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14-15018
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14-15018
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Last modified
3/16/2015 8:39:14 AM
Creation date
3/16/2015 8:39:13 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
14-15018
Building Department - Name
BARTSCHT, DALE & BEVERLY M
Address
37748 NEUKOM AVE LOT 3
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'T'- <br /> -' _,- �-- - <br /> ,_ — ► - --_ <br /> , __ '- <br /> - , - �_ - <br /> � <br /> � ' � � � � <br /> I 1 : <br /> � ,'� Force Enginee�i-ing &Testing Inc. �: 4 <br /> -� 1953d Ramblrwuud Drivc " <br /> Hu�Y�ble,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 lx4 wood purlins over one layer of asphalt shingles (optional) over <br /> min.7/16"OSB or 15/32"Plywood decking. Non-StructuraC 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 /> W idth: 36" <br /> Rib Height: %"major rib at 9"O.C. <br /> Panel Rollformer: MRS Metal Rollforming 5ystems <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 lx4 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,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 Uplik 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 /> ,,,��{fslllfil/�/ <br /> �.`' ft�•�E• �•�p '�, <br /> � Q:�1„ � C � NSt` �^`�i <br /> :,��. .�► . <br /> ,� '� . <br /> � No.41D,� �yi �_ fy, <br /> . <br /> ,. • , • r:i <br /> „ . , l. -,,,� _ <br /> � �� :� � *t___ _ .* ;. <br /> L:���k'.1'`'t_'_ . <br /> � � : <br /> �'°' STATE Of :a�' <br /> i �� F � � <br /> •,�" LoRI �'P► •�``.` <br /> sr„Arra„ ,�t"S•, .�'�,`�� <br /> r�c,n ,f����1�11�►���� <br /> FL#11651.27 Rl February 22, 2012 <br />
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