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14-14954
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14-14954
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Last modified
11/12/2014 9:11:36 AM
Creation date
11/12/2014 9:11:35 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
14-14954
Building Department - Name
ADAMS,DAVID A & MARGARET K
Address
37632 LORENA AVE LOT 127
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� <br /> _-�/�..`__� <br /> --- — ,�`.-,. <br /> �--``�--''' ,.� _.-,._�. -_._, ���_ <br /> _ I' � ` _ <br /> �f�-- � �'_`_ <br /> i�' '� ��_' _\�; <br /> � � C ' <br /> ' I <br /> �? Force Engineeting& Testing Inc. �, i <br /> 19530 Ramblewuod Drive LJ <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(sj: 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 asphaft 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 rafiter). Design of lx4 wood purlins,05B, 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: g�_g�_g•_g�� <br /> Fastener Spacing: 24"O.C. <br /> 'Design Pressure Includes a Safety Factor=2.0. <br /> ',��{f{11/���', <br /> � <br /> ���, �N�C E� ��`0,�� <br /> ;�Q.Q'� ` CENS� ,C,��. <br /> � �c.. _. .d►�,�r, _. <br /> : No.M9� • � �-�'yr <br /> � ' ;� ,� '� <br /> (I�, �•, �4 ��'-_. „ •�*, �,. __ <br /> `'.,�. ti%1^uc.-y-_- . - <br /> • �a' STATE OF :a� ,, <br /> .l <br /> . P'. <br /> ♦ <br /> s.r��ra� %�i^ FL O R 1 V P' �4'`":� <br /> � .G�.�.,� <br /> i� �ii'41'' • ' �1 a <br /> ,���O►f111�►`,`' <br /> FL#11651.2�x1 February 22, 2012 <br />
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