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07-E T-Hangar Contract Award
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August 13, 2001
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07-E T-Hangar Contract Award
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Last modified
11/8/2005 11:24:25 AM
Creation date
8/10/2001 12:18:24 PM
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AGENDA
Item Number
7-E
AGENDA - Type
RESOLUTION
Description
Award Bid - T-Hangar Construction
AGENDA - Date
8/13/2001
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2.7 WALL PANELS <br /> <br /> A. Wall sheet shall be 26 ga. galvalume coating conforming to ASTM specification A446 with a <br /> siliconized polyester coating. Panel configuration shall be l-l/8" min. major ribs 12" on center. <br /> Wall sheet shall be furnished full height. Color to be chosen by the Owner from manufacturer <br /> supplied standard colors. <br /> B. Siliconized polyester coating shall be as provided by Dexter Midland Division, The Dexter <br /> Corporation, and shall be Dexstar 850 and conform to ASTM D-$23-67 (72) (1), ASTM D- <br /> 2794-74, ASTM D-965, ASTM D-2247-68, ASTM B-117-68. <br /> <br />2.8 PARTITIONS <br /> A. Partition sheet shall be 29ga. galvalume. Panel configuration shale be full height. <br />2.9 TRIM AND CLOSURES <br /> <br /> A. Building trim shall include cave trim, gable trim, comer trim, service door trim, sliding hangar <br /> door trim. All trim shall be 26 ga. and manufactured of fiat stock material equal in quality to <br /> wall sheets and color as selected from manufacturer's standard color chart. Trim pieces shall be <br /> packaged for shipment at factory. <br /> <br /> B. Roof caulking shall be at all roof sheet side laps and at pre-formed ridge caps. Roof caulk shall <br /> be a tape sealant type and shall be pre-formed butyl rubber base and shall be supplied as a 3/16" <br /> x 3/8" extruded shape. <br /> <br /> C. Inside and outside semi-rigid cross-linked polyethylene foam closure shall be provided as re- <br /> quired to provide a bird proof building. Inside closure shall be self-adhesive. <br /> <br /> D. Fasteners provided as follows: 1. Roof fasteners shall be #12-14 x 1" Atlas Ultimate zinc-alloy head on carbon steel shank, <br /> hex head, with dual seal washer. <br /> 2. Roof stitch screws shall be #12 x ~" A.B. Atlas Ultimate zinc-alloy head screws with <br /> washers. <br /> 3. Wall fasteners shall be #12-14 x 1" hex head color match self-drilling sheet metal screws <br /> with washer. <br /> 4. Wall sheet stitch screws shall be ¼"-#14 x 'A" hex head color match self-drilling lap <br /> screw with washer. <br /> 5. Partition sheet fasteners shall be # 12-3/4" hex head zinc plated self-drilling screws. <br /> 6. All sheet metal screws shall be installed as shown on building manufacturer's erection <br /> plans. <br /> <br />2.10 BUILDiNG DESIGN <br /> <br /> A. Design loads shall be as stated herein. 1. 1994 Standard Building Code, or as adopted by City of Paris. <br /> 2. Live/Snow load: 20 psf. Allowance for unbalanced and drift loads <br /> 3. Dead Loads: Self weight of metal hangar building system plus 10 psfallowance for col- <br /> lateral loads. <br /> 4. Wind Load: 70mph <br /> <br /> B. Design calculations, drawings and documents shall contain information requested for permits <br /> and approval and sufficient information for building erection. <br /> <br />City of Paris, Texas 13125 - 7 T-Hangar Building <br /> <br /> <br />
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