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Product'rxn1al hnnu>Pr^duc or Acpl`calLpn Se'+rh>Ago4cation tist,b Application Detail D[C 1 2.2019
ei FL# FL17022-R7
��- 5T. Lucie County, Permitting
Application Type Revision
CodeVersion 2017
Application Status Approved
Comments 08/18/2017v,date reapply 08/21/17
Archived
Product Mahufacturer Extreme Metal,Fabricators,LLC
Address/Phone/Ema31 2160'SW Roma.Drive
Palm City,FL 34990
(772)872-8034 File ile C ops r
fivalidation@yahoo.com jr
Authorized.Signature Richard Mn@ya n /� /�`4 /.
fivalidation@yahoo.com (-�4t] �111 !/'1
4
Technical Representative Richard McKuhen �I WAD FOR
AddresS(Phone/Ema31 2260$W PFL 3
Palm City,FL 34 9 �[�v�„D E COMPLIANCE®MPLIANCE
(772)872-8034
richard@emfab.nST. i U IE COU
TTY
Quality Assurance Representative E� ����4.
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida'Professional Engineer
0 Evaluation Report:-Hardcopy Received
Florida Engineer or Architect Name who developed LOCKE BOWDEN
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications;Inc.
Quality Assurance Contract Expiration Date 04/22/2024
.Validated By Zachary R.Priest,P.E.
4 Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI'FL 17022.1 5 V CRIMP ssr.odF
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
y Sections from the Code
I,
i
2160-SW Poma Drive
Palm City, FL 34990
(712.)8,72-80.34
a • . ` • • jor 8 •
Compliant with Florida Building Code 2017(6th ed.)
t
Compliant with Florida Product Approval Rule#61G20-3
CoOpliant: Keystone Certifications
E
Product:5 V Crimp 26GA:Steel Roof Panel FKSec. 1507.4.2
Yield strength-.50.ksi min.;Attached to min.15/3 plywood or!Mood
,
Deck w/min..0.42 specific gravity with screws. 24" Coverage
Rib Height,3/9..
Corrosion Resistant.Compliant: FBC Sec. 1507.4.3
Fastener 1 (Method 1 Attachment):#9 x 1-1/2" ibex-Washer!lead wood screw*to Penetrate
3/16" min: thru deck or 5/9"embedment into wood plank. (*or sufficient,length to meet
requirements)
Fastener 2(Method`2,3 &4 Attachment).#10.x 1-1/2"Hex-Washer Head wood screw*to
penetrate 3/16''min.thru deck or 5/8" embedment-into wood plank.:(*or sufficientlength
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.$.1
Slope.-`Shall be in compliance with:FBC Sec. 1507.
See Fastener attachment spedrications above
Install Details; Table A AllIowaoble Loads . METHOD 1 METHOD 2 IVIETHOD 3 METHOD:A
DESIGN PRESSURE* -96 PSF -93.5 PSE 401 PSF -228 PSF
RQW SPACINGoil16"ox. 8" 6„o:c.
FASTENER SPACING (ALONG Panel width) 12"O.C. Z2"o.c. 12 .o.c. 12"O.C.
FASTENER SIZE #9 Ob #10 #10
Reference Data: ARcHrrECrURAL TESTING,INC.-T5T ID#:1527
UL 580-06!3�_1897=041 Test Report 15893.01-454-18 05/02/14
Test Report F3366.01450-18 12/19/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUII/ALENCY UL 1897.-04 is equivalent to test standard UL 3897-1 *Design pressure margin of safety 2sl
,
tacks 8owderi,P.E.does not have,not will acquire a financial inyrl aj to ` qty m:�'�facturing or distributing products
under this,evaluation. `�• ��
Locke Bowderi,P.M.is not.owned,operated,or controlled by any cownpadVpmbb9&4tureP,or distributing products under this
rep0q; a a
S QTc -t4A 61"7
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FL97O22.1 5V Crimp (26GA Steel), 24"Wide Roof Panel -Details
Limitations:
1.Underlaymentto be compliance with current.Florida Building Code(FBC)2017 6t'ed.
2'. Minimum slope to;be compliant;with Florida:Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3..Products-are compliant for State of Florida product approval per Rule 61 G20-3.Compliance Method: 1-D
4. Engineering analysisIbi,"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5..Fire classification:is not-part of this acceptance. Shear diaphragm values are outsidethis report.
6. Support framing,in compliance.w/FBC 2017 6t'ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading-
7..this report does not imply warranty,installation, recommended product use outside of this report.
Fasteners-
�
x 9 1-112°Min.or
Y10 x 1-1/2'Mfn.perTabfe A'for Row S-V Gimp Roof Panel
Spacingand Design Pressures.
Hex Washer Head Wood Screws
�a r
i\..
DECK
15137 or greater Plywood,or
Wood plank
24- -
12" .
aarrt;•�sr��rorts
Panel Profile
Nominal 12" Nominal 12"
o.c. O.C.
2
Fasten
Z9-1-1/2"Min. or #10 X 1-11.2"Min.per
Table"A" Hex Washer Head Screw
Panel Spaced 1 2"o.c.across the Panel.Width
Refer to Table"A"for Spacing Along.Panel
Overlap Length
Deck-15/32"or greater
plywood,or
-Wood'plank