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SVCRIMP
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.13 R3
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KUHN ENGINEERING, `LLC
1.200 CLINT MOORE RD. S-0JTB),B'OCA RATON, FL 33487 F'.L COA #3Q464
LUN, FL 33487 • FL.COA#30464
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26 GA. • • ROOF PANEL OVER • •
;V FLORIDA PRODUCT APPROVAL NO. I,1651% R3
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Design.Procedure: For roofs within the,parameters listed on the load table,fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed,on the.load table, design wind loads shall be determined
for each project in accordance,with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The.maximum fastener spacing listed herein shall
not be exceeded.This evaluation report is not applicable in High Velocity
Hurricane Zone.Refer to,current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.13 R3•OCTOBER 5,2017
ENGINEEROG, LLC
1200 •• SU UE • • • 3487 FL FL 3 • a
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SUPPLY & MANUFACTURING
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD
T 7 FLORIDA PRODUCT APPROVAL NO. 1165.1.13 R3
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ENGINEER LOAD TABLE:26 Ga. SVCrimp Roof Panel over 15/32"Plywood
a' '4r Ni r1
E3ullclt� s 17�aving a„Roo��Me�n �leghi S,�2Or tfl�,hoof Slops 2 2112 12 !12 Gabletp;Roof,tNlttc�Speeds 120 n ,;,
y#,-i
1�80rrlph;Exposures Risk.Qatego�y?�! ,Eclosd Buddltig based on Flonda Bulldlg„Cole
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120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4” (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
1 ZQN ,Fr1 s f#c} 15 1 5"q yY2 PIyVGood 3a `16�'TnYPE41 y 16"71fREs1 k16 TYPE 1FI "Z6"TYPE 1 `x16,';'f YPE;11 ,16',TYPE 1� 16",°TYPE 1 1
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ZONE 2 #9-15x1.5" Plywood 16”TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
P,
rZOItE �'re #9-15kTYPE<<1 `' � ) " TYPE 2
16 TYPE 1 16 TYPE 1 16 TYPE 2 6
Rit�W`,'3.` F,�" j. ,r: r 7 sP..1°'+ff la'xU, ,sY.>r r,.zr . !.:- Se ..ev n"`Y!,, r.iul.,�.. ?'„4,)�+ { •a"i4'. >7„ .'kyr
1.)PANEL DESCRIPTION: 5V CRIMP, MIN.26 GA,,GRADE 80, 24"COVERAGE.
2.)PANEL FASTENER:#9-15X1.5” HWH WITH SEALING WASHER W/MIN. Y4" PENETRATION.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSK? 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING: MIN.Is/D"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD =0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
ZONE 2 HIP ROOF ZONE 3—,,,?, Note:Dimension(a)is defined as 10%of the minimum width of the building or
J — a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
---— — - -——-- �' — less than either 4%of the minimum width of the building or 3 feet.
RIDGE �' ' ' TYPE 1 FASTENER PATTERN
---------
,' --------- �� (1) #9-15 x 1-1/2" HWH w/Sealing Washer
ZONE1 �� \�� 12
12� G G
/------------------\�
—EAVE At Panel Lap—�
ZONE 2 GABLE ROOF
�— ----------------- a
TYPE 2 FASTENER PATTERN
RIDGE ; (1) #9-15 x 1-1/2" HWH w/Sealing Washer
+— -�-------------------- Aa
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ZONE 1
I I
\ ZONE3 VEAVE
FL#11651.13 R3•OCTOBER 5,2017