HomeMy WebLinkAboutAPPROVED, Current - FL20378_R1_II_FL 20378.6_5V CrimpCompliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant : Keystone Certifications
2160 SW Poma Drive
Palm City, FL 34990
772) 872-8034
Product: 5 V 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 for Method 1 Attachment# 9-15 x l"Hex Head w/EPDM Bonded Steel Washer
to penetrate 3/16" thru wood decking
Fastener for Method 2 Attachment# 9-15 x 1" Hex Head w/EPDM Bonded Steel Washer
to penetrate 3/16" thru 15/32"min. plywood deck or 5/8" into wood plank
Underlayment: To be compliant with FBC Sec.1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
Install Details: Table A Allowable Loads METHOD 1 METHODZ l=ASTENER PLACEMENT
DESIGN PRESSURE* -85 PSF -114.25 PSF METHOD 1 IN RIB PEAKS
ROW SPACING 12" o.c.12" o.c.METHOD 2 IN PANEL FLATS
FASTENER SPACING 12" o.c.12" o.c.*SEE INSTALL DRAWINGS
FASTENER SIZE: #9 #9
*ALLOWABLE DESIGN PRESSURE MARGIN OF 2 TO 1
Reference Data: HURRICANE TEST LAB #TST ID: 1527
TAS 125-03 Test # 0223-0307-01; METHOD 1 (UL 1897-04 1 )TAS-125-03 Test# 0223-0517-06, METHOD 2
EQUIVALENCY UL 1897-04 IS EQUIVALENT TO UL 1897-12 TEST STANDARD *DESIGN PRESSURE SAFETY MARIGIN 2:1
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distrlbutin� products
under this evaluation. ,,,\1,H'"� rr,,,,,
,, I"'. J . L I. (� Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distrlbu!J11� � cis , det,tn1s-,.
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Limitations:
1.Underlayment to be compliance with current Florida Building Code 2017 6th ed., Section 1507.1.1
2.Products are compliant for State of Florida product approval per Rule 61G20‐3
3.Compliance Method: 1‐D
4.Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
5.All support framing compliant w/ Florida Building Code 2017, Chapters 22 for Steel, 23 for Wood and 16 for
Structural Loading. Design of support and attachment to the framing is outside the scope of this evaluation.
6.Rule 61G20‐3 allows for engineering analysis by registered/licensed others for “project specific approval” by local
authorities, authorized by the code, and is the responsibility of others.
7.This report does not imply warranty, installation, recommended product use outside of this report.
Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017
6th ed., with referenced documents submitted.