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<br /> - Gulf Co�st �ff Id�b° Roofing Pane�s
<br /> Fastening Schedule for Various Win Speeds—minimum 2:12 roof pitch
<br /> ' Wind Speed Zone
<br /> 11 MPH; 120 MPH i30 MPH 140 MPH
<br /> Roof tener On Center On Center On Center On Center
<br />� Fas ste e Size .
<br /> Fa n r . Attaching to. 'n S acin
<br /> Zone T e S acin S acin S aci g p g
<br /> YP. J p 9 P.
<br /> "�lY�';ir- �•'>.,•r:�tr. rty is ��>i°L:;r:i4K.' �.-.yr... �,. �. 3`,1. ..�. ���;�:.;;,
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<br /> � ;t� 9�. t�y s;,:"` >��,;i �t1'y�f'�132==,?• :,�-:s� Q���/'�.- _ 3, .,�.��2� �;:��;.
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<br /> ��.�:.%G8�9D(7G11�� _%„1,�3_;k:S,r_�e', _ :i:l�%���Q�.-.��l�: �`�2._ :a�'('�-.gv_se,`'�`�l'S :�.�i;!`✓�.�•Ux:}#. .�;j'e �.;..:_;•'—.-�'�c�.J�;�'_i?
<br />, Woodgrip� ~ �• -. :� min.15/32 ,4" 24" • 24" 12"*
<br /> Zone 2 or � #9-15 x 1�/z � Wood e 7 ` T e 1 T .e 1 T e 2
<br /> WoodZac P.Y P YP YA YP
<br /> ;� . .a :,i. ,ay a ,�y. ca��TG•.Y<�'���r�` �� �...r�.
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<br /> 'Y� -�.fE �.'_.
<br /> �� � �"��,;�: ���r,a�'�#�� ,�s-;^ ,,����'_�.:€.. �row�� -��r. - .i:,.T°T���''v��a�f;=�'-�..�i���y�'ri'":
<br /> =-„'��.'.r'� `'t�_`�,i'�.:.�,y�:if�;+r'�-",?#;�::�'C'.i:;•,�.e�F�����yO (r�''':' "��;��_.p,�-s�. j�qg@1. ..:t;�,`"�� ;�C+�+.�.��"'�',t�,c_::?"i'-:
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<br /> r•P'
<br /> j *for 1x4 pu,rlins, all spacing is 24" �
<br /> i
<br /> Fastener pattern �
<br /> Fastener pattern
<br /> Type 1 Fastener patterns Type 1 and Type
<br />' � 2 are shown at left,row spacings are _
<br /> Type 2 shown_in the table above,and roof
<br /> zones�are displayed on Jeft befow.
<br /> Figure 7shows a simple illustration of
<br /> . Zone 2 -►i a �-� the patterns.Note that fastener pattern
<br /> Eave ;. a Type 2 is required at fop,botfom,and
<br /> - ��' �. end laps of each panel,as well as in
<br /> ..................... .............................. .....�,..
<br /> additional areas according.to which .
<br /> �; roof zone the fasteners fail in.
<br /> ;; � Each"zone"of the roof has its own
<br /> •••••••••""" ' �" a screw requirements. Dimension a is
<br /> ------------------Ridge--------- --;T- -� definedasi0%oftheminimumwidth
<br /> of the building,or 40%of the mean
<br /> "'""'""'������������������������������������������� ���� ���� heightoftheroof,whicheveris
<br /> Zone 1 ;Gable� smaller;however, a cannot be less
<br /> ,,.
<br /> �:
<br /> than either 4%of the minimum width
<br /> .,,. ................................................ ..... of the building,or 3 feet.
<br /> .
<br /> Eave Ridge
<br /> , + :n' _7 y. '`�,,.
<br /> n f' n
<br /> .�
<br /> � . .
<br /> . .
<br /> Zone 3 �:�
<br /> �
<br /> . ��
<br /> {er �; � � .�f _ .,.� �+;�� -�;�_. �y�
<br /> - en ��, sr- - .,��,>-�.�
<br /> . . . - � ._:<' ��.� ��
<br /> C .�� .�,: :,. "�� - :�f`
<br /> ... � _ 1�-, ,i
<br /> � � (1 . , �' �?;.:' ;r,-� �;� -.P. =`�',. � �<�,
<br /> � � I ,; ,�. ��• ;�_�.=�:....,�< �:�J,;:;��.
<br /> (�G � R� .,�� :.r..
<br /> _ �7f 'y, - _r�`;�'�. -:µT e-�;��� y� ~,z�`.;<za..
<br /> :if'::T. '� :zP ''C - '�
<br /> SP _;., : �;�.:� � -
<br /> . ti..� _ F
<br /> L �:i.
<br /> .'
<br /> :�i
<br /> r. .-.�'
<br /> ,�.Si''..- - � �'j�ti f?.
<br /> _ - f � �'Pr;'+
<br /> y
<br /> �' _
<br /> Figure 7 Screws should be Placed on both s des of#he ribs at 6oth eave and r'idge, Eave
<br /> and on the overlap side of anypanel laps.
<br /> :.
<br /> (352) 498-0778 % TO(I �F��e (�� } �93=0335 • FAX (352) 498-7852
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