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<br /> G/ . � �` . ' ' %����;.1' ���' ���;W��,������� �� �l�-, �i ��a�A
<br /> Ulf�a��� . z�� _ _ .-._-_�_._�''�t���.�� �����- �������_�� ���
<br /> Gulf Coast P�R 12oo�ng Panels
<br /> Fastening Schedule for Various Wind Speeds—minimum 1/2:12 roof pitch
<br /> � VHind Speed Zone
<br /> 110 MPH 120 MPH 130 MPH 140 MPH
<br /> Roof Fastener Fastener Size Attaching to: On�Center On Center On Center On Center
<br /> Zone T e Spacing Spacing Spacing Spacing
<br /> Yp ..
<br /> ... -Woodgrip : " ' mlri.15/32 :,�-` , :-�24" _- 24°. ': .. ,-24":- :: _ 24" �
<br /> Zone..1' :.or.-- :.<. "'#9-1bx1'%a.;�. :_:,_..;.. ._ T e 1'
<br /> - ,< .woodzao� . ;:.. _ � .plywood :'.,F,,_rype�1. .;.;. .=:�TYPe:=� � �:�=�. rYPe 1.: - .�= .YP `' -..-
<br /> Woodgrip� min.15/32 i24" y2��* 12°* '�2��*
<br /> Zone 2 or � #9-15 x 1�/2 P�yWOOd Tiype i Type 2 Type 2 Type 2
<br /> WoodZac
<br /> .Woodgrip�: � � � `' ,min,15/32�„ .:;. �?��+e : _= i2n* - _'; 12"*.: 12u* '
<br /> one 3 ' "-or.�:: #9-15 x 1'/s -
<br /> . ... _ _
<br /> ..,.:-. .. ilvoodzac�. ,, .:". ._ . � ; : .1:plywood "-:�.:".,Tiype 2_ ,, ' ' Type 2 "`=:'',. Type 2 . . , � Typ`e.2 =
<br /> "'for 1x4 purlins, all spacing is 24"
<br /> Fastener pattern
<br /> Fastener pattern
<br />' TyPe 1 i Fastener patterns Type 1 and Type
<br /> 1
<br /> 2 are shown at left, row spacings are
<br /> Type 2 � I shown in the table above, and roof
<br /> zones are displayed on left below.
<br /> Figure 7 shows a simple illustration of
<br /> Zone 2 -►I a �- , the patterns. Note that fastener pattern
<br /> EaVe �- Type 2 is required at top,bottom, and
<br /> � ' a end/aps of each panel, as well as irr
<br /> ••;. .............. ..... .... .........................................:. • T
<br /> ' � additional areas according to which
<br /> roof zone the fasteners fall in.
<br /> : � : Each"zone"of the roof has its own
<br /> ..:.......................... ............. ..................:.........:... � screw requirements. Dimension a is
<br /> __________________ ____:_ a definedasl0%oftheminimumwidth
<br /> . Ridge---------- : T of the building, or 40%of the mean
<br /> . �........ ..................................................i.........;.. height of the roof,whichever is
<br /> Gable smaller; however,a cannot be less
<br /> : Zone 1 i than either 4% of the minimum width
<br /> � of the building, or 3 feet.
<br /> ..... ........... ......................................i........ Ri ge
<br /> Eave � � . - ;�
<br /> � -
<br /> Zone 3 � �_ � .° - �:�
<br /> � .�: -_, .� �=_, _ , �_ ���
<br /> � Ge.�te� - - : � , , � :. � - -. __
<br /> OSpa�in9 �; .� � .. _ - . .� _ �
<br /> _ , fI _ -- :. - _ f - -
<br /> �,. ,5 ' -. I• .o�`= _. _ , ' s � . - ,
<br /> . _ � . ` , '�., : .- _ - , `:�
<br /> . -_ � . . � , � ��� � � � � � � � ,= = - �= : � �, = . - . - -�.
<br /> over-lap_.., - - -=,. , _ � , . . . _ _ , �
<br /> side- - � � �� � f�, �
<br /> .. �� �. - � ' � � - `_ 1 - - � .- � --- � - -�..,--��
<br /> : � o ��� � � a Eave
<br /> Fig�re 7 Screws should be placed on both sides of the ribs at both eave and ridge,
<br /> and on the overlap side of the panel lap (seei Fig. 6 also).
<br /> (352) 498-0778 • 1'0ll Free (�88) 393-0335 • FAX (352) 498-7852
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