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product Approval mmu> roduct or AnoMmoon Search>kation List>AppTieadon beta's RECEIVED
FL# FL17022-R7 SEP d 5 ,,W9
! Application Type Revision
Code Version 2017
A • Lucie County, Permitting
Status
Approved
Comments 08/18/2017v.date reapply 08/21/17
Archived
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 8034990 1,Alle dr`oPy
(772)872-8034 `�•.• �I
fivalidation@yahoo.com
REVIE
F
Authorized CODE CO ED O�
th
ed Signature Richard McKuhen
fivalidation@yahoo.com
STo `UCI L/ArgC
Technical Representative Richard McKuhen �rlE CO IV
Address/Phone/Email 2160 SW Poma Drive
®��
Palm City,FL 34990
(772)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
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.
a Validation Checklist-Hardcopy Received
Certificate of Independence Fl i 7022 R7 COI FL 17072.1 5 V CRIMP ssr odf
Referenced Standard and Year(of Standard) $_tandard Year
TAS 125 2003
UL 1897 2012
UL 580 2005
Equivalence of Product Standards
Certified By
Sections from the Code
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rionoa ijuitaing Cade Online
Product Approval Method Method I Option D
Date Submitted 08,11812017
Date Validated 08/25/2017
Date Pending FOC Approval 08/282017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1-'5V Crimp'(116) 26 Gauge steel,3/8'sib height,24'wide lapped roof panel
mechanically attached to 15132'plywood or Wood Deck with
fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No E702 RZ IT FL 17022.1 5 V CRIMP ssr odf
Approved for use outside HVHZ:YesVerified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/Al-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.Dd
assembly in compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of F13C.Refer to
manufacturer's installation instructions.
17022-2 2-'5V Crimp"(R6) 0.032"Aluminum,3/B"Rib height,21"Wide lapped roof panel,
mechanically attached to 15132'plywood or Wood Deck with
exposed fasteners
Limits of Use 11 Installation Instructions
Approved for use in HVHZ.No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM sSr.l)dF
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E-49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/Al-Table A Evaluation Reports
Other.Refer to evaluation report For conditions.Install the R17022 R7 AE-FL 17022.2 5 V CRIMP 0.032 ALUM -r- df
assembly in compliance With the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of F13C.Refer to
manufacturer's installation instructions.
117022.3 3-'1.5"Mechanical Seam'(115) 1.5'n-b height,16'Wide,24 gauge steel! standing sea
'f�s�Tgdl r wood roof
panel mechanically attached to 15132"plywood or wood deck
v'th clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI R7 TI FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ:Yes seam 24oa ssr-ndf Resistant;No Verified By:Locke Bowden,P.E.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other.Refer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 170223 1.5 MECHANICAL
installation method listed in this report and applicable code seam 24ga ssr.pd
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes ff
instructions.
17022.4 4-"1.5'Mechanical Seam'(RS) 1.5"nb height,16"wide,0-032'aluminum,standing seam
roof panel mechanically attached to 15132"plywood or Wood
Deck With clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ.No FL17022 R7 U FL 17022-4 MECHANCIAL SEAM
Approved far use outside HVHZ:Yes ALUMINUM ssrod
Impact Resistant:No Verified By:Locke Bowden,P.E.49704
Design Pressure:+NJAJ-Table A Created by Independent Third Party:Yes
Other.Refer to evaluation report for conditions and Evaluation Reports
limitations of use.install the assembly in compliance with the FL17022 R7 AE FL 1707-2A MECHANCTAL SEAM
installation method listed in this report and applicable code
AWMWUM ssr.ndf
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
17022.5 5-'1 in.Nall Strip-(R5) I'rib height,16'wide,26 gauge steel,standing seam roof
panel mechanically attached to IW27 plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ-No FU-A)22 R7 Ir-FL 17022.5 1.0 NAILSTRIP ss7,r)df
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.497"
Impact Resistant:No Created by Independent Third Party:Yes
liftoMabuilding.orgfprip�_app jo.aspX?paraffr-WGEVXONDqv2aBQpHpQQe6rMZMkUEoR-A2bGxHGxFe5WH2!5qvoaveeg%3d%3d 214
.4 a,aruc to our Ic;
Design Pressure;+N/At-Table A Evaluation Reports
Other.Refer to evaluation report for conditions and -FL"722.5 1.0 NAILSTRIP ssr.ri
limitations of use.Install the assembly In compliance with the Created by Independent Third Party:Yes
installation method listed in this report and applicable code
sections of FBC.Refer to manufacturer's installation
Instructions.
17022.6 6-'I in.Nail Strip"(115) 1'nb height,16'wide,0.032*aluminum,standing seam roof
panel mechanically attached to attached to IW2'plywood or
Wood De&with fasteners,
in! 0'
plywood
!2 or
Limits of Use Installation Instructions.
Approved for use in HVHZ:No FU7M R7 11 FL 17022.6 1.0 NAIL STRIP 0,032
Approved for use outside HVHZ:Yes ALUM ss—r.
Impact Resistant No Verified By:Lo&e Bowden,P.E.49704
Design Pressure:+NIAI-Table A Created by Independent Third Party.Yes
Other.,Refer to evaluation report for conditions and Evaluation Reports
limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022-6 1.0 NAIL STRIP 0.032
installation method listed in this report and applicable code ALUM W—n
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
117022.7 17-'1.5 in.Nail Strip'(115) 1.5'nb height,19'wide,26 gauge steel,standing seam roof
panel mechanically attached to 15132"plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022.7 1.5 Nail Strio 26GA ssr.vdf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other.Refer to evaluation report for conditions and FL27022 R7 AE FL 17022.7 1-5 Nail StriD 26GA ssr.od
limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes
installation method listed in this report and applicable code
sections of FBC-Refer to manufacturer's installation
instructions.
117022.8 #8-'EMAX Rib-(R5) 29 gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL17022 R7 If FL 177022.8 EMAX Rib ssr.odf
Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssrod
limitations or use.Install the assembly in compliance with the Created by Independent Third Party-Yes
installation method listed in this report and applicable code
sections of FBC.Refer to manufacturer's installation
instructions.
17022.9 PSR MAX"(RS) 26 gauge steel,lapped roof panel mechanically attached to
I5132"plywood or wood deck With exposed fasteners.
Limits of Use j Installation Instructions
Approved for use in HVHZ--No FL17022 R7 H-FL17022.9 PBR RIB ssr.pdf
Approved for use outside HVHZ:Yes Verified By:Lo&e Bowden,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+NIAI-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and F117022 R7 AE FL 17022.9 PBP RIB ssr.pdf
limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes
installation method listed in this report and applicable code
I sections of FBC.Refer to manufacturer's Installation
instructions.
Contact Us::2601 Brain stone Road,Tafthassee FLU399 Phone:850-497-1824
Tice state of Florida is an AAIMC employer.Cuvwigt-M 200-7-2023 allft of Florida.::Privacy SYateme2tt-.*Accessifxfty Refizid Statcrn
Under Florida law,email addresses am public records.If you do net want your e-marT address rr in FeSPOFMC to a pubk-recurds request;do not send electronic
noff to this enbity.Instead,contact the office by phone or by baditional mail.Wyou have arty 4contact 850A87.1395.*Pursuant to Section
455,275(I),110rida Statutes,M1bEf1VM October 1,2012,licensees rN under Chapter455,F-%.inust provide the DeparbTx%t with an esnal address it they have
one.The woffs provided ff;ay be art cornnufficatian with the Scensee-However effmi;addn3sses am public record.Ifyou donot wist tosupplyapersonal
add—,Plea-Provide the Departnent with an eniall address which can be made available to Vie public To determint V you am a licensee under Chapter 455,FS.,
please cOdc item-
Product ApprovW^cc"nm
IN fliffiFF9;�--dl E
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Product
i ReportFabricators,
2160 SW-Roma Dri-ve
Palm City, FL 34990
772)872-8034
'Fl♦ • Product j t f f ♦ #
N HVHZI
Compliant with Florida Building Code 2017 (6t' ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.;Attached to min. 15/32"plywood or Wood
Deck w/min.0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8„
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex-Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" 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 sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope:Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads METHOD 1 . METHOD 2 METHOD 3 METHOD 4
DESIGN PRESSURE* -86 PSF -935 PSF -101 PSF -228 PSF
ROW SPACING 16"o.c. 16" ox. 8"O.C. 6"o.c.
FASTENER SPACING (ALONG Panel width) 12"o.c. 12"O.C. 12"O.C. 12"O.C.
FASTENER SIZE 1 #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC.TST ID#:1527
UL 580-06& 1897-041 Test Report 117893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY--UL 1897-04 is equivalent to test standard UL1897-Z *Design pressure margin of safety 2:1
it 11111
�Q'-* -*,
♦
Locke Bowden,P.E.does not have,not will acquire a financial inY•tr3 a�rFrt+gq�m_&facturing or distributing products
under this evaluation. = �'• •�
Locke Bowden,P.E.is not owned,operated,or controlled by a&coaiparflij-prn4%,b9 maturer,or distributing products under this
report.
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FL17022.1 5V Crimp (26GA Steel), 24"Wide Roof Panel - Details
_imitations:
i. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 611,ed., and per with Manufacturer's installation reference.
3. Produpts are compliant for State of Florida product approval per Rule 61 G20-3.Compliance Method: I-D
--4, Engineering analysis for"project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6th 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.
Reams-
"T W111- or lAn.perTaVe"A'tbrRow s-vcnrrvRDGF P.-W
Spacing and Design Pressures
HexWasher Head Wood Screws
-0
--N
Dedc
-15/32`or greatz-r Plywood,or
-Wood plank
247
3/8'
T—
Panel Profile
Nominal 12" I Nominal 12"
O.C. O.c,
Fasten
E�—x 1-1/2"Min. or #10 x 1-1/2"Min.per
Table W Hex Washer Head Screw
Spaced 12"o.c,across the Panel Wdth
Panel Refer to Table"A"for Spacing Along Panel
Ovedap Length
Deck-15/32"or greater
Plywood,or
Wood plank