HomeMy WebLinkAboutPRODUCT APPROVAL 5V CRIMP METAL ROOFING® i °- s i 9
2160 SW Poma Drive
Palm' City, FL 34990
V,1721 872-8034. .
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Compliant with Florida Building Code 2017 (6t" ed.)
Compliant with Florida Product Approval Rule �# 61G20-3p�,
C�mpliant : Keystone Certifications ucie �0
P oduct: S 10 Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC`Sec. 1507.4.3
Yield strength: 40ksi Steel Attached to min.15/32" plywood or Wood Deck w/ min.
Attached 24" 0.42 specific gravity with screws. 24" Coverage
Coverage Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1506,1507
Fastener forMethod'i Attachment # 9-15 x 1"Hex Head w/EPDM Bonded Steel :Washer
tol penetrate 3/16" thru wood decking
Fastener for Method 2 Attachment # 9-15 x Hex Head'w/EPDM Bonded Steel Washes
to penetrate 3/16" thru 15/32"min. plywood deck or 5/8" into woodplank
Underlayment: To be,compliant with FBC'Sec.1507.1.1.
Slope: Shall be in compliance with. FBC Sec. 1507.
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Ins all Details: Table A Allowable Loads METHOD 1 : METHOD 2 FASTENER°PLACEMENT
.
DEIGN PRESSURE* 85.PSF -114 25 PSF METHOD i INRIG PEAKS
ROW,SPACING .. 12" O.C. „u 12" O'C _„ .. METHOD 2 IN PANEL FLATS
FASTENER SPACING 12" O.C. 12" O.C. • "SEE INSTALL DRAWINGS
II ,. � ,•
FASTENER SIZE: #9 #9
*ALOWABLE DESIGN PRESSURE. MARGIN OF 2 TO 1
Reference Data: HURRICANE TEST LAB #TSTID:1527
TAS11 125-03 Test # 0223-0307-01; METHOD 1 (UL 1897-041)
i , TAS-12,S-03 Test #.0223-0517-06, METHOD 2
EQ I !VALENCY UL 1897--04 IS EQUIVALENT TO LIL 1897-12 TEST STANDARD * DESIGN PRESSURE SAFETY MARIGIN 2:1
Certificate of Independence:
Lock Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distributinf, products
and r this evaluation. ,,�+tti�ttit�°; rr?rfrJ
Lock Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or. distributirlgodcrs`3df't�iiS
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iliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017
., with referenced documents submitted.
nderlayment to be compliance with current Florida Building Code 2017 6th ed., Section 1507.1.1
roducts are compliant for State of Florida product approval per Rule 61G20-3
ompliance Method: 1-D
ire classification is not part of this acceptance. Shear diaphragm values are outside this report.
II support framing compliant w/ Florida Building Code 2017, Chapters 22 for Steel, 23 for Wood and 16 for
tructural Loading. Design of support and attachment to the framing is outside the scope of this evaluation.
ule 61G20-3 allows for engineering analysis by registered/licensed others for "project specific approval" by local
uthorities, authorized by the code, and is the responsibility of others.
his report does not imply warranty, installation, recommended product use outside of this report.
ice:
- WOW plank
Faster -
- 95 Ha -Heed tad WA
EPD&I Sonded StaetV"Wrs I
l=astemn
M -15 HeX449ad Scmvs VJM
EPDM Swided StW Vfth S
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Deck,
- 9ISW or heater Plywood, or
- WOW plank
S�4, ttW Rod Panel