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14-15641
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14-15641
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Last modified
8/27/2015 9:24:09 AM
Creation date
8/27/2015 9:24:09 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
14-15641
Building Department - Name
NOVIKOFF SR,JOHN M & MARGOT M
Address
38121 5TH AVE
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�� <br /> Force Enb neeri g&Testing Inc. <br /> 19530 Ram lewood Drive <br /> Humble TX 77338 <br /> Compliance Statement: The product as d scribed in this report has demonstrated compliance with the <br /> Florida Building C de 2010,Sections 1504.3.2,1504.7. <br /> ProduCt DesCription: Tuff Rib, %" Rib R of Panel, Min. 29 Ga. Steel, 36" Wide,through fastened roof <br /> panel over 1x4 w od purlins over one layer of asphalt shingles (optional) over <br /> min.7/16"OSB or 15/32"Plywood decking.Non-Structural Application. <br /> Panel Material/Standards: Material: Minimu 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building C de 2010 Section 1507.4.3. Paint finish optional. <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resista ce:Panel Material shall comply with Florida Building Code <br /> 2010,Section 150 .4.3. <br /> Panel Dimension(s): Thickness: 0.014"min. <br /> Width: 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"H H Woodgrip with sealing washing or approved equal <br /> %"minimum pen ration through plywood <br /> Corrosion Resista ce:Per florida Building Code 2010,Section 1506.6,1507.4.4 <br /> Substrate Description: Min.1x4 No.2 SY wood purlins over maximum one layer of asphalt shingles <br /> (optional)over mi .7/16"OSB or min.15/32"thick over supports at maximum <br /> 24"O.C. The ix4 ood purlins shall be fastened to the wood rafters(24"O.C. <br /> Max}with{2)9 x %:'Deck Screws per rafter(Minimum 17/8"embedment into <br /> wood rafter). Design of lx4 wood purlins,OSB,plywood and OSB/plywood <br /> supports are outsi e the scope of this evaluation. Must be designed in <br /> accordance w/FI rida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Upli Design Pressure: 101.0 psf <br /> Fastener Pattern: 9"-9"-9"-9" <br /> Fastener Spacing: 24"O.C. <br /> �"Design Pressure incl des a Safety Factor=2.0. <br /> ,>>��11{III�jj'', <br /> �`� �N C E'F•k'p ��i <br /> �,��:'�� 1 �ENS� `��,,' <br /> � . Na.444 .��. <br /> = • � �--- -£--J <br /> � ,�,��-= * � �- <br /> ���: : - <br /> w ti, <br /> ��' STA7E aF :a+ <br /> � P'. t� � <br /> ''%a'�• �Z,4 R I �4' •�``'��• <br /> sa»orr�w �� E'S• 'ti ♦ <br /> ��n ,�r���dh��ti��?G`,, <br /> FL#11651.27 Rl February 22, 20�2 <br />
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