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TUFF-RIB 26 GA. GU�F <br /> LOAD TABLE OVER 1 x4 WOOD PURLINS �OA S T <br /> ; <br /> � Buildings having a Roof Mean Height_< 20'-0"; Roof Slope. 2"/12" -6"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 /> ; WIND SPEED ZONE <br /> i ZONE FASTENER SUBSTRATE 110 120 130 140 <br /> ' OtJ CENTER ON CENTER ON CENTER ON CENTER <br /> � SPACING SPACING SPACING SPACING <br /> ZONE 1#9-15 x 1-1)2" �x4 WOOD 24�� 24" 24" 24" <br /> PURLINS <br /> � ZONE 2#9-15 x 1-1/2" 1x4 WOOD 24�� 24 24'� 24�� <br /> PURLINS <br /> � ZONE 3#.9-15 x 1-1/2" � x4 WOOD � 2„ 12 � 2 � 2 <br /> PURLINS <br /> i <br /> � 1) PANEL DESCRIPTION: TUFF RIB, MIN 26 GA., 3 / 4 " TALL RIB, 36" WIDTH. <br /> I 2) PANEL FASTENER: #9-15 x 1-312" HWN W/ WASHER. <br /> � 3) PANEL ROLLFORMER: MRS METAL ROLLFORMING SYSTEMS <br /> ' 4) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 109.25 PSF @ 24" �.0 , 164.25 @ 12" O C BASED ON UL 580�UL 1897 TESTING <br /> i BY FORCE ENGINEERING TEST REPORT #117-0062T-070. E. <br /> � 5) PLYWOOD DECKING: 1 x4 WOOD PURLINS OVER MIN 15/32" THICK PLYWOOD MUST BE DE5IGNED IN ACCORDANCE WITH FBC <br /> 2007 <br /> �TANDA PATTERN <br /> ' CANINRlOUS TAPE SEK <br /> S' 9 ' 9 ' 9' FOR USE ON AOPES <br /> L£55 TMQ7 3:12 <br /> � `-i9-75 . 1 1/2' N�OODGRlP <br /> '`i �1itE > ifl: 3rl <br /> �66tHOtFl��di ti�� �C'E F, � .�� <br /> ZONE 2 a +�xD�.A. .�� Q ' ' . . ` • .✓���!. <br /> � '� � : �`, � G E N� •� < ; <br /> „ '. <br /> : �.�.` �'\ fi � � ' <br /> � ., . �.� ;y � �; ° 2 � <br /> ------ --------------- � <br /> Ii ---------- --------f- „ „ , <br /> i o .*� <br /> ; � � • _ <br /> � , � = � S i �. Oi' • L � / : ` <br /> • v i <br /> i ftidge ; Gable "' � P •' `'�; <br /> � <br /> i � • � � � <br /> . <br /> j----------- ----- ------------------ � � � R�.. ���� <br /> ----! <br /> � �a �`� ,`�IONALE;.�'� <br /> i <br /> __�_�________�___���.�_����_� <br /> ____"'__"- <br /> ���1y�E1t� <br /> i � <br /> , i ZONE 1 i �'ti�� �} � �{�[� <br /> � i <br /> i � � <br /> -�--- ------------------------------------� Note: Dimension (a) is defined as 10% of the minimum width of <br /> the building or 40% of the mean height of the roof, whichever is <br /> smaller, however, (a) cannot be less than either 4 of the <br /> ZONE 3 Eave minimum width o( the building or 3 feet. <br />