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. o���` � <br /> .-,;� >,,.a;-�;;4�-.�..: _ <.. . . , . - _ <br /> ¢ f�� '�_'B�`� �s �� {�y � Gulf����� <br /> -,'�"i`! ' yr ,����,��_ i :a�Y�a"�'�l�:Y.� "' ,'`!.`tLA'���I.��'����+..s ' ,� � � I�-� � '����� S U°P!Y & M P.Pl U F R C T U R I N G <br /> . <br /> a. r, <br /> � . � „ „ ' . . <br /> ���"�.��,... ,-- . . . . . . : - <br /> �. <br /> . <br /> , . <br /> ' =� _::.�,..�.�.,:_....._..�.--.....� ._........�.,��-.__w._M_. <br /> a <br /> �,� �� �. <br /> fi <br /> g � � • : •� • � • • r � • • e � <br /> -. � <br /> � . � � . . � � � . . . � � � <br /> r�v: <br /> ENGINEER LOAD TABLE:29 Ga. GulfRibT""Panel over 1x4 Wood Purlins over 15/32"Plywood <br /> "Buildings having a Roof„Mean Height.s 20'=0";Roof Slope,; 2"/12" - �1'Z�"/.12" Gable.or�Hip Roof;Wind Speeds 120= � <br /> 180mph,�Exposure C, Risk Category II, Enclosed Building; based on Florida Building Code�2014. � , � � � ° ' � � <br /> 120 '13� 140 150 160 770 1$Q <br /> WIIND FASTEMER <br /> SPEED (MIN.1l4" SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER <br /> Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING <br /> ZONE 1 #9-15x1.5" • 24 ,TYPE 1 24",' • � � � <br /> 1x4 Wood TYPE 1 a4",TYPE 1 24",TYPE 1 Z4",TYPE 1 � 24",TYPE 1 24",TYPE 1' <br /> Purlins � <br /> ZONE 7 #g-15ii1.5" 1x4 Wood ��u.TYp�1 z4�",tS���1 74",TYPE`t zd",NPE 1 z4",ti�pE i Z4".7Yp�1 24".TY�E 1 <br /> Purlins <br /> 1x4'Wood- <br />, ZONE 3 #9=15x1�5" ' '," 24",`TYPE 1� 24",TY,PE 1 24",�TYPE 1 24",TYPE�7 24",TYPE Z 24",TYPE 2 .24",TYPE 2 <br /> � Purlins , <br /> 7.)PANEL DESCRIPTION:GULFRIBTM, MIN. 29 GA., GRADE 98, 36"COVERAGE,3/4"TALL. <br /> 2.)PANEL FASTENER:#9-1 SX1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL <br /> 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:76.75 PSF�24" O.C.FASTENER SPACING TYPE 1 FASTENER PAITERN, 123.5 <br /> PSF�24" O.C. F,45TENEk SF�dCENG 7YF'E Z�ASTENER�,4T1`EaN B'ASEb ON 7A5 125, UL 5$6'%UL 1857 TE�TfNG. <br /> 4.)SUBSTRATE: 1X4 WOOD PURLINS OVER MIN.15/�"THICK PLYWOOD.WOOD PURLINS ATfACHED TO PLYWOOD W/MIN. 8D X 2�/�" <br /> RING SHANK NAILS AT 4" O.C. PURLINS AND PLYV1lOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 <br /> 5.)ROOF SLOPE:ON ROOF SLOPES LE55 THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. <br /> 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING <br /> CODE 2014 <br /> �;,TtlN�T HIP ROOF ZONE 3 �ai Nooe:Dircrensian(a)is defined as 10%of�he minimum w'rdth of the building or <br /> , � ._ .,�a 40!o of the mean height of the roof,whichever is smaller,however,(a)cannot be <br /> ���-----------------;- -�` lessthan either4%of the minimum width of the building or 3 feet. <br /> l . � i i <br /> \`��� � RIDGE i� '�� TYPE 1 FASTENER PATTERN <br /> � ��y �� `_ __ �� ��� i 1 x 4 Wood Purlins @ 24"O.C.Attached to Plywood with <br /> � � � � (1)8d x 2.5"Ring Shank Nails @ 4"O.C. At Panel Lap <br /> � ;' �---------,� � 9�� 9�� <br /> � �/ i� ZONE1 \� \• � � — —� <br /> 'i � �'`�` - - - - - - - - - <br /> i <br /> �------------------�� <br /> (1)#9-15 x 1-1/2"w/Sealer Washer Min.i5132"Piywood <br /> �-EAVE 9"-9"-9"-9'Fastener Pattern @ 24"O.C. <br /> ��Z GABLE ROOF 1a'r TYPE 2 FASTENER PATTERN <br /> �---C-------�---------i- �a 1x4WoodPurlins@12"O.C.AttachedtoPlywoodwith <br /> � � \ i (1)8d x 2.5"Ring Shank Nails @r 4"O.C. <br /> �R�GFiE j ��.EJ����.JFu�v.J�H��.rJu <br /> ;-----�------- -------�- �a <br /> i----------------------� --��a <br /> i`�\ ZONE 7 ' (1)#9-15 x 1-1/2"w/Sealer Washer Min.15/32°Plywood <br /> i 6.5°-2.5°-6.5"-2.5"-6.5°-2.5"-6.5"Fastener Pattem @ 24°O.C. <br /> +- ----------------- <br /> . - <br /> \ �ONE3 -EAVE <br /> FL# 11651.�5 R2•JUNE 15,2�15 <br /> #� - -r^ - •- r �y nsr- t��- ' r- �.-r � , '-'�. : "t-7� , <br /> ; i� rY ��Q ,�'�".Y�� ti.,^t���+rt'7��}�i�� �i��§�lr����'.fJ i���f ,�� n�'.a� <br /> , <- - .e..��l�iw�u '�'rL v+ 4 �'4U n — uy �, <br /> ....�i�.u.::.,�J�L..a:�..5. <br /> � ` <br /> ! ! i� ' $ <br />