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15-16024
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15-16024
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Last modified
3/21/2016 10:21:48 AM
Creation date
3/21/2016 10:21:47 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
15-16024
Building Department - Name
MOAK,ROBERT & SANDRA
Address
37508 GILL AVE LOT 185
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� <br /> Force Engineering&Testing Inc. <br /> 19530 Ramblewood Drive <br /> Humble,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"Plywood decking.Non-Structural Application. <br /> Panel Material/Standards: Material: Minimum 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(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"HWH Woodgrip with sealing washing or approved equal <br /> '/a"minimum penetration through plywood <br /> Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 <br /> Substrate Description: Min.1x4 No.2 SYP wood purlins over maximum one layer of asphalt shingles <br /> (optional)over min.7/16"OSB or min.15/32"thick over supports at maximum <br /> 24"O.C. The lx4 wood purlins shall be fastened to the wood rafters(24"O.C. <br /> Max)with(2)9 x 2%_"Deck Screws per refter(Minimum 17/8"embedment into <br /> wood rafter). Design of 1x4 wood purlins,OSB,plywood and OSB/plywood <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 Spac(ng: 24"O.C. <br /> "Design Pressure includes a Safety Factor=2.0. <br /> ,`,,�IL{1�lfII��I <br /> ♦�� E�c E' �•�'�'p ��I <br /> ���' � �� ksFt'n�i <br /> n �•� , <br /> � . tJo.444� . <br /> _ . � <br /> .. P--� <br /> C�-��-��-C�.�--` * ;J� <br /> � <br /> �A• STATE aF :a+' <br /> .�'. t� . <br /> '���.t:. �''L p R I ��.'��"��, <br /> saborrto�a. �i�S• • '�' �, <br /> Yasna II� S�' . •�a���� <br /> ,,'�O f 1�11�1��� <br /> FL#11651.27 Rl February 22, 20�2 <br />
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