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14-14982
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2014
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14-14982
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Last modified
11/12/2014 9:29:02 AM
Creation date
11/12/2014 9:29:01 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
14-14982
Building Department - Name
COOPER,JOHN & BETTY
Address
37510 NEW HORIZONS BLVD LOT 72
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- � <br /> _ ,,_ __, -� <br /> _- - — _ - <br /> ___ ,. - _ <br /> ;��, �� ; � <br /> � � <br /> i� i <br /> , , ; <br /> Force Engineering & Testing Inc. � � <br /> �� 19530 Ra�nbleu�uod Drive � <br /> Hum61e,TX 77338 <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2010,Sections 1504.3.2,1504.7. <br /> Product Description: Tuff Rib, %" Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof <br /> panel over 1x4 wood purlins over one layer of asphalt shingles (optional) over <br /> min.7/16"OSB or 15/32"Piywood decking. Non-Structural Application. <br /> Panei Material/Standards: Materiai: Minimurn 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2010 Section 1507.4.3. Paint finish optional. <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building Code <br /> 2010,Section 1507.4.3. <br /> Panel Dimension(sj: Thickness: 0.014"min. <br /> W idth: 36" <br /> Rib Height: %"major rib at 9"O.C. <br /> Panel Rollformer: MRS Metal Rollforming Systems <br /> Panel Fastener: #9-15 x 1-1/2"HWH Woodgrip with sealing washing or approved equal <br /> '/<"minimum penetration through plywood <br /> Corrosion Resistance: Per Florida 8uilding Code 2010,Section 1506.6, 1507.4.4 <br /> Substrate Description: Min.lx4 No.2 SYP wood purlins over maximum one layer of asphatt shingles <br /> (optional)over min.7/16"OSB or min. 15/32"thick over supports at maximum <br /> 24"O.C. The 1x4 wood purlins shall be fastened to the wood rafters(24"O.C. <br /> Max)with(2)9 x 2%:"Deck Screws per rafter(Minimum 1 7/8"embedment into <br /> wood rafter). Design of lx4 wood purlins,OSB,plywood and OSBJplywood <br /> supports are outside the scope of this evaluation. Must be designed in <br /> accordance w/Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 101.0 psf <br /> Fastener Pattern: 9��_9��_9�._9» <br /> Fastener Spacing: 24"O.C. <br /> "`Design Pressure includes a Safety Factor=2.0. <br /> ,`��,��1����,��� <br /> ���� ti�•c E' �•�'p ��i <br /> ; �Q' � C E /�,s !�i. <br /> :h�' � _ � •ce: <br /> r " No.4�9�� . f ���;! <br /> . • . i�, - <br /> • {" !,*tir '/F _ <br /> � �, -- <br /> _ ,:;'A1 :�fi��.;� s , yk�--- <br /> �. _ _ <br /> '" 'O' STA7E OF :a�, <br /> i 7�'. <br /> %,.�"�:.FL O R 1 �p' •�``'��: <br /> sw.� ��,;s;. . . ��G•�,,`� <br /> FL#11651.27 Rl ,,,�o�������,,` <br /> February 22, 2Q12 <br />
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