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2016-042 Resolution
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2016-042 Resolution
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Last modified
8/14/2017 10:46:33 AM
Creation date
5/9/2016 3:37:56 PM
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North Olmsted Legislation
Legislation Number
2016-042
Legislation Date
5/3/2016
Year
2016
Legislation Title
Bids Demolish and New Building at Site of Former Tank #1 Building at WWTP
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Panel material as specified shall be G-90 zinc -coated (galvanized) steel, <br />conforming to the requirement of ASTM A 653, Grade 50. Minimum <br />yield strength shall be 50,000 psi. <br />F. THERMAL BLOCKS: Rigid foam thermal blocks shall be cut from extruded <br />polystyrene board and 3/4 inch thick. Insulation board shall have a UL 25 flame <br />spread rating. <br />G. ACCESSORIES AND TRIM: Accessories and trim shall be fabricated from 26 <br />gauge (minimum) G90 hot dipped galvanized steel having factory applied finish. <br />Accessories and trim shall include the following items: <br />1. Contour eave trim with preformed rubber weatherseals. <br />2. Contour gable trim. <br />3. Gutters and downspouts. <br />4. Fascia and soffit trim. <br />5. Preformed corner closures. <br />6. Preformed closures to fill panel corrugations prior to installation of eave <br />and gable trim. <br />7. Door, window, and other openings subframing and trim. <br />8. Other trim and accessories necessary for a neat and finished structure. <br />9. Prefabricated roof flashings around mechanical pipes and flues. <br />2.02 CONNECTIONS: <br />A. SHOP CONNECTIONS: Shop connections shall be welded or bolted with high <br />strength bolts. <br />B. FIELD CONNECTIONS: Field connections shall be bolted with high strength <br />bolts except where field welded connections are specifically required by the <br />approved shop drawings. <br />C. BOLTED CONNECTIONS: Bolted connections shall be made with high <br />strength bolts (ASTM A325). High strength bolted connections shall be designed <br />as bearing type connections with threads in shear plane. Hardened washers shall <br />be installed over short slotted holes in an outer ply. Anchor bolts shall conform to <br />ASTM A307. <br />D. WALL PANEL CONNECTIONS TO STRUCTURAL FRAMING: Wall panel <br />connections to structural framing shall be made with self -drilling or self -tapping <br />corrosion proof screws. Provide color caps to match panel color at all exposed <br />fasteners. <br />2012.01 <br />
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