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TUFF-RIB 26 GA. GULF <br /> LOAD TABLE OVER 1 x4 WOOD PURLINS COAST <br /> Buildings having a Roof Mean Height<_ 20'-0"; Roaf Slope:2"/12"-G°i12"Gable Roof <br /> Wind Speeds 110-140 mph, Exp C, I = 1.0, based on FLORIDA BUILDING CODE 2007 <br /> TUFF-RIB 26 GA. FASTENER SPACING <br /> WIN SPLED ZONE <br /> ZONE FASTENER SUBSTRATE 110 q . 130 140 <br /> ON CENTER O ON CENTER ON CENTER <br /> SPACING SPACING SPACING <br /> ZONE 1 #9-15 x 1-1/2° �X4 WOOD 24" � � ` 24" 24" <br /> PURLINS <br /> ZONE 2 #9-15 x 1-1/2° 1x4 WOOD 24° 24" 24" <br /> PURLINS <br /> , <br /> ZONE 3 #9-15 x 1-1/2° �x4 WOOD �2„ '� ' �2a �2" <br /> PURUNS <br /> 1)PANEL DESCRIPTION:TUFF RIB,MIN.26 GA.,3/"TALL RIB.36"WIDTH. <br /> 2)PANEL FASTENER:#9-15 x 1-1/2"HWH W/WASHER. <br /> 3)PANEL ROLLFORMER: MRS METAL ROLLFORMING SYSTEMS. <br /> 4)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 109.25 PSF Q 24'O.C., 164.25�12`O.C.BASED ON UL 580fUL 1897 TESTING <br /> BY FORCE ENCtNEERiNC TEST REPORT#117-0062T-0�D,E. <br /> 5)PLYWOOD DECKiNG: 1x4 WOOD PURLINS OVER MIN.15/32'THICK PLYWODD. MUST BE DESIGNED IN ACCORDANCE WITH FBC <br /> 2007. <br /> ALLWORKSHODESO LOR'IDAI�ILD��r <br /> pREVAILING C <br /> STANDARD PATTEFtN CODE,NATION RHILLS ORDI?�(ANCES T, <br /> CI"I'Y OF ZEPHY ��T�� <br /> 9' 9' 9' 9' FOR U6E ON SLDPES <br /> �ss n�x�z <br /> �"�°'`� <br /> �-�—,s. , �n-� . <br /> ���M-; -� . � �1 <br /> ;��`� : � - <br /> x�'s.,� ���t�es�oee9 <br /> �ar°�� �•°�NGE E. t,`,'••, <br /> a ♦ .....� �'V �i <br /> ZONE 2 � �� Q-Q.•'�G E N S'�� �: <br /> ��� y� F . . <br /> . � <br /> �a o ; No.4�92 • <br /> . <br /> ------ ---------------------------------� o - <br /> � i • d <br /> o • . � <br /> i i � : F •�'. <br /> � STA .�� <br /> i � • . <br /> � i <br /> . L' <br /> i Ridge � Gable ' ��P ���o <br /> •.� O R .• <br /> F •• • C� • <br /> � ----- ---------------------� .... . <br /> �----------- � � �.,�SS�ONA4�,���. <br /> ----------------------------------------, <br /> � � NOV p $ ZDOS <br /> i ZONE 1 � <br /> i i <br /> -�' ___________________� Note:Dimension(a)is defined as 10%of the minimum width of <br /> --- ---------------- <br /> the building or 409'0 of the mean height of the roof,whichever is <br /> smalter,however,(a)cannot be less than either 4%of the <br /> ZONE 3 Eave minimum width of the building or 3 feet. <br />