HomeMy WebLinkAboutTYPICAL PANEL INSTALLATIONPANEL OVERLAP
— 5V—CRIMP
SEE DETAIL 2 / -SEE DETAIL 1
ID
FASTENER AT PANEL —FLAT
REQUIRED FOR PANEL
ENDS ONLY. fI
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PANEL PER ALLOWABLE
;MINIMUM ATTACHMENT:Eld PRESSURE TABLE ON THIS SHEET.
x 2.5" LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED
OR #8 x 2" LONG WOOD SCREWS
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AS PER MANUFACTURER'S INSTALLATION
SPACED ® 6" O.C. IN THE FIELD
GUIDELINES
_
& AT EDGES
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
UNDERLAYMENTJ
DETAIL 1
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
;`'MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
SV-CRIMP
MIN 25 GA.
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
5V-CRIMP
MIN 26 GA.
■
SIGN UPLIFT
PRESSUR
FASTENER
"PRESSURE
SPACING
(PSF)
(IN)
36
30.0
6
172.5
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GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
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FLORIDA BUILDING CODE (FBC).
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2. ROOF PANELS SHALL BE MIN. 26'GA. (t = 0.019"). EFFECTIVE COVERING
{
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
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SPECIFIED ON THIS DRAWING.
FOR EACH PROJECT. THIS
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
THIS
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ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
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BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
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REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT
DETAIL 2 I OSB 7/16" THICK (MIN.) OR -
PLYWOOD 15/32" THICK (MIN.) sneer rw.
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Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-617-02-01, Reporting Date 9/20/13
FL 14645.4-R2
-- C2010-4
3.27.15
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