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15-16178
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15-16178
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Last modified
3/21/2016 2:41:18 PM
Creation date
3/21/2016 2:41:18 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16178
Building Department - Name
JOHNSON FAMILY LIV TRUST
Address
38817 10TH AVE
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f �' <br /> � <br /> Force Engineering&Testing Inc. <br /> 195301tamblewood 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 /> Produtt Destription: TufF Rib, %" Rib Roof Panel, Min. 29 Ga. Steei,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"Ptywood 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 /> %"minimum penetration through plywood <br /> Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 <br /> Substrate Description: Min.lx4 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 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 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 /> Maxfmum 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 /> `,��\{L{111/JI��I <br /> ♦`� �N C E' �•hp��i <br /> :�,�a'��' 1 �E N s F <�',�i <br /> : '<' �'�l <br /> [ � . NO.44➢� ( �.�� ��if� <br /> = �� �� ,p � *L.. `�t ��` � <br /> i <br /> r ���uvY`'tJ_' • �/ <br /> �'�' STAIE 4F ;a+ <br /> r�'. t� r <br /> '�a�`• FZdRI �A ��.` <br /> saborrHee. •�FS• . •�'S,�t• <br /> OAA. <br /> r�sm �l�i��N�«��?�``` <br /> FL#11651.27 Rl February 22, 2012 <br />
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