 1-1/2”, without exposed threads. 2. Space legs to provide ample support for tops, precluding any possibility of bucking or sagging and in no case more than 6’-0” centers. E. Legs and Crossrails 1. Legs and crossrails shall be 1 5/8” diameter stainless steel tubing. All intersections of rails and legs shall be welded and finished smooth. Bolts, screws or tack welds shall not be acceptable. 2. Leg sockets shall be 2” outside diameter (OD) stainless steel with set screw to secure the leg to the socket. They shall be welded to 14 gauge transverse top support channels. F. Shelves 1. Construct solid shelves under pipe base tables of 16 gauge stainless steel, with 1 ½” turned down and under edges on exposed sides, and 2” turn up against walls or equipment. Fully weld to legs. 2. In fixtures with enclosed bases, turn up shelves on back and sides with ¼” minimum radius and feather slightly to ensure a tight fit to enclosure panels. G. Sinks and Drainboards 1. All sinks and drainboards shall be constructed of 14 gauge stainless steel, unless otherwise specified, with all joints welded, ground and polished so no evidence of welding appears. 2. All vertical and horizontal corners shall be rounded to a ¾” radius with intersections meeting in spherical sections. Multiple compartment sinks shall be divided with double wall partitions having fully rounded corners. All corners of drainboards shall be rounded on inside to ¾” radius. All back and end splashes shall be rounded on inside to ¾” radius. Front corners of rolled rim shall be fully rounded on outside roll and be concentric with inside of roll. 3. Front face of multiple sinks shall be one continuous piece with no overlapping joints or open spaces between compartments. 220025.00 11 40 00 - 7 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 4. Drainboards shall be pitched 1/8” x 12” toward sink compartments. Sinks and drainboards shall have 10” high back splashes and end splashes where appropriate. Back splashes shall be level and continuous and not follow pitch of drainboards. 5. Bottom of each compartment shall pitch to drain and be fitted with a cast brass 2” lever operated waste outlet, provided with a stainless steel strainer plate. Set lever waste into stamped recess in sink bottom to facilitate drainage. 6. All sinks shall be 14” deep unless otherwise specified on drawings or in item specifications. H. Sinks set into Work Table or Work Counter 1. Sinks shall be constructed of 14 gauge stainless steel, unless otherwise specified, with all joints welded, ground and polished so no evidence of welding appears. 2. Bottom of sink compartment shall have vertical and horizontal corners rounded to ¾” radius and pitch to drain with size and type as indicated on plan and item specifications. I. Dishtables 1. Top reinforcement and support shall consist of 14 gauge stainless steel transverse leg support channels and 14 gauge stainless steel longitudinal reinforcing channel. Also refer to 2.2 Section B for reinforcement detail. 2. Where tables enter dishmachines or pot washing machines provide turn down into machine as recommended by manufacturer and a flange at both the front and back splash forming a water tight joint across bottom on up both sides to top edge of dishtable. 3. Provide sound deadening as directed in 2.2 Section B for underside of dishtables. 4. Follow construction details as directed in 2.2 Section G. J. Work Tables 1. Top reinforcement and support shall consist of 14 gauge galvanized transverse leg support channels and 14 gauge galvanized longitudinal reinforcing channel. Also refer to 2.2 Section B for reinforcement detail. 2. Where stainless steel tops are specified furnish 14 gauge polished stainless steel, finished in a #4 satin finish with all exposed edges rounded with no burrs. Tops shall be turned down 1 ½” and under ½” in channel shape on all exposed sides unless otherwise specified. 3. Where tables are located at building walls, they shall have minimum 6” high by 1” returned at 90 degrees to wall and turned down 1” at 90 degrees with all exposed ends closed ground and polished smooth. Provide heavy-duty “Z” clips for securing to building walls. 4. Provide sound deadening as directed in 2.2 Section B for underside of worktables. K. Cabinet Base Construction 1. All cabinet type bases shall be of 16 gauge stainless steel, single wall, pan type, one piece welded construction with no visible joints or screw attachments showing. Entire unit to be braced with 14 gauge channels as indicated in 2.2 Section J. L. Hinged Doors 1. Hinged doors for cabinet base counters shall be constructed of 18 gauge stainless steel front with 20 gauge stainless steel pan shaped backs, with all corners welded, ground and polished. 2. Unless otherwise specified all pull handles shall be Component Hardware, recessed door pull, full grip type, Model No. P63-1012 or approved equal. 220025.00 11 40 00 - 8 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 3. All doors to be furnished with chrome plated heavy duty type cylinder lock by Component Hardware or approved equal. 4. All doors shall be provided with NSF approved stainless steel heavy duty lift off type hinges and Cabinet Catch, Friction Type with spring action nylon rollers by Component Hardware, Model No. M21- 2580 or approved equal. M. Drawer Assemblies 1. Drawer assemblies shall consist of removable drawer body mounted in a ball bearing slide assembly with fully enclosed housing. 2. Slide assembly shall consist of one pair of 200 pound stainless steel roller bearing extension slides, with side and back enclosure panels, front spacer angle, two drawer carrier angles, secured to slides and stainless front. 3. Drawer bodies for general storage shall be 20” x 20” x 5” deep with 18 gauge stainless steel or Royalite containers. N. Over Shelves and Wall Shelves 1. Shelves shall be constructed of 16 gauge stainless steel with working sides turned down 1 ½” and ½” under in channel shape with resulting corners welded, ground and polished. 2. Back of Wall Shelves shall be turned up 1 ½” and coved. When 1 ½” turn up is specified at Back & Ends, Front edge of End splash shall be rounded and finished smooth. 3. Slant rack shelves used for dish racks shall have rolled front edge and 6” turn up at rear. 4. Brackets shall be 14 gauge stainless steel and be spaced to support shelf with its intended contents. 2.3 FABRICATION OF MILLWORK & CASE WORK A. Counter Body shall be constructed of ¾” birch or fir. Particleboard may not be substituted for plywood panels. All plywood to be glued with water resistant resin glue. B. Plastic laminate finish of interior shall be standard grade laminate white in color unless otherwise specified. All interior surfaces including underside of top shall be standard grade laminate finished. Exterior plastic laminate finish shall be standard grade laminate as specified by architect or owner. All exterior surfaces shall be plastic laminate finished including those units that may have backs or ends against the wall. Plastic laminate to be applied with minimum quantity seams based on use of largest sheet size available from manufacturer. C. Where large openings are required in counter body, such as for floor drains or beverage tubing, fabricator shall provide stainless steel trim covers to conceal exposed plywood edge of counter base. D. Where seam is exposed provide with 1 ½” wide x ½” thick plastic laminate trim strip. Trim shall be of height of counter base. Additional strips shall be provided so as to allow symmetrical appearance on counter front even if not required to cover seam. E. Doors shall be constructed of birch, fir or particle board with plastic laminate finish on all surfaces. Provide chrome-faced locks all keyed alike. Provide Blum Mfg. concealed door hinges unless otherwise specified. Where specified provide slotted doors to allow for equipment ventilation. Each door shall have seven routed slots in door face ½” wide and painted to match laminate color front. Provide chrome wire pulls unless otherwise specified. F. Where specified in lieu of toe base, furnish 6” high NSF approved stainless steel legs with adjustable bullet feet. Spacing shall be maximum 48” on center. Provide stainless steel backing plates in counter base. 220025.00 11 40 00 - 9 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. G. Where specified with stainless steel legs and adjustable feet, furnish toe base which shall be removable ¾” thick birch or fir. Finish all surfaces with plastic laminate including front, back and all edges. Provide in maximum lengths to accommodate all counters. End returns on exposed counter sides shall be attached to front toe kick section to allow for one piece removal. 2.4 REFRIGERATION REQUIREMENTS A. Refrigeration systems shall be installed by a knowledgeable, skilled and licensed refrigeration contractor, who shall perform the work according to ASHARE standards and the conditions of the contract documents. System shall be installed, charged, started, tested and fully operational. B. Condensing units shall be securely mounted with adequate clearance for service. Condensing units located outside the building shall be installed on a curb or pad provided by the CM/ GC with refrigeration lines extending through a roof pitch pocket or wall sleeve provided by the CM/ GC. All refrigeration lines in the pitch pocket or sleeve to be sealed by the CM/ GC. Coordinate size of curb or pad with CM/ GC. C. All systems shall be designed for thermostatic expansion valves and pressure switches shall operate on specified refrigerant. D. Refrigeration lines shall conform to ASHARE or National Board of Fire Underwriters standards, whichever is greater. Piping shall be type “L” copper, cut with a tube cutter and sized. Use braising rod of no less than 15% silver. Fittings shall be wrought copper. E. Piping shall be fitted with hangers at no more than 10 foot intervals horizontally and 6 foot intervals vertically. Provide an oil trap at the base of vertical risers in suction lines. F. Insulate walk-in cooler/ freezer suction lines and freezer condensate lines with ¾” Armaflex. Walk in cooler condensate lines shall not pass through walk in freezer compartments. Walk in freezer heat tape shall be applied under the insulation. G. Thermometers shall be installed on the exterior of each walk in cooler/ freezer near the door. Refrigeration contractor shall calibrate thermometers after three days of operation. Extend sensor capillaries away from the door and secure to the walls. H. Furnish all specified lights in walk in cooler(s)/ freezer(s) for mounting and connection by EC. Provide bulbs suitable for the specified ambient temperature. Fluorescent light fixtures shall be surface mounted, NSF Listed, and UL Listed, suitable for wet and low temperature areas. I. Clean, dehydrate and evacuate the system. Check the system for leaks over a 24 hour period at a vacuum of 5000 or less microns with no appreciable pressure drop. Liquid lines shall be pressurized according to prevailing refrigeration codes for 24 hours with a maximum decrease of 3 PSI. J. 2009 EISA Compliance Conditions - For Walk In Units installed after Jan. 1, 2009 Walk In Manufacturers shall include options/ accessories necessary to comply with HR6 – The Energy Independence and Security Act. These include increased R-Value insulation, new lighting and door hinging requirements, EC motors in evaporators and new requirements for glass doors or windows (if applicable). PART 3 – EXCECUTION 3.1 SUPERVISION A. FEC shall have a competent supervisor present at all times during progress of the Contractors work. B. Verify the site conditions prior to installation and notify the Architect and/ or CM/ GC. in writing, of unsatisfactory conditions for proper installation of food service equipment. C. Verify wall, column, door, window and ceiling locations and dimensions prior to approval of shop drawings. Fabrication and setting in place of custom equipment should not proceed until dimensions and conditions have been coordinated with fabrication details. 220025.00 11 40 00 - 10 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. D. Verify that wall backing has been provided and is correct for wall supported equipment. Coordinate location for wall backing with CM/ GC. as required prior to installation of equipment. E. Verify that ventilation ducts are of the correct characteristics and in the required locations as indicated on food service plans. F. Verify that all utilities are available, of the correct characteristics and in the proper locations for final hook up of the equipment. 3.2 ASSEMBLY AND SETTING IN PLACE A. Coordinate sequential setting in place and assembly of all equipment to ensure all utility connections are achieved. B. Coordinate work and cooperate with other trades working at site toward the orderly progress of the project. C. Keep premises free from accumulation of waste material and rubbish on a daily basis. Provide and maintain coverings or other appropriate protection for finished surfaces and other parts of equipment subject to damage during installation. D. All food service equipment shall be assembled and set in place in accordance with manufacturers instructions. E. Set non mobile items securely in place, leveled and adjusted to the correct height. Anchor to finished floor and/ or wall where indicated and where required for sustained operation and use without shifting or dislocation. Conceal anchorages wherever possible. F. Complete field assembly joints by welding, bolting and gasketing, or similar methods as specified. Grind welds smooth and polish. G. Provide closure plates and strips where required as per health code requirements. H. Provide access holes and/or ferrules on equipment for piping, drains, electrical outlets, conduits, etc., as required to coordinate installation of kitchen and Food Service equipment work of the other contractors on project. I. Provide sealants, Dow Corning 732 RTV or equal clear silicone around equipment to make joints air tight, water proof, vermin proof and sanitary per health code requirements. Wipe excess out of joint to fillet radius. J. Repair of all damage to premises as result of this installation, and removal of all debris. 3.3 CLEANING A. Upon completion of installation in food service areas, remove protective coverings on equipment. B. Collect any warranty cards and operation & maintenance manuals attached to or inside of equipment and submit to CM/ GC as described in Section III, 3.5. C. Have all Food Service equipment fixtures broom cleaned and ready for operation when building is turned over to owner. All sanitizing of equipment shall be completed by owner unless otherwise indicated. 3.4 ADJUSTMENT, TESTING AND TRAINING A. Test and adjust equipment, controls and safety devices to ensure proper working order and conditions. B. Repair or replace equipment which is found to be defective. C. When cleaning, testing and adjusting have been completed, arrange for demonstration times at Owner’s convenience, but during normal working hours. Demonstrations shall be done by competent, trained personnel, thoroughly familiar with the operation, techniques of usage, capacities and maintenance of the equipment. 220025.00 11 40 00 - 11 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 3.5 OPERATION AND MAINTENANCE MANUALS A. Prior to demonstration of food service equipment the FEC shall submit three (3) set of Operation and Maintenance manuals to CM/ GC or Architect for approval. Manuals shall be in hard cover three ring binders and shall include replacement parts lists and a type written index sheet listing name, addresses and phone numbers of all authorized service agencies for appropriate equipment. 3.6 GUARANTEE A. Equipment, parts and labor under this contract shall be guaranteed for a period of one (1) calendar year from date of final invoice. B. Condensing units shall be further warranted on a prorated basis for an additional four- (4) years, exclusive of labor. Refrigeration warranties shall include replacement of refrigerant caused by a fault or leak in the system. INSTRUCTIONS TO BIDDERS: · Food Service Equipment Contractor to include cost to receive, deliver, uncrate and set in place all new food service equipment specified for final hook-ups by others. · Food Service Equipment Contractor shall furnish itemized bid form at specified due date. · Food Service Equipment Contractor shall be responsible for removal of all delivery packing material/ trash from site unless otherwise indicated by Owner & General Contractor. · Food Service Equipment Contractor shall utilize authorized Custom Stainless Fabricator as indicated in General Specification Section 2.2. · Provide specified manufacturer or approved equal. Equals must be submitted in writing to design team for approval at least (2) business days prior to bid due date in order to be approved. PART 4 – ITEM SPECIFICATIONS ITEM 1 - HAND SINK (2 REQ'D) Advance Tabco Model 7-PS-20 Hand Sink, wall mounted, 14" wide x 10" front-to-back x 5" deep bowl, 20 gauge 304 stainless steel, with deck mounted fixed faucet, basket drain, NSF, cCSAus 2 eaModel K-22OMIT To Delete Faucet 2 eaModel K-71 Single Faucet Hole, for deck mounted faucet (faucet not included) 2 eaModel 7-PS-10 P-trap, heavy duty, 1-1/2", 17 gauge 2 eaModel 7-PS-17B Welded Side Splash, 7-3/4"H (installed height), both sides, for hand sinks with 10" x 14" bowl & deck mounted faucets 2 st Model 7-PS-36 Side Mounted Wall Bracket (set of 2), for added strength 2 eaModel 7-PS-35 Paper Towel Dispenser, wall mounted, locking, 11"W x 4"D x 15"H, for use with "C" fold towels, paper towel level indicator, satin finish stainless steel. includes (2) keys & mounting hardware 2 eaModel 7-PS-12 Soap Dispenser, wall mounted, 3-1/2"W x 3"D x 8-1/2"H, 20 oz. smoked plastic liquid soap reservoir, push button dispensing, chrome plated plastic body, includes: adhesive strip & mounting bracket 2 eaT&S Brass Model EC-3132 ChekPoint™ Above Deck Electronic Faucet, deck mount, single hole, cast spout, 2.2 gpm vandal resistant aerator, point-of-use temperature control, 3/8" compression inlets, battery or AC adapter powered (includes optional 100-240 VAC adapter), chrome-plated brass, stainless steel flexible supply lines, ADA Compliant 1 eaBradley Hand sink in dishwashing area to have provisions for the eye wash unit. FEC to cut additional hole in deck of sink for eye wash unit installation. 1 eaBradley Model S19274HD Swing down eye wash 1 eaBradley Model S19-2000 EFX thermostatic mixing valve 220025.00 11 40 00 - 12 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 2 - TRASH CONTAINER (5 REQ'D) BY OTHER By Others - Trash Container - Not in FSEC contract. ITEM 3 - OVERSHELF (1 REQ'D) Custom Wall Shelf - Custom 16 Gauge S/S #4 Finish, size and shape as shown on drawings Includes: Standard turndown edges, wall mounting brackets ITEM 4 - WORKTABLE WITH SINK (1 REQ'D) Custom Work Table with Sink - Custom 14 Gauge S/S #4 Finish, size and shape as shown on drawings, 36" tall. Includes: S/S sink bowl 20" by 20" by 10" deep as shown on the drawing. Legs with flanged feet, 14 ga. Galv. support channels, sound deadening mastic, standard turndown edge on ends and front, back to have a 8" high 2" deep splash for mounting of faucet, 16 ga. S/S fixed under shelves as shown. 1 eaT&S Brass Model B-3952 Waste Valve, twist handle, 3-1/2" sink opening, 2" drain outlet (replaces B-3913, B-3917) 1 eaT&S Brass Model B-0131-ADF14-B EasyInstall Pre-Rinse Unit, wall mount mixing faucet with 8" adjustable centers, EasyInstall add-on faucet, 14" swivel gooseneck with stream regulator outlet (063X), quarter-turn Eterna cartridges with spring checks, lever handles with color coded indexes, 26" riser with overhead swivel arm, 20" flexible stainless steel hose with heat-resistant gray handle & hold down ring, 1.15 GPM spray valve (B-0107), 6" adjustable wall bracket, polished chrome-plated brass faucet body, 1/2" NPT female inlets, CSA 1 eaT&S Brass Model B-0199-01 Aerator, non-splash, 55/64" -27 female aerator threads, fits goosenecks & nozzles 1 kt T&S Brass Model B-0230-KIT Inlet Kit, 1/2" NPT nipple, close elbows, 24" flex supply hoses ITEM 5 - MICROWAVE OVEN (1 REQ'D) Menumaster Model MCS10TS Menumaster® Commercial Microwave Oven, 1000 watts, 1.2 cu. ft. capacity, stackable, medium volume, stainless steel exterior wrap & interior, 4-stage cooking, (5) power levels, (100) memory settings, ADA compliant braille touch pads, sealed in ceramic shelf, side hinged door with glass window, stationary air filter, power consumption 120v/60/1-ph, 1550 total watts, 13.0 amps, cord, NEMA 5-15P, cETLus, ETL 1 ea3-year limited warranty (1 year full) ITEM 6-8 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 9 - CONVECTION OVEN, GAS (FUTURE) Blodgett Model DFG-100 DBL Convection Oven, gas, double-deck, standard depth, capacity (5) 18" x 26" pans per compartment, (SSD) solid state digital controls, 2-speed fans, interior light, simultaneous operated doors with glass, stainless steel front, sides & top, 6" stainless steel legs, flue connector, (2) 1/2 HP, 55,000 BTU each, cETL, NSF, CE 1 ea3 year parts, 2 year labor and 2 additional year door warranty (parts only), standard 1 eaNatural gas 2 ea115v/60/1-ph, 6.0 amps, 1/2 hp, 2-wire with ground, NEMA 5-15P (per deck), standard 1 eaModel SSD Top Oven: Solid State digital with Pulse Plus® and Cook & Hold, standard 1 eaModel SSD Bottom Oven: Solid State digital with Pulse Plus® and Cook & Hold, standard 1 eaDraft diverter 1 st 4" low profile plate casters (set) 1 eaNOTE: DO NOT deduct cost of standard legs 1 eaGas manifold 1 kt Dormont Model 1675KIT2S48 Dormont Blue Hose™ Moveable Gas Connector Kit, 3/4" inside dia., 48" long, covered with stainless steel braid, coated with blue antimicrobial PVC, (1) SnapFast® QD, (2) Swivel MAX®, (1) full port valve, coiled restraining cable with hardware, 160,000 BTU/hr minimum flow capacity, limited lifetime warranty 220025.00 11 40 00 - 13 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 10 - TYPE 2 EXHAUST HOOD (FUTURE) Captive-Aire Custom Exhaust Hood, Type 2, for use over cooking equipment, size as shown on drawings. Hood to be 24" tall and to include closure panels to the ceiling. Volumes and connection sizes as shown on special conditions plan. Hood to be all 18 ga 304 stainless steel. Include (2) LED light fixture inter wired to j-box on top of the hood. Light switch to be provided on wall by electrical contractor. Duct work and connections of hood by HVAC contractor. FEC to coordinate hood connection locations with HVAC contractor. FEC is responsible for all permit fees associated installation of this hood. FEC must also coordinate pay for any state plan approvals that may be needed. 1 eaState plans 1 eaFactory services ITEM 11 - MOP SINK (1 REQ'D) BY OTHER By Others - Mop Sink - Not in FSEC contract. ITEM 12-14 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 15 - OVERSHELF (1 REQ'D) Custom Wall Shelf - Custom 16 Gauge S/S #4 Finish, size and shape as shown on drawings Includes: Standard turndown edges, wall mounting brackets ITEM 16 - FOUR COMPARTMENT SINK (1 REQ'D) Custom 4 Compartment Pot Sink - 14 gauge S/S #4 Finish top, standard dishroom rolled edges on front and sides, 6" tall 2" deep rear splash, size and shape as shown on drawings. S/S pipe leg construction with flanged feet. 16 ga under shelves under right and left drain boards. Bowls to be 14 ga at size shown on plan. First bowl to be 10" deep and have disposer collar welded in. Each of the other three basins to be 14" deep. Provide all provisions for disposer. 1 eaT&S Brass Model B-0231 Sink Mixing Faucet, wall mount, 8" centers, 12" swing nozzle, lever handles, quarter-turn Eterna cartridges, 1/2" NPT female inlets, low lead, ADA Compliant 1 kt T&S Brass Model B-0230-KIT Inlet Kit, 1/2" NPT nipple, close elbows, 24" flex supply hoses 1 eaT&S Brass Model B-0199-01 Aerator, non-splash, 55/64" -27 female aerator threads, fits goosenecks & nozzles 3 eaT&S Brass Model B-3952 Waste Valve, twist handle, 3-1/2" sink opening, 2" drain outlet (replaces B-3913, B-3917) ITEM 17 - DISPOSER (1 REQ'D) Salvajor Model 200-SA-6-MRSS Disposer, Sink Assembly, 6-1/2" sink collar, 2 Hp motor, start/stop push button manual reversing MRSS control, includes fixed nozzle, chrome plated vacuum breaker, solenoid valve, sink stopper & flow control, heat treated aluminum alloy housing, UL, CSA, CE (**Effective 6-1-17 all MRSS control panel dimensions will be 9-1/4" x 10-1/4" x 5-7/16"**) 1 ea208v/60/3-ph, 6.6 amps 1 ea6-1/2" sink mount 1 eaModel M2357 Rubber scrap ring, for 6-1/2" sink opening 1 eaModel 980104 Mounting bracket for RSS, MSS, MSS-LD, MRSS, MRSS-LD 1 eaModel SLE6SS Seismic flange for support leg 1 eaModel DP Stainless steel dejamming prong 1 eaT&S Brass Model B-0131-ADF14-B EasyInstall Pre-Rinse Unit, wall mount mixing faucet with 8" adjustable centers, EasyInstall add-on faucet, 14" swivel gooseneck with stream regulator outlet (063X), quarter-turn Eterna cartridges with spring checks, lever handles with color coded indexes, 26" riser with overhead swivel 220025.00 11 40 00 - 14 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. arm, 20" flexible stainless steel hose with heat-resistant gray handle & hold down ring, 1.15 GPM spray valve (B-0107), 6" adjustable wall bracket, polished chrome-plated brass faucet body, 1/2" NPT female inlets, CSA 1 kt T&S Brass Model B-0230-KIT Inlet Kit, 1/2" NPT nipple, close elbows, 24" flex supply hoses 1 eaT&S Brass Model B-0199-01 Aerator, non-splash, 55/64" -27 female aerator threads, fits goosenecks & nozzles 1 eaT&S Brass Model B-0455 Vacuum Breaker Unit, 1/2" IPS piping, slip flanges for mounting on 45° surface, 6" between piping ITEM 18-20 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 21 - HEATED CABINETS (5 REQ'D) BY OTHER Heated Cabinets - Provided by other - Not Included in Foodservice Equipment package ITEM 22 - WORKTABLE (4 REQ'D) Custom Mobile Work Table - Custom 14 Gauge S/S #4 Finish, size and shape as shown on drawings, 36" tall. Includes: S/S legs with swivel locking casters, 14 ga. Galv. support channels, sound deadening mastic, standard turndown edge on all sides, 16 ga. S/S fixed under shelf. Include (1) heavy duty S/S drawer assembly with self closing roller bearing slides. ITEM 23 - REACH-IN REFRIGERATOR (1 REQ'D and 2 FUTURE) True Mfg. - General Foodservice Model STG2R-2S-HC SPEC SERIES® Refrigerator, reach-in, two-section, (2) stainless steel doors with locks, cam-lift hinges, digital temperature control, (6) gray shelves, LED interior lights, stainless steel front, aluminum sides, aluminum interior, 5" castors, R290 Hydrocarbon refrigerant, 1/2 HP, 115v/60/1-ph, 5.9 amps, NEMA 5-15P, cULus, UL EPH Classified, Made in USA 3 ea7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard. Please visit www.truemfg.com for specifics standard 3 eaLeft door hinged left, right door hinged right standard 3 eaField reversible door 3 ea(3) vinyl shelves & shelf supports standard per section 3 st Castors, 3-1/4" (set of 4) ITEM 27 - COFFEE GRINDER (1 REQ'D) BUNN Model 33700.0000 33700.0000 G9-2T DBC Coffee Grinder, portion control, dual 6 lb. hoppers, 3 batch sizes per hopper, wireless brewer-grinder interface via Smart funnel® & Dual Soft Heat® DBC brewer, stainless finish, 3/4 HP, 1128 watts, 120v/60/1-ph, 9.4 amps, cord attached, NEMA 5-15P, UL, cULus, ETL ITEM 28 - COFFEE BREWER (1 REQ'D) BUNN Model 34600.0000 34600.0000 DUAL TF DBC® BrewWISE® ThermoFresh® Coffee Brewer, 18.9 gal/hr, coffee extraction controlled with pre-infusion & pulse brew, digital temperature control, large spray head, automatic programming, stores individual recipes, SplashGard® & optional funnel locks, wireless brewer-grinder interface, stainless steel finish, lower hot water faucet, wireless brewer-grinder interface, holds (2) 1-1/2 gallon ThermoFresh servers (servers sold separately), 120/240v/60/1-ph, 6600w, 27.5amps, UL, NSF 1 cs Model 20138.1000 20138.1000 Paper Filters, 13-3/4" x 5-1/4", white, (for Tea & Coffee-1-1/2 gallons) (500 each per case, price based on 1-229 lbs total weight - call for price on greater quantities) 4 eaModel 44050.0200 44050.0200 TF ThermoFresh® Server with Mechanical Sight Gauge, with base & drip tray, 1-1/2 gallon, lever action dispensing, brew-through lid, portable, soft-grip bail handle, fast flow faucet, aluminum faucet guard, vacuum insulated, stainless steel liner, black finish, for use with twin or single Infusion Series brewers, NSF 220025.00 11 40 00 - 15 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 29 - WORKTABLE WITH SINK (1 REQ'D) Custom Work Table with Sink - Custom 14 Gauge S/S #4 Finish, size and shape as shown on drawings, 36" tall. Includes: S/S sink bowl 20" by 20" by 10" deep as shown on the drawing, include supports for glass rack at corners of bowl. Legs with flanged feet, 14 ga. Galv. support channels, sound deadening mastic, standard turndown edge on ends and front, back to have a 8" high 2" deep splash for mounting of faucet, 16 ga. S/S fixed under shelf where possible. 1 eaT&S Brass Model B-0131-ADF14-B EasyInstall Pre-Rinse Unit, wall mount mixing faucet with 8" adjustable centers, EasyInstall add-on faucet, 14" swivel gooseneck with stream regulator outlet (063X), quarter-turn Eterna cartridges with spring checks, lever handles with color coded indexes, 26" riser with overhead swivel arm, 20" flexible stainless steel hose with heat-resistant gray handle & hold down ring, 1.15 GPM spray valve (B-0107), 6" adjustable wall bracket, polished chrome-plated brass faucet body, 1/2" NPT female inlets, CSA 1 eaT&S Brass Model 002864-40 Straight Nozzle 1 kt T&S Brass Model B-0230-KIT Inlet Kit, 1/2" NPT nipple, close elbows, 24" flex supply hoses 1 eaT&S Brass Model B-0199-01 Aerator, non-splash, 55/64" -27 female aerator threads, fits goosenecks & nozzles 2 eaT&S Brass Model B-3952 Waste Valve, twist handle, 3-1/2" sink opening, 2" drain outlet (replaces B-3913, B-3917) ITEM 30 - ICE BIN / ICE CADDY , MOBILE (1 REQ'D) Cambro Model ICS100L4S110 SlidingLid™ Ice Caddy, mobile, 28-3/4"H, 100 lb. capacity, slant top slides up/back into secured top, foam insulation, molded in side grips, lift grips front/back, drain shelf, recessed drain faucet, no assembly required, (4) 5" casters (all swivel, 1 with brake), black, NSF ITEM 31 - WORKTABLE (1 REQ'D) Custom Work Table - Custom 14 Gauge S/S #4 Finish, size and shape as shown on drawings, 36" tall. Includes: S/S legs with bullet feet, 14 ga. Galv. support channels, sound deadening mastic, standard turndown edge on all sides, 16 ga. S/S fixed under shelf. Include (1) heavy duty S/S drawer assembly with self closing roller bearing slides. ITEM 32-39 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 40 - TRASH CONTAINER (8 REQ'D) BY OTHER By Others - Trash Container - Not in FSEC contract. ITEM 41 - HAND SINK (3 REQ'D) Advance Tabco Model 7-PS-20 Hand Sink, wall mounted, 14" wide x 10" front-to-back x 5" deep bowl, 20 gauge 304 stainless steel, with deck mounted fixed faucet, basket drain, NSF, cCSAus 3 eaModel K-22OMIT To Delete Faucet 3 eaModel K-71 Single Faucet Hole, for deck mounted faucet (faucet not included) 3 eaModel 7-PS-10 P-trap, heavy duty, 1-1/2", 17 gauge 3 eaModel 7-PS-17B Welded Side Splash, 7-3/4"H (installed height), both sides, for hand sinks with 10" x 14" bowl & deck mounted faucets 3 st Model 7-PS-36 Side Mounted Wall Bracket (set of 2), for added strength 3 eaModel 7-PS-35 Paper Towel Dispenser, wall mounted, locking, 11"W x 4"D x 15"H, for use with "C" fold towels, paper towel level indicator, satin finish stainless steel. includes (2) keys & mounting hardware 3 eaModel 7-PS-12 Soap Dispenser, wall mounted, 3-1/2"W x 3"D x 8-1/2"H, 20 oz. smoked plastic liquid soap reservoir, push button dispensing, chrome plated plastic body, includes: adhesive strip & mounting bracket 220025.00 11 40 00 - 16 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. 3 eaT&S Brass Model EC-3132 ChekPoint™ Above Deck Electronic Faucet, deck mount, single hole, cast spout, 2.2 gpm vandal resistant aerator, point-of-use temperature control, 3/8" compression inlets, battery or AC adapter powered (includes optional 100-240 VAC adapter), chrome-plated brass, stainless steel flexible supply lines, ADA Compliant 1 eaBradley Hand sink in dishwashing area to have provisions for the eye wash unit. FEC to cut additional hole in deck of sink for eye wash unit installation. 1 eaBradley Model S19274HD Swing down eye wash 1 eaBradley Model S19-2000 EFX thermostatic mixing valve ITEM 42 - FOUR COMPARTMENT SINK (1 REQ'D) Custom 4 Compartment Pot Sink - 14 gauge S/S #4 Finish top, standard dishroom rolled edges on front and sides, 6" tall 2" deep rear splash, size and shape as shown on drawings. S/S pipe leg construction with flanged feet. 16 ga under shelves under right and left drain boards. Bowls to be 14 ga at size shown on plan. Each of the four basins to be 14" deep. 1 eaT&S Brass Model B-0131-ADF14-B EasyInstall Pre-Rinse Unit, wall mount mixing faucet with 8" adjustable centers, EasyInstall add-on faucet, 14" swivel gooseneck with stream regulator outlet (063X), quarter-turn Eterna cartridges with spring checks, lever handles with color coded indexes, 26" riser with overhead swivel arm, 20" flexible stainless steel hose with heat-resistant gray handle & hold down ring, 1.15 GPM spray valve (B-0107), 6" adjustable wall bracket, polished chrome-plated brass faucet body, 1/2" NPT female inlets, CSA 1 eaT&S Brass Model B-0231 Sink Mixing Faucet, wall mount, 8" centers, 12" swing nozzle, lever handles, quarter-turn Eterna cartridges, 1/2" NPT female inlets, low lead, ADA Compliant 2 kt T&S Brass Model B-0230-KIT Inlet Kit, 1/2" NPT nipple, close elbows, 24" flex supply hoses 2 eaT&S Brass Model B-0199-01 Aerator, non-splash, 55/64" -27 female aerator threads, fits goosenecks & nozzles 4 eaT&S Brass Model B-3952 Waste Valve, twist handle, 3-1/2" sink opening, 2" drain outlet (replaces B-3913, B-3917) ITEM 43 - OVERSHELF (1 REQ'D) Custom Wall Shelf - Custom 16 Gauge S/S #4 Finish, size and shape as shown on drawings Includes: Standard turndown edges, wall mounting brackets ITEM 44 - LOT STORAGE SHELVING (1 REQ'D) Metro Lot Storage Shelving to build the quantity of units indicated on the plan, (4) shelves per unit. Units to have casters and bumpers as specified. FSEC to field verify space available and order shelving as need to fit appropriately. 12 ea Model MQ2460G Quick Ship - MetroMax® Q Shelf, 60"W x 24"D, removable open grid polymer shelf mats on an epoxy coated steel frame with quick adjust corner releases, (4) wedge connectors, Microban® antimicrobial product protection, 600 lb. capacity per shelf, NSF 8 eaModel MQ2448G Quick Ship - MetroMax® Q Shelf, 48"W x 24"D, removable open grid polymer shelf mats on an epoxy coated steel frame with quick adjust corner releases, (4) wedge connectors, Microban® antimicrobial product protection, 800 lb. capacity per shelf, NSF 12 ea Model MQ1860G Quick Ship - MetroMax® Q Shelf, 60"W x 18"D, removable open grid polymer shelf mats on an epoxy coated steel frame with quick adjust corner releases, (4) wedge connectors, Microban® antimicrobial product protection, 600 lb. capacity per shelf, NSF 4 eaModel MQ1848G Quick Ship - MetroMax® Q Shelf, 48"W x 18"D, removable open grid polymer shelf mats on an epoxy coated steel frame with quick adjust corner releases, (4) wedge connectors, Microban® antimicrobial product protection, 800 lb. capacity per shelf, NSF 4 eaModel MQ1836G Quick Ship - MetroMax® Q Shelf, 36"W x 18"D, removable open grid polymer shelf mats on an epoxy coated steel frame with quick adjust corner releases, (4) wedge connectors, Microban® antimicrobial product protection, 800 lb. capacity per shelf, NSF 40 ea Model MQ70UPE MetroMax® Q (PE) Post, 69-3/16"H, for use with stem casters, epoxy coated steel with built in Microban® antimicrobial product protection, taupe 20 ea Model 5MPX Stem Caster, swivel, 5" dia., 1-1/4"W face, high modulus donut wheel tread, 300 lb. capacity, NSF (donut bumpers included) (for use with all MetroMax posts & shelves) 20 ea Model 5MPBX Stem Caster, brake, 5" dia., 1-1/4"W face, high modulus donut wheel tread, 300 lb. capacity, NSF (donut bumpers included) (for use with all MetroMax posts & shelves) 220025.00 11 40 00 - 17 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 45 - SAFE (1 REQ'D) BY OTHER By Others - Safe - Not in FSEC contract. ITEM 46-47 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 48 - REACH-IN FREEZER (2 REQ'D) True Mfg. - General Foodservice Model STG2F-2S-HC SPEC SERIES® Freezer, reach-in, two-section, -10°F, (2) stainless steel doors with locks, cam-lift hinges, digital temperature control, (6) gray shelves, LED interior lights, stainless steel front, aluminum sides, aluminum interior, 5" castors, R290 Hydrocarbon refrigerant, 1-1/4 HP, 115v/60/1-ph, 9.4 amps, NEMA 5-15P, cULus, UL EPH Classified, Made in USA, ENERGY STAR® 2 ea7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard. Please visit www.truemfg.com for specifics standard 2 eaLeft door hinged left, right door hinged right standard 2 ea(3) vinyl shelves & shelf supports standard per section 2 st Castors, 3-1/4" (set of 4) ITEM 49 - CONVECTION OVEN, ELECTRIC (2 REQ'D) TurboChef Model HHD-9500 HHD-9500-801Double Batch™ Oven, electric, ventless, countertop, stackable, (2) independent decks, store up to 800 recipes (400 per cavity), smart voltage sensor technology (North America only), One Touch Controls, internal catalytic converters, 16" pizza capacity per deck, TurboChef Cleaner and Guard Starter Kit, includes (1) cleaner packet, (1) 24oz bottle, (1) Guard bottle and (2) foamer trigger,(2) standard racks, (2) top & bottom jetplates, stainless steel front, top & sides, rubber seal for surface mounting, cULus, UL EPH Classified, TÜV, CE 2 eaAll items FOB: Carrollton, Texas: Consumable/accessory orders less than $5,000 will incur a handling fee. Orders shipping standard ground will incur a $15.00 handling fee. Orders shipping other than standard ground will incur $25.00 handling fee 2 eaOne year parts and labor warranty 2 ea(HHD-9500-1) 208/240v/60/1-ph, 50.0 amps, 8.32/9.6 kW, 6 ft. cord & plug (nominal), NEMA 6-50P, standard 2 eaModel CON-7006 ChefComm Pro, Full Access, with USB Smart Card Reader ITEM 50 - UNDERCOUNTER REFRIGERATOR (2 REQ'D) True Mfg. - General Foodservice Model TUC-60-HC~SPEC3 SPEC SERIES® Undercounter Refrigerator, 33 - 38°F, SPEC Package 3 includes: stainless steel top, (2) heavy- duty stainless steel doors, steel handles, door lock standard, (4) PVC coated adjustable wire shelves, electronic temperature control with digital temperature display, stainless steel sides & back, stainless steel interior, R290 Hydrocarbon refrigerant, 1/4 HP, 115v/60/1-ph, 4.0 amps, NEMA 5-15P, cULus, UL EPH Classified, Made in USA 2 eaSelf-contained refrigeration standard 2 ea7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard. Please visit www.truemfg.com for specifics standard 2 ea16 gauge heavy duty Stainless steel top 2 eaCastors, 5" (36" work surface height) standard ITEM 51-53 - SPARE NUMBER (1 REQ'D) SPARE Spare Number 220025.00 11 40 00 - 18 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 54 - MOBILE HEATED CABINET (1 REQ'D) Cres Cor Model H137SUA12D Cabinet, Mobile Heated, insulated, top-mount heater assembly, recessed push/pull handles, magnetic latch, (12) sets chrome plated wire universal angle slides for 12" x 20" thru 18" x 26" pans on 4-1/2" centers, adjustable 1-1/2" centers, reversible dutch doors, (4) heavy duty 5" swivel casters (2) braked, anti-microbial latches, stainless steel construction, NSF, cCSAus, ENERGY STAR® 1 eaStandard Warranty: 1 year labor with 3 year parts warranty 1 ea120v/60/1-ph, 1.5 kW, 12.0 amp, 10 ft power cord, NEMA 5-15P, standard 1 eaRight-hand door swing (top & bottom doors), standard 2 st Model 1246 038 Lock Hasp, for insulated stainless steel cabinets, per door, 2 required 1 eaCord Wrap for insulated cabinet, standard 1 eaModel 1405 159 Perimeter Bumper, add 2" to OA dimensions, non-marking, gray 1 eaModel 1087 101 Rear Push Handle 1 st 6" polyurethane casters, set of 4 ITEM 55 - WORKTABLE WITH SINK (1 REQ'D) Custom Work Table with Sink - Custom 14 Gauge S/S #4 Finish, size and shape as shown on drawings, 36" tall. Includes: S/S sink bowl 20" by 20" by 10" deep as shown on the drawing. Legs with flanged feet, 14 ga. Galv. support channels, sound deadening mastic, standard turndown edge on ends and front, back to have a 8" high 2" deep splash for mounting of faucet, 16 ga. S/S fixed under shelves as shown. 1 eaT&S Brass Model B-3952 Waste Valve, twist handle, 3-1/2" sink opening, 2" drain outlet (replaces B-3913, B-3917) 1 eaT&S Brass Model B-0131-ADF14-B EasyInstall Pre-Rinse Unit, wall mount mixing faucet with 8" adjustable centers, EasyInstall add-on faucet, 14" swivel gooseneck with stream regulator outlet (063X), quarter-turn Eterna cartridges with spring checks, lever handles with color coded indexes, 26" riser with overhead swivel arm, 20" flexible stainless steel hose with heat-resistant gray handle & hold down ring, 1.15 GPM spray valve (B-0107), 6" adjustable wall bracket, polished chrome-plated brass faucet body, 1/2" NPT female inlets, CSA 1 eaT&S Brass Model B-0199-01 Aerator, non-splash, 55/64" -27 female aerator threads, fits goosenecks & nozzles 1 kt T&S Brass Model B-0230-KIT Inlet Kit, 1/2" NPT nipple, close elbows, 24" flex supply hoses ITEM 56 - OVERSHELF (1 REQ'D) Custom Wall Shelf - Custom 16 Gauge S/S #4 Finish, size and shape as shown on drawings Includes: Standard turndown edges, wall mounting brackets ITEM 57-59 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 60 - REACH-IN REFRIGERATOR (1 REQ'D) True Mfg. - General Foodservice Model STG2R-2S-HC SPEC SERIES® Refrigerator, reach-in, two-section, (2) stainless steel doors with locks, cam-lift hinges, digital temperature control, (6) gray shelves, LED interior lights, stainless steel front, aluminum sides, aluminum interior, 5" castors, R290 Hydrocarbon refrigerant, 1/2 HP, 115v/60/1-ph, 5.9 amps, NEMA 5-15P, cULus, UL EPH Classified, Made in USA 1 ea7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard. Please visit www.truemfg.com for specifics standard 1 eaLeft door hinged left, right door hinged right standard 1 eaField reversible door 1 ea(3) vinyl shelves & shelf supports standard per section 1 st Castors, 3-1/4" (set of 4) 220025.00 11 40 00 - 19 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 61 - HOT DOG GRILL (1 REQ'D) Star Model 50SCBD Grill-Max® Hot Dog Grill, roller-type with integrated bun drawer, stadium seating, Duratec® coated non-stick rollers, capacity 50 hot dogs & 48 buns, analog controls for front and rear zones, stainless steel construction, cULus, UL EPH Classified, Made in USA 1 ea[50SCBD-120V] 120v/60/1-ph, 1535 watts, 12.8 amps, NEMA 5-15P, standard 1 eaModel SS50BB Grill-Max® Hot Dog Bun Box, capacity 64 buns, removable stainless steel bun pans, stainless steel exterior, cULus, UL EPH Classified, Made in USA 1 eaModel THU Tong Holder 1 st Model RGLK Leg Kit, 4" adjustable, (set of 4) ITEM 62 - SERVING COUNTER (1 REQ'D) Custom Custom Stainless Steel serving counter with leg base, 14 Gauge S/S #4 Finish top, size and shape as shown on drawings, 2" turndown edge with 1/2" 90° return on bottom, front and back. 2" turn down on sides. 36" tall. FEC to verify and adjust for pass thru width and height. Include, S/S legs with adjustment flanged feet, 14 ga. galvanized support channels, sound deadening mastic. Counter to rest on pass thru sill built by site contractor FEC to coordinate with contractor on the construction of this wall and all details. 1 eaWork table base in lieu of cabinet construction ITEM 63 - UNDERCOUNTER REFRIGERATOR (3 REQ'D) True Mfg. - General Foodservice Model TUC-48G-HC~SPEC3 SPEC SERIES® Undercounter Refrigerator, 33 - 38°F, SPEC Package 3 includes: stainless steel top, (2) Low-E glass doors, steel handles, door lock standard, (4) PVC coated adjustable wire shelves, electronic temperature control with digital temperature display, stainless steel sides & back, stainless steel interior, R290 Hydrocarbon refrigerant, 1/5 HP, 115v/60/1-ph, 3.0 amps, NEMA 5-15P, cULus, UL EPH Classified, Made in USA 3 eaSelf-contained refrigeration standard 3 ea7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard. Please visit www.truemfg.com for specifics standard 3 eaStandard stainless steel top 3 eaCastors, 2-1/2" (33-1/2" work surface height) ITEM 64 - MENU BOARD (1 REQ'D) BY OTHER By Others - Menu Board - Not in FSEC contract. ITEM 65 - DISPOSABLE CUP DISPENSER (1 REQ'D) Dispense-Rite Model CTC-L-2SS Cup Dispensing Cabinet, adjustable, (2) ADJ-2F, holds 8 oz. to 44 oz. cups, rim dia. 3" - 4-5/8", stainless steel cabinet housing, 22-3/4"H x 8-3/8"W x 23-1/2"D, ABS top organizer for lids, straws & condiments, NSF cup dispensers 1 ea1 year limited warranty, standard ITEM 66 - COFFEE BREWER (1 REQ'D) BUNN Model 34800.0017 34800.0017 SINGLE TF DBC® BrewWISE® ThermoFresh® Coffee Single Brewer, 16.3 to 18.9 gal/hr, coffee extraction controlled with pre-infusion & pulse brew, digital temperature control, large spray head, variable bypass, stores individual recipes, funnel locks, SplashGard® funnel, wireless brewer-grinder interface, stainless steel finish, holds 1-1/2 gallon ThermoFresh® server (server sold separately), 120v/60/1-ph, 2200w, 18.1amps, NEMA 5-20P, UL, NSF 1 cs Model 20138.1000 20138.1000 Paper Filters, 13-3/4" x 5-1/4", white, (for Tea & Coffee-1-1/2 gallons) (500 each per case, price based on 1-229 lbs total weight - call for price on greater quantities) 2 eaModel 44050.0200 44050.0200 TF ThermoFresh® Server with Mechanical Sight Gauge, with base & drip tray, 1-1/2 gallon, lever action dispensing, brew-through lid, portable, soft-grip bail handle, fast flow faucet, aluminum faucet guard, vacuum insulated, stainless steel liner, black finish, for use with twin or single Infusion Series brewers, NSF 220025.00 11 40 00 - 20 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 67 - COFFEE GRINDER (1 REQ'D) BUNN Model 33700.0000 33700.0000 G9-2T DBC Coffee Grinder, portion control, dual 6 lb. hoppers, 3 batch sizes per hopper, wireless brewer-grinder interface via Smart funnel® & Dual Soft Heat® DBC brewer, stainless finish, 3/4 HP, 1128 watts, 120v/60/1-ph, 9.4 amps, cord attached, NEMA 5-15P, UL, cULus, ETL ITEM 68-70 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 71 - POINT OF SALE SYSTEM (5 REQ'D) BY OTHER By Others - Point of Sale System - Not in FSEC contract. ITEM 72 - SERVING COUNTER (1 REQ'D) Custom Custom Stainless Steel serving counter with leg base, 14 Gauge S/S #4 Finish top, size and shape as shown on drawings, 2" turndown edge with 1/2" 90° return on bottom, front and back. 2" turn down on sides. 36" tall. FEC to verify and adjust for all die wall heights, floor pitch conditions, and wall finish types. Include, S/S legs with adjustment flanged feet, 14 ga. galvanized support channels, sound deadening mastic, 16 ga. S/S fixed under shelves where possible, as wells as provisions for point of sale units. Counter to rest on die wall built by site contractor FEC to coordinate with contractor on the construction of this wall and all details. ITEM 73 - POPCORN POPPER (1 REQ'D) Gold Medal Products Model 2005ST Deluxe Whiz Bang Popcorn Machine, electric, countertop, 12 oz. Unimaxx® kettle, twin hanger arm, blower heater, forced air popcorn crisping system, stainless steel dome, LED sign, 1610 watts, 120v/60/1-ph, NEMA 5-15P, UL, NSF 1 eaAll information & pricing is subject to change without notice; contact Gold Medal Products Co. for the most up-to-date pricing and information. 1 ea2 year parts & 6 months labor warranty, standard (contact factory for more information) ITEM 74 - SERVING COUNTER (1 REQ'D) Custom Custom Stainless Steel serving counter with leg base, 14 Gauge S/S #4 Finish top, size and shape as shown on drawings, 2" turndown edge with 1/2" 90° return on bottom, front and back. 2" turn down on sides. 36" tall. FEC to verify and adjust for all die wall heights, floor pitch conditions, and wall finish types. Include, S/S legs with adjustment flanged feet, 14 ga. galvanized support channels, sound deadening mastic, 16 ga. S/S fixed under shelves where possible, as wells as provisions for point of sale units. Counter to rest on die wall built by site contractor FEC to coordinate with contractor on the construction of this wall and all details. ITEM 75-77 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 78 - REFRIGERATED MERCHANDISER (2 REQ'D) BY OTHER Refrigerated Merchandisers - Provided by other - Not Included in Foodservice Equipment package 220025.00 11 40 00 - 21 Foodservice Equipment ©Zimmerman Architectural Studios, Inc. ITEM 79 - SERVING COUNTER (1 REQ'D) Custom Custom Stainless Steel serving counter with leg base, 14 Gauge S/S #4 Finish top, size and shape as shown on drawings, 2" turndown edge with 1/2" 90° return on bottom, front and back. 2" turn down on sides. 36" tall. FEC to verify and adjust for all die wall heights, floor pitch conditions, and wall finish types. Include, S/S legs with adjustment flanged feet, 14 ga. galvanized support channels, sound deadening mastic, 16 ga. S/S fixed under shelves where possible, as wells as provisions for point of sale units. Counter to rest on die wall built by site contractor FEC to coordinate with contractor on the construction of this wall and all details. ITEM 80-82 - SPARE NUMBER (1 REQ'D) SPARE Spare Number ITEM 83 - WATER HEATER (1 REQ'D) BY OTHER By Others - Water Heater - Not in FSEC contract. ITEM 84 - MOP SINK (1 REQ'D) BY OTHER By Others - Mop Sink - Not in FSEC contract. ITEM 85-89 - SPARE NUMBER (1 REQ'D) SPARE Spare Number INSTRUCTIONS TO BIDDERS: · Food Service Equipment Contractor to include cost to receive, deliver, uncrate and set in place all new food service equipment specified for final hook-ups by others. · Food Service Equipment Contractor shall furnish itemized bid form at specified due date. · Food Service Equipment Contractor shall be responsible for removal of all delivery packing material/ trash from site unless otherwise indicated by Owner & General Contractor. · Food Service Equipment Contractor shall utilize authorized Custom Stainless Fabricator as indicated in General Specification Section 2.2. · Provide specified manufacturer or approved equal. Equals must be submitted in writing to design team for approval at least (2) business days prior to bid due date in order to be approved. END OF SECTION 11 40 00 7-25-23 2"SEALANT TYP. BOTH SIDES FRAME AS SCHEDULED. (3) ANCHORS PER JAMB. TYP. DOOR AS SCHEDULED. REFER TO PLAN FOR WALL TYPES. PER WALL TYPE 1/2"1/2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATION OR ROOM FINISH SCHEDULE OR BOTH. DBL. STUDS @ JAMBS. TYP. REFER TO PLAN FOR WALL TYPES. METAL STUD BOX LINTEL FOR OPENINGS ≥ 42". METAL RUNNER TRACK ONLY FOR OPENINGS < 42". SEALANT TYP. BOTH SIDES FRAME AS SCHEDULED. DOOR AS SCHEDULED. PER WALL TYPE 1/2"1/2"2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATIONS OR ROOM FINISH SCHEDULE OR BOTH. WALL PER WALL TYPES. METAL STUD BOX LINTEL FOR OPENING ≥ 42" METAL RUNNER TRACK ONLY FOR OPENING < 42". SEALANT TYP. BOTH SIDES HOLLOW METAL WINDOW FRAME AS SCHEDULED. GLASS AS SCHEDULED. PER WALL TYPE 1/2"1/2"2"WALL PROTECTION WHERE NOTED ON INTERIOR ELEVATIONS OR ROOM FINISH SCHEDULE OR BOTH. HOLLOW METAL STOPS AS REQUIRED. SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS DOOR AS SCHED. MASONRY WALL -SEE STRUCT. FOR LINTEL REQUIREMENTS SEALANT FRAME, SEE SCHEDULE -GROUT FULL AS REQD 0' - 0 1/2"DOOR AS SCHED. MASONRY WALL -SEE STRUCT. FOR LINTEL REQUIREMENTS SEALANT FRAME, SEE SCHEDULE -GROUT FULL AS REQD EXTERIOR PRECAST PANEL INSULATED OVERHEAD DOOR TREATED 2x6 WOOD BLOCK, PAINTED OVERHEAD DOOR TRACK H.M. FRAME, FILL W/ GROUT 1'-0" EXTERIOR PRECAST PANEL INSULATED OVERHEAD DOOR TREATED 2x6 WOOD BLOCK, PAINTED OVERHEAD DOOR TRACK H.M. FRAME, FILL W/ GROUT SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS SEE PLAN FOR CMU PARTITION TYPE CMU PARTITION, SIZE VARIES RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL DOOR AS SCEDULED FRAME, SEE SCHEDULE -GROUT FULL AS REQD BULLNOSE BLOCK, TYP AT JAMBS 6" EXT. BOLLARD INSULATED OVERHEAD DOOR OVERHEAD DOOR TRACK H.M. FRAME FILLED WITH GROUT PRECAST PANEL 1' - 0"20 A7.1 1'-0"6" EXT. BOLLARD INSULATED OVERHEAD DOOR OVERHEAD DOOR TRACK H.M. FRAME FILLED WITH GROUT PRECAST PANEL BENT STEEL PLATE WALL TYPES AND LOCATIONS AS INDICATED ON FLOOR PLAN. DOOR AS SCHEDULED FRAME AS SCHEDULED DBL. STUDS @ JAMBS. 4"2"PRECAST PANEL, HOLD BACK INSULATION 6" MIN. OVERHEAD COILING SHUTTER BOX, ANCHOR AS REQ'D PER MANUFACTURER OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER GUIDE PRECAST PANEL, HOLD BACK INSULATION 6" MIN. OVERHEAD COILING SHUTTER BOX, ANCHOR AS REQ'D PER MANUFACTURER OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER GUIDE OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER TRACK PRECAST PANEL, HOLD BACK INSULATION 6" MIN. 3"x3"x1/4"x5'-0" GALV. STEEL ANGEL, GRIND ANCHORAGE SMOOTH, PAINT OVERHEAD COILING SHUTTER OVERHEAD COILING SHUTTER TRACK PRECAST PANEL, HOLD BACK INSULATION 6" MIN. 3"x3"x1/4"x5'-0" GALV. STEEL ANGEL, GRIND ANCHORAGE SMOOTH, PAINT EXPANSION ANCHOR BOLT 8" CMU BLOCK WALL; SEE STRUCTURAL SIM @ OPENING HEAD 3/4" PLYWOOD PANELING ON 7/8" HAT CHANNELS @ 16" O.C.; STAIN & SEAL DOOR AND FRAME, SEE SCHEDULE SEALANT, BOTH SIDES 1"SEALANT, BOTH SIDES 1/2"8" CMU BLOCK WALL; SEE STRUCTURAL SIM @ OPENING HEAD 3/4" PLYWOOD PANELING ON 7/8" HAT CHANNELS @ 16" O.C.; STAIN & SEAL DOOR AND FRAME, SEE SCHEDULE SEALANT, BOTH SIDES SEALANT, BOTH SIDES 2"11 3/4" RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL STAINLESS STEEL HOLLOW METAL FRAME FURRING WALL CMU WALL 2"10 1/8" RAKE BACK GROUT AND INSTALL SEALANT BOTH SIDE TYPICAL CMU WALL FURRING WALL WOOD LOOK METAL PANEL STAINLESS STEEL HOLLOW METAL FRAME END TRIM FOR WOOD LOOK WALL PANEL EXTRUDED ALUMINUM THRESHOLD SET ONTO SEALANT BED EXTEND MEMBRANE FLASHING UNDER THESHOLD AND 8" MINIMUM DOWN EXTERIOR FACE OF FOUNDATION WALL CONCRETE ENTRY STOOP - PITCH AWAY AT 1/4"/FT DOOR AS SCHEDULED FIRST FLOOR EL. 100'-0" 1/2" COMPRESSIBLE FILLER BACKER ROD AND SEALANT 0' - 4" 10" INSULATED PRECAST CONCRETE WALL PANEL. CONTINUOUS PERIMETER SEALANT EACH SIDE. HOLLOW METAL FRAME AS SCHEDULED - GROUT SOLID. PAINTED. DRIP. EQEQ HOLLOW METAL DOOR AS SCHEDULED - INSULATED. PAINTED.2"EXTERIOR 10" INSULATED PRECAST CONCRETE WALL PANEL. CONTINUOUS PERIMETER SEALANT EACH SIDE. HOLLOW METAL FRAME AS SCHEDULED - GROUT SOLID. PAINTED. ATTACH WITH FLUSH FASTENERS. DRIP. HOLLOW METAL DOOR AS SCHEDULED - INSULATED. PAINTED.2"EQ.EQ. EXTERIOR STUD WALL 2"9 1/8"Consultant: Project: Location: Sheet: Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: As indicated DOOR AND FRAME DETAILS WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A10.2 10/13/2023 220025.00 C2023-15 1 1/2" = 1'-0"7 HM DOOR JAMB 1 1/2" = 1'-0"6 HM DOOR HEAD 1 1/2" = 1'-0"9 HM BORROWED LIGHT HEAD -JAMB/SILL SIM 3" = 1'-0"3 HM JAMB -INT CMU1 3" = 1'-0"1 HEAD -CMU 1 1/2" = 1'-0"11 EXTERIOR OVERHEAD DOOR HEAD 3" = 1'-0"2 JAMB -CMU 1 1/2" = 1'-0"10 EXTERIOR OVERHEAD DOOR JAMB 1 1/2" = 1'-0"8 TYPICAL HM DOOR JAMB OFFSET 1 1/2" = 1'-0"12 COILING DOOR HEAD DETAIL 1 1/2" = 1'-0"13 COILING DOOR JAMB 3" = 1'-0"14 CONCESSION DOOR @ JAMB/HEAD 3" = 1'-0"15 WEST RESTROOMS -STAINLESS STEEL CASE OPENING -JAMB 2 3" = 1'-0"17 ROOMS 106A/B - STAINLESS STEEL CASE OPENING -JAMB 1 1/2" = 1'-0"18 ENTRY DOOR -THRESHOLD 2 12-1-23 Addendum #2 3 12-13-23 Addendum #3 1 1/2" = 1'-0"5 HOLLOW METAL DOOR HEAD -PRECAST 1 1/2" = 1'-0"4 HOLLOW METAL DOOR JAMB -PRECAST 3" = 1'-0"16 FAMILY RR 106 -STAINLESS STEEL CORNER GUARD 3" = 1'-0"19 NOT USED 2 YES, 4'X4' JANITOR CLOSET PER OPS MGR. HC HC HC HC HC HC DN A A E E F F 4 5 6 8 A4.3 1 MATCHLINE AA F.3 5.8 7.2 9 63' - 8 3/4"103' - 8 1/4" 10" 1 A5.2 A186.2A186.3 W17 ABOVE 10"7' - 5" 40' - 0 3/4" 7' - 5" 7' - 0" 7' - 5" A186.1 47 58 A189.1 40' - 10" 63' - 8" 12' - 10"21' - 4 5/8" 3' - 8"31' - 4" 62' - 8 3/4" 6' - 0" 15' - 10" 5' - 2" 15' - 10" 6' - 0" 12' - 3 1/4"5' - 0"5' - 9 5/8"1' - 0"8' - 9"9' - 6"W12W12 A9.1 11Sim A12 A2 A2 B2 A187.1 A101.5 1' - 8 1/4"24' - 2 3/4" 5' - 0" 5" 7' - 4" 12' - 0" 16' - 0" 12' - 0" 16' - 4" A188.139 3535 39 A4.3 3 A4.3 4 A4.35 A7.1 27 6314 SF EXPANDED MULTIPURPOSE ROOM 186 576 SF ADD ALT 1 MEETING ROOM (B) 187 98 SF ADD ALT 1 FIRST AID 190 104 SF ADD ALT 1 STORAGE 189 576 SF ADD ALT 1 MEETING ROOM (A) 188 B2 DOOR AND WINDOW TO BE CENTERED IN PANEL FOR ADD ALT 1 11' - 4 1/2" 12' - 11" 5' - 10" 5' - 1" 26' - 6" 30' - 8"5 3/4"104' - 10" 12' - 6" 12' - 0"92' - 4 1/2"A12 71 SF FAMILY RESTROOM 191 18' - 10 5/8"1 A191.1 A190.1 A1 B2 A2.4a 2 F2 98 98 W6a 11' - 2"M8 2 NE SE SWNW BUILDING DIAGRAM NOT TO SCALE A2.4a 3 B2 A1 B2 A191.1 38 1 13' - 6 5/8"5' - 7 1/4"1' - 0 3/4"5' - 2 3/8" 7' - 9" 71 SF FAMILY RESTROOM 191 2' - 6" T12 T20 T05T08T07 T06 T10 T09 T11 T01 20 NN Consultant: Project: Location: Sheet: Plan North True North Key Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.comTELEPHONE [414] 4 7 6 . 9 5 0 0FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: Date: Project No.: Sheet No.: Revisions: (Owner) Project No.: No:Date:Description: As indicated FIRST FLOOR PLAN -ADD ALT 1 -NW QUAD WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A2.4a 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR PLAN -NW QUAD -ADD ALT 1 2 12-1-23 Addendum #2 3 12-13-23 Addendum #3 KEYNOTES PER SHEET # 1 ADA COMPLIANT DRINKING FOUNTAIN WITH BOTTLE FILLER 20 JUMP SEAT 35 WALL MOUNTED TV SCREEN 38 BABY CHANGING STATION, PROVIDE ADJACENT COAT HOOK AT 48" AFF 39 TRASH AND RECYCLING - FF&E 47 TWO ROWS OF PERMANENT RETRACTABLE PLASTIC BLEACHER SEATING. 58 MOTORIZED SHADES 98 MANUALLY RETRACTABLE ACOUSTIC PARTITION WALL - FILL JOUST SPACE ABOVE WITH ACOUSTIC PANEL TO CREATE ACOUSTIC BARRIER WHEN PARTITION WALL IS IN USE. T01 WALL MOUNTED TOILET, ADA COMPLIANT T05 SOAP DISPENSER, SURFACE MOUNTED. T06 TOILET TISSUE DISPENSER, DOUBLE ROLL T07 PAPER TOWEL DISPENSER, SURFACE MOUNTED T08 ELECTRIC HAND DRYER T09 GRAB BAR - 36" T10 GRAB BAR - 42" T11 GRAB BAR - 18" VERTICAL T12 FRAMELESS MIRROR WITH METAL CLIP FASTENERS T20 THROUGH STYLE VANITY W/ ADA COMPLIANT SLOPED LOWER CABINET 1/4" = 1'-0"2 ROOM 191 -FAMILY RR -ENLARGED 1/4" = 1'-0"3 ROOM 191 -FAMILY RR -ELEVATION REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT HC HC HC HC DN NE SE SWNW BUILDING DIAGRAM NOT TO SCALE WT-1 WT-1 EXPANDED MULTIPURPOSE ROOM 186 ADD ALT 1 MEETING ROOM (B) 187 ADD ALT 1 MEETING ROOM (A) 188 ADD ALT 1 FIRST AID 190 ADD ALT 1 STORAGE 189 P-2 PT-1 P-2 CG1 CG1 CG1 2 2 2 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 -ADD ALT 1 WOODMAN'S SPORTS & CONVENTION CENTER 2510 Milton Avenue Janesville, WI 53545 A11.1.1 10/13/2023 220025.00 C2023-15 1/8" = 1'-0"1 FIRST FLOOR FINISH PLAN -ADD ALT 1 ROOM FINISH SCHEDULE ADD ALT 1 ROOM NUMBER ROOM NAME FLOOR BASE WALLS CEILING SOFFIT CABINETS COUNTERTOP WINDOW TREATMENT REMARKS ROOM NUMBERNORTH EAST SOUTH WEST 186 EXPANDED MULTIPURPOSE ROOM SCONC / RFT-1 - P-1 P-1 P-1 P-1 P-4 WT-2 A-3 186 187 ADD ALT 1 MEETING ROOM (B) CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 WT-1 A-3 187 188 ADD ALT 1 MEETING ROOM (A) CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 WT-1 A-3 188 189 ADD ALT 1 STORAGE SCONC RB-1 P-1 P-1 P-1 P-1 ACT-1 OFFICE 189 190 ADD ALT 1 FIRST AID RFT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PL-1 SSM-1 OFFICE 190 191 FAMILY RESTROOM RESTROOM 191 2 12-1-23 Addendum #2 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 2 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 # 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 2 12-1-23 Addendum #2 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 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"2 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 # 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 2 12-1-23 Addendum #2 REFER TO FF&E MATRIX FOR ALL RESPONSIBILITIES OF FURNITURE AND EQUIPMENT MICROHHHHHICECOFFEE75"54"FUTURETYPE 254321109FUTURESTACKEDCONV.OVENSRRR221115161721212121212122222222232323313029282730x7230x7230x7230x72STORAGE158ELECTRIC157WARMING ROOM159LOADING/RECEIVING/STORAGEAV CLOSET157 (A)RFU/C R24"X60"24"X60"24"X48"24"X60"24"X48"W.H.18"X60"18"X36"18"X48"GLASSDOORRGLASSDOORRPOSFU/C RPOSRAPIDCOOK18"X60"18"X60"SAFEHRAPIDCOOKFULL HEIGHTPASS THRUFULL HEIGHTU/C RU/C RU/C RMENU BOARDPOP-CORNCUPS POSPOS POSCOFFEE 434240444444454140406048484950415455494056656667636363646250614478787140797140414443407174717340444483847172J.C.114CONCESSIONS115 (B)BEER SALES116FOOD PREP115 (A)150ELECTRICAL113GEN STORAGE153LOCKERALCOVE101 (A)ITEMDESCRIPTIONHAND SINKMICROWAVESPARE NUMBER12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061EQUIPMENT LISTQTYBY PCCOMMENTS21-WALL SHELFWORKTABLE W/ SINK11TRASH CONTAINER 4EXHAUST HOOD (TYPE 2)MOP SINK11SPARE NUMBERSTACKED CONVECTION OVENS-1SPARE NUMBER-WALL SHELF4-COMPARTMENT SINK11SPARE NUMBERSPARE NUMBER--SPARE NUMBER-SPARE NUMBERHOT HOLDING CABINET-5SPARE NUMBERSPARE NUMBER--DISPOSER W/ PRE-RINSE ASSEMBLY1SPARE NUMBERSPARE NUMBER--REACH-IN REFRIGERATORSPARE NUMBER3-MOBILE WORKTABLE4ICE TRANSPORT CARTWORKTABLE11COFFEE MAKERWORKTABLE W/ SINK11COFFEE GRINDER1SPARE NUMBERSPARE NUMBER--SPARE NUMBERSPARE NUMBER--SPARE NUMBER-TRASH CONTAINER HAND SINK83SPARE NUMBERSPARE NUMBER--SPARE NUMBER-SAFESPARE NUMBER1-WALL SHELFSTORAGE SHELVING1LOT4-COMPARTMENT SINK1UNDERCOUNTER REFRIGERATORSPARE NUMBER2-REACH-IN FREEZERRAPID COOK OVEN22SPARE NUMBER-WORKTABLE W/ SINKWALL SHELF11SPARE NUMBERHOT HOLDING CABINET-1SPARE NUMBER-REACH-IN REFRIGERATORROLLER GRILL W/ BUN WARMER11SPARE NUMBERSPARE NUMBER--SPARE NUMBER-62636465666768697071727374757677787980818283848586878889CUP/LID DISPENSERCOFFEE MAKER11UNDERCOUNTER REFRIGERATORMENU BOARD31COUNTER W/ PASS-THRU1SPARE NUMBERP.O.S. SYSTEM-5SPARE NUMBERSPARE NUMBER--COFFEE GRINDER1SPARE NUMBERSPARE NUMBER--COUNTERTOP POPCORN MAKER11P.O.S. COUNTER1SPARE NUMBERSPARE NUMBER--GLASS DOOR MERCHANDISER21SPARE NUMBER-SPARE NUMBERSPARE NUMBER--WATER HEATERMOP SINK11SPARE NUMBER-SPARE NUMBERSPARE NUMBER--SPARE NUMBER-BY OWNERBY OWNERBY OWNERBY OWNERBY OWNERBY MILLWORKP.O.S. COUNTERBY MILLWORKP.O.S. COUNTERBY MILLWORKBY OWNERBY PCBY OWNERFUTUREFUTURE(1 NEW - 2 FUTURE)BY OWNERNNConsultant:Project:Location:Sheet:PlanNorthTrueNorthKey Plan:2122 W. Mount Vernon Avenue | Milwaukee, WI 53233 | zastudios.com TELEPHONE [414] 4 7 6 . 9 5 0 0 FACSIMILE [414] 4 7 6 . 8 5 8 2Scale: 1/4" = 1'-0"Date:Project No.:Sheet No.:Revisions:(Owner) Project No.:No:Date:Description:FOODSERVICEEQUIPMENT PLANWOODMAN'S SPORTS &CONVENTION CENTER(WSCC)2500 Milton AvenueJanesville, WI 53545Bid Set DocumentsFS10110-4-23220025.00-10/13/2023Location:2510 Milton AvenueJanesville, WI 5354510/04/2023BID DOCUMENT SET4422 12-1-23 Addendum #2