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Attachment C - Biddding Specification 1-23-25
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Bids-RFQ-RFP
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(25-01-01) City Annex Building Construction Renovations
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INVITATION TO BID 25-01-01 CITY ANNEX BUILDING CONSTRUCTION RENOVATIONS
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Attachment C - Biddding Specification 1-23-25
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2/20/2025 9:22:18 AM
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2/20/2025 9:18:50 AM
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CityClerk-Bids_RFP_RFQ
Project Name
City Annex Building Construction Renovations
Bid No. (xx-xx-xx)
25-01-01
Project Type (Bid, RFP, RFQ)
Bid
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THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 092423-9 <br /> <br />Phone: 404-346-3666; Fax: 404-346-3119; Email: ________; Web: www.stocorp.com <br />B. Substitutions: Not permitted. <br />C. Requests for substitutions will be considered in accordance with provisions of Section 01 <br />60 00 - Product Requirements. <br />2.2 PORTLAND CEMENT STUCCO <br />A. Basis of Design: Insulation outbound of sheathing for frame wall construction as supplied <br />by the Sto Corporation. (S5071x - StoPowerwall) <br />B. Basis of Design: Insulation inbound of sheathing for frame wall construction as supplied <br />by the Sto Corporation. (S5071i - StoPowerwall) <br />C. Basis of Design: Metal plaster base on concrete, concrete masonry (CMU), and frame <br />wall construction as supplied by the Sto Corporation. (S504 - StoPowerwall) <br />D. Basis of Design: Metal plaster base on concrete, concrete masonry (CMU), and frame <br />wall construction as supplied by the Sto Corporation. (S505 - StoPowerwall) <br />E. Design Requirements: <br /> <br />1. Structural: Wind and axial loads. <br /> <br />a. Design for maximum allowable deflection, normal to the plane of the wall <br />of L/360. <br />b. Design for wind load in conformance with building code requirements. <br />c. Refer to applicable ICC ESR for wind load limitations that may apply. <br /> <br />2. Structural: Wind and axial loads. <br /> <br />a. Maximum allowable deflection normal to the plane of the wall to be <br />L/360. <br />b. Wind Load: Conform with code requirements. <br />c. Metal Framing: 18 gage (0.043 mil) or heavier, maximum 1-5/8-inch (41 <br />mm) flange width, cold formed steel stud framing per AISI Standard <br />S200-07. <br />d. Maximum Stud Spacing: 16 inches (406 mm) on center. <br />e. Sheathing: 5/8-inch (19 mm) glass mat faced gypsum sheathing per <br />ASTM C1177. <br />f. Insulation Board: Minimum 1 inch (25 mm), maximum 2-inch (51 mm) <br />XPS (extruded polystyrene) insulation board per ASTM C578 Type IV <br />requirements. <br />g. Drainage Mat: Maximum 1/4 inch (6 mm) thick tangled filament nylon <br />core with fabric facing. <br />h. Metal Lath per ASTM C847: Minimum 2.5 lbs. per sq yd (1.4 kg per sq <br />m) self-furred galvanized steel diamond mesh metal lath. <br />i. Lath Fasteners and Plates: Corrosion resistant fasteners per AISI S200 <br />and ASTM C1513 with minimum three thread penetration beyond steel <br />framing members, and minimum 1-1/4-inch (32 mm) corrosion resistant <br />lath plates. <br /> <br />1) Minimum Fastener Size and Length:
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