HomeMy WebLinkAboutPRODUCT REPORTSCANNED;
St Lucie County
Product Report �anufacturer- :Extreme.MetalFabr'icatorsLLC.,
JAN 11 2018 2160 SW Poma Drive
Palm City, FL 34990
ST. Lucie County, Permitting 772 872-8034
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Metal' Roofing Panel Corrosion
BUIL.I !r,1-- DIVISION
Eon edmen
F1EV1EVb'ED BY
DATE l- 22-��
PLATvw ,vh,D P AMIT
MUST BE: KE! T C,-� JOB OF?
N01!JSPEC'i•I �I � S MADE
*`CRf -Cow . 1 CA'7
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 1"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
4
Slope: Shall be in compliance with FBC Sec. 1507.
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
FASTENER PLACEMENT
DESIGN. PRESSURE"
ROW SPACING /
-85 PSF
-114.25 PSF
METHOD l IN RIB PEAKS
12" Q.C. _ _
12�� O.C.
METHOD 2 IN PANEL FLATS
`SEE INSTALL DRAWINGS
! FASTENER SPACING /
_FASTENER SIZE:
12" O.C.
#9
12" O.C.
#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
TAS-125-03 Test # 0223-0517-06, METHOD 2 (UL 1897-04 )
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 distributinn prodtlCf3
under this evaluation. ,�t�tti�it�ti I �p 6d
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distribuEing¢odcts`,ldef-i�iis
report.
THESE PLANS AND ALL PPOPOSPD WORK
ARE Sih- (TM TIONS
n E 0 U I R E 0, My F4V 101WX—)PG'11'1-S 'r�iAT
MAY UP lNECESSAi lY E4 0fwr-.R'To
c014P>.Y WITH ALL Aa111' UCA_20 WOES,
CONCFAAIED FASTENS OR ATTAME T�
ARE THE
RESPONSI6IL"OFTHE ,0 ; O-TATE OF
CONTRACTOR OF RECORD 4 p • J
Plnl �;►�
Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017
61hed., with referenced documents submitted.
Limitations:
1. Underlayment to be compliance with current Florida'Building Code 2017 6a' ed•, Section 1507.1.1
2. Products are compliant for State of Florida product approval per Rule 611320-3
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.
Fsiefnria'c _
I &32' or greater PiyuV . or
Wood plank
Faetcnerc - ;
-15.132" or greatef Plymbd, or
- Wood plank