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12-13665
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2012
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12-13665
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Last modified
8/22/2013 11:47:34 AM
Creation date
8/22/2013 11:47:33 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
12-13665
Building Department - Name
FRENCH,ROBERT & RUTH
Address
6125 9TH ST
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35�—493-785Z 10.59 28 a.m. 05—T 1-2012 3/S <br /> � <br /> /r-� ° <br /> ' �. <br /> Forcc Engit�eenng�X:Testing Inc. <br /> 79�3U It:unbteti+nud Dricc <br /> I•€uml�le,TX 77338 <br /> Compfiance Statement: The product as descilbed fn this report has demonstrated compliance wlth the <br /> Flor(da Bulld(ng Code 2010,5ections 1504.3.2,T504.7. <br /> Product Descriptian: Tuff Rib,�;"Hlb Koof Panel, Min. 29 Ga, Steel,36"Wide, through fastened roof <br /> panei over 1x4 wood purllns over one(ayer of asphalt shingles (optional)aver <br /> min.7/16"O58 or 15/32"Plywoad decking.Non-Structu�al Appllcation. <br /> Par�ei Material/Standards: Materlal; Minimum z9 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Buildi�g Code 2010 Section 1507.4.3. Paint flnlsh optlonal. <br /> Y(eld Strength: Mln.80.0 ksl <br /> Corroslon Resistance:Panel Material shali compiy with�lorida euilding Code <br /> 2010,Sectlon 1507.4.3. <br /> Panel Dlmension(s�: Thlckness: O.Q14"min. <br /> Width: 36" <br /> HIb Height: %"major rib at 9"O.C. <br /> Pane)Rallformer: MRS Metal Rol{forming Systems <br /> Panel Fastener: #9-15 x 1-1/2"NWH Woodgrip with sealing washing or appraved equal <br /> Y"minimum penetratlon through plywood <br /> Carrosion Resistance:Per Florida Buiiding Code ZO10,Section 1506.6,1507.4.4 <br /> Substrate Description: Min.lx4 No.2 SYP wood purlins over maximum one layer of asphalt shingles <br /> (optlanal)over min.7/16"OSB�or m1n.15/32"thick ove�supports at maximum <br /> 24"O.C. The 1x4 wood purlins shall be fastened to the wood ra�ers(Z4"O.C. <br /> Max)with(Z�9 x 2 Y:'Deck Scr�ws per rafter(Min(mum 17/8"embedment Into <br /> wood rafter). Deslgn of Ix4 wood purlins,058,plywood and�SB/plywood <br /> supports are dutside the scope afthis evaluation. Must be designed in <br /> accordance w/Florida Building Code 2010. <br /> Design Upiift Pressures: <br /> Table"A" <br /> Maxlmum 7otal Upllft Design Pressure: 1D1.0 psf <br /> FasteaerPattern: � 9��-S°-9"-9" <br /> Fasteaer5pacing: 24"O.C. <br /> *Desfgn Pf�ssure Includes a Safety Factor=Z.O. <br /> ,,'��titllif����', <br /> E <br /> .``�Q;E�`C �E'lyQ f��r <br /> ;,,`�;' 4 , �� N��7�r :''� /� <br /> � � ' tio.444,2� � � `'��/� <br /> � ` �(�� ;I,� <br /> t�'`�'�,��� ,kE° I,�� <br /> � � �-a • � <br /> �J f,4. 5t'A1'E OF :��� <br /> . <br /> %�p,� '�L o Rt V�`. ��`: <br /> sa�.a�r�ta �� �"S• .��.`�. <br /> iss�r�tr r,��/I��IN111{t l���� <br /> FL# 71651.z7 ttl February 22, 2012 <br />
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