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(08-05-02) City Hall Improvements
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Last modified
3/28/2011 5:06:25 PM
Creation date
3/28/2011 4:25:00 PM
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CityClerk-Bids_RFP_RFQ
Project Name
City Hall Improvements
Bid No. (xx-xx-xx)
08-05-02
Project Type (Bid, RFP, RFQ)
Bid
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<br />Copyright 2003 AlA <br /> <br />MASTERSPEC Short Form <br /> <br />08/03 (R 05/06) <br /> <br />SECTION 05400 - COLD-FORMED METAL FRAMING <br /> <br />PART 1 - GENERAL <br /> <br />1.1 SUMMARY <br /> <br />A. This Section includes the following: <br /> <br />1. Exterior load-bearing wall framing. <br />2. Interior load-bearing wall framing. <br />3. Exterior non-load-bearing wall framing. <br />4. Floor joist framing. <br />5. Roof trusses. <br /> <br />1.2 PERFORMANCE REQUIREMENTS <br /> <br />A. Structural Performance: Provide cold-formed metal framing capable of withstanding design <br />loads within limits and under conditions indicated. <br /> <br />1. Design Loads: [As indicated.] [As follows:] <br /> <br />a. Dead Loads: [Weights of materials and construction] <Insert applicable dead <br />loads> . <br />b. Live Loads: <Insert applicable live loads.> <br />c. Roof Loads: <Insert applicable roof loads.> <br />d. Snow Loads: <Insert applicable snow loads.> <br />e. Wind Loads: <Insert applicable wind loads.> <br />f. Seismic Loads: <Insert applicable seismic loads.> <br />g. <Insert loads.> <br /> <br />2. Deflection Limits: Design framing systems to withstand[ design loads] without <br />deflections greater than the following: <br /> <br />a. Exterior Load-Bearing Wall Framing: Horizontal deflection of [1/240] [11360] <br />[1/600] [1/720] of the wall height. <br />b. Interior Load-Bearing Wall Framing: Horizontal deflection of [11240] [1/360] of <br />the wall height under a horizontal load of 5 1bf/sq. ft. (239 Pa). <br />c. Exterior Non-Load-Bearing Framing: Horizontal deflection of [1/240] [1/360] <br />[1/600] [1/720] <Insert ratio> of the wall height. <br />d. Floor Joist Framing: Vertical deflection of 1/480 for live loads and 1/360 for total <br />loads of the span. <br />e. Roof Trusses: Vertical deflection of [1/240] [1/360] of the span. <br /> <br />1.3 SUBMITTALS <br /> <br />A. Product Data: For each type of product and accessory indicated. <br /> <br />COLD-FORMED METAL FRAMING <br /> <br />05400 - 1 <br />
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