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FL#: Ft 14081.1 R1 <br /> Date: 4/16/12 <br /> C�+�`� �nqinP�rinq pagert No.:�l�f 01-GB-S6P-ER <br /> Sppcic�ity Sfiructural EnqinePrfnq CBUCK,Inc.Certijtcate of Authortzation#8064 <br /> Components/Materials: Roof Panei: "GRANDBEAM" <br /> Material: Steel <br /> Thickness: 26 gauge min. <br /> Panel Width: 36"(max.)Coverage <br /> Rib Height: 7/g" <br /> Yieid Strength: 40 ksi min. <br /> Corrosion Resistance: In compiiance with FBC Section 1507.4.3 <br /> Fastener:(Panel to Support&Side laps) <br /> Type: Hex-Head Self-drilling Screw w/WSW <br /> Size : #12 x 1" <br /> Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 <br /> Standard: Per SAE 178-1979 <br /> Installation: Instaltation Method: <br /> (Refer to`TABLE A"below and drawings on Pages b-8 of this report.} <br /> • Purlin Spacing: Refer to"TABLE A"Be1ow <br /> ■ Fastener Spacing: 9"o.c. <br /> • One (1)fastener(at each purlin intersection) <br /> � Side lap Spacing: 12"o.c. <br /> (along the length of the end laps and within 3"from each end) <br /> ■ Rib Interlock: lapped <br /> ■ Minimum fastener penetration thru bottom af support,3/4". <br /> (through flange of steel purlins) <br /> TABLE"A" <br /> METHOD 1: <br /> Design Pressure: -67.5 PSF <br /> Fastener Spacing: 9�� <br /> Max.Support Spacing: 48" <br /> Side Lap Spacing; 12�� <br /> Span Condition: 3 or more <br /> Install the"GRANDBEAM"roof panel assembly in compliance with the instatlation <br /> method listed in this report and applicable code sections of FBC 2010. The <br /> instalfation method described herein is in accordance with the scope of this <br /> evaluation report. Refer to manufacturer's installation �nstructions as a <br /> supplemental guide for attachment. <br />