HomeMy WebLinkAboutPRODUCT INFORMATION1.5" SNAP LOCK 24 GA., 1611 WIDE METAL
LOAD TABLE OVER 15/32" PLYWOOD ROOF
FACTORY
Buildings having a Roof Mean Height 520'4'; Roof Slope: 2"112"-6"112" Gable or Hip Roof
Wind Speeds 140-180 mph, Exp C, Risk Category II, Enclosed Bldg. based on FLORIDA BUILDING CODE 2010
1.5" 24 GA. SNAP LOCK, 16" WIDE, CLIP SPACING
ZONE
FASTENER
SUBSTRATE
_ WIND
SPEED ZONE..
140
150
160
170
180
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ZONE 1
(2) #12-11 x 1"
PLYWOOD
24"
24"
24"
24"
24"
ZONE
(2)#.12-.11.x 1".
_
15132PLYWLYWOOD OD
P
24 „
24"
24°
24" ..
2q".
ZONE
(2)#12-1:1 x1"
1MTCDX
PLYWOOD
12"
12"
12°
6"
6"
PANEL DESCRIPTION: 1.5" SNAP LOCK, MIN. 24 GA. MSG COATED STEEL, 16" MAX WIDTH, SNAP SEAM.
PANEL FASTENER: (2) #12-11.x 1" TYPE A PANCAKE HEAD PER CLIP.
PANEL CLIP: 1500SNS FIXED CLIP - I
UM ALLOWABLE PANEL UPLIFT PRESSURE: 86.0 @24" O.C., 108.5PSF @2" O.C16.0PSF (aj 6" O.C.PRESSUREBFON S 7 STING BYFORCEENGINEERING TEST REPORT#72-0108T-07A-D. -00 E ,. I. GMIN: 15/32"THICK,-APA RATED PLYWOODD: MUSTBEDESIGNED IN ACCORDANCE WITH FBC2010.R O ERSpHLEBACH QUADRO-PLUSROLLFORMERBYMETALFORMING, INC.T A _ D ON WIND PRESSURESCALCULATED PERASCE 7-10 (Kd = 0.85) MULTIPLIED BY O.Ei PER FBC 2010,1 1 .Tn wnT CLUDEOVERHANGZONES - - -
16"
ZONE
(2) #12-11 x 1" PANCAKE TYPE A
PER CUP
1500SNS FIXED CUP
I i
T]==�a
Ridge
SCANNED
BY
St, Lucie Couf11,
a!��8fitle
o0ti �:...oea °.eyye•iy 6BD
,
6^D t' •,Y13� s �i
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ZONE 1 j Gable
i
-_______________________-1 Note: Dimension (a) Is defined as 10% of the minimum width of
the building or 40% of the mean height of the roof, whichever is
smaller, however, (a) cannot be less than either 4% of the
Eave minimum width of the building or feet.