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Product Angraval Menu>Product ar ApplUmLion Sea rdi>Analcation List>AppGeation Detail
.� FL# FL17022-R7 RECEIVED
Application Type Revision
Code Version 2017 J U L 19 '19
Application Status Approved
ST. Lucie County, Permitting
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 34990
(772)872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidatfon@yahoo.com File Copy
Technical Representative Richard McKuhen
Address/Phone/Email 21605W Poma Drive tap
'? 6W
Palm City,FL 34990 l
2-8034
richa s7emftb, REVIEWED
ricRard@emfab,net
Quality Assurance Representative ��. ����� ���{���'�
Address/Phone/Email 9�
BOCC
Category Roofing
Subcategory Metal Roofing
Compliance Method Evacuation 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.
*' 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
Sections from the Code
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Product Approval Method Method 1Option o ,
Date Submitted 0811812017
Date Validated 08125/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
1707-2.1 1-'SV Crimp"(116) 26 Gauge steel,3/8"rib heiqht�24"wide lapped roof panel
mechanically attached to 1S/3r plywood or Wood De�!k With
fasteners
Limits of Use Installation instructions
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.Install the FL17022_R7 AE FL 17022.1 5 V CRIMP ssr.Ddf
assembly In compliance with the installation method listed in Created by independentThird Party:Yes
this report and applicable code sections of FBC.Refer to
manufacturer's installatio n instructions.
17022.2 2-'5V Crimp'(R6) 0.032"Aluminum,3/B'Rib helqht�21"wide lapped roof panel,
mechanically attached to 15/32'plywood or Wood Decl�with
1 1.exposed fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 11 FL 17Q22.2 5 V-CRIMP 0.032 AWM 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.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032
ALUM 15sr.pd
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
manufacb&ers installation instructions.
117022.3 3-"1.5"Mechanical Seam"(R5) 1.5'rib height,15'wide,24 gauge steel,standing searn�roof
panel mechanically attached to 15132"plywood or wood deck
with crips and fasteners.
Limits of Use Installation instructions
Approved for use in HVHZ:No FL17022 R7 ]g FL 17022.3 1.5 MECHANICA
Approved for use outside HVHZ:Yes seam 24Qa.ssr-
impact 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 I FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
installation method listed in this report and applicable code seam 24ga ssr.
sections of FBC.Refer to manufacturer's installat Created by Independent Third Party:Yes
17022.4 4-"1.5"Mechanical Seam"(R5) 1.5-rib height,16-wide,0-032'aluminum,standing seam,
roof panel mechanically attached to 15/32"plywood or W d
Deck with crips and fasteners.
Limits of Us- installation Instructions
Approved for use in HVJiZ.No FL:17022 P-T U FL 17022.4 MECHANCIAL SEAM
Approved for use outsiide HVHZ:Yes ALUMINUM m
Impact Resistaxit:No Verified By-Locke Bowden,P.E.49704
Design Pressure:+WAI-Table A Created by Independent Third Party:Yes
Othem Refer to evaluation report for conditions and Evaluation Reports
limi-Itations of use.Install the assembly in compliance with the FL17022 R7-AC- FL 17022-4 MECHANCIAL S
installation method listed in this report and applicable code ALUMINIJM ssr.ndf
sections of FBC.Refer to manufacturees installation Created by Independent Third Party:Yes
17022.5 5-'1 in.Nall Strip"(115) 1'rib height,16'wide,26 gauge steel,standing seam rooF.
panel mechanically attached to 15/327 plywood or wood deck
with fasteners-
Limits of Use Irtstaffation Instructkas
Approved for use in HVHZ.No FU7022 R7 11 FL 17022.5 1.0 NAREMP ss-r pdf
Approved for use outside HVHZ.-Yes Verified By:Locke Bowden,P.E.497G4
Imp-act Resistant No Created by Independent Third Party:Yes
| 214---_---._."_'g, =__ -_
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___--- -_______— �_ eS- ' _ .
Design Pressure:+N/Af-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and F1=2022 R7 AE FL 17022 1.0 NAI STRIP ssnodf
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-'1 in.Nail Strip-(115) 1'rib height,16-wide,0.032"aluminum,standing seam roof
panel mechanically attached to attached to 15/32"plywood or
Wood Deck with fasteners,
Limits of Use installation instructions.
Approved for use in HVHZ:No FL17Q22 R7 IT FL 17022.6 2.0 NAIL S—TRTP 0,032
Approved for use outside HVHZ:Yes ALUM ssr.odf
Impact Resistant,No Verified By:Locke 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 R17022 R7 AE PL 17022.6 1-0 NAIL STRIP 0-032
installation method listed in this report and applicable code ALUM ssr.odf
sections of FBC.Refer to manufacturer's installation Created by Independent-Third Party:Yes
instructions.
117022.7 17-"1.5 in.Nail Strip'(R5) 1.5'rib 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 817022 R7 11 FL 17022.7 1.5 Nail Strip 26GA 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 FI-17022 R7 AE FL 17022-7 1-5 Nail Strip 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.
17022.8 8-'EMAX Rib-(R5) 29 gauge steel,lapped roof panel mechanically attached to
15132"plywood or wood deck With exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 11 FL 177022.6 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 R17022 R7 AE FL 177022.8 EMAX Rib ssr.odf
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
i instructions.
117022.9 9- PSR MAX-(115) 26 gauge steel,lapped roof panel mechanically attached Jto
15132"plywood or wood deck With exposed fasteners.
Limits of Use J Installation Instructions
Approved for use in HVHZ--No FL17022 R7 IF FL 17022.9 PB;Z RIB ssr.pdf
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 and i FL17022 R7 AE FL 17022.9 P13P 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
sections of FBC.Refer to manufacturer's installation
instructions.
CQ Q
Contact :2601 Blair Szone Road,TaNahazee FL 32394 Phone:a5U-487-1874
The State of Fkida is an AAJEW-npErer.r-Aw�ZW7 --AccessOMELy Refund StatementfZ013 51�of Fkwida---P6vacy
Under Florida law,wen awrezes are pMcc records.IF you do not want:Mw e-mail addmw reksmied in resyoctse to a pubffc-rea�rdsreqcjeSt do not send ereciinic
IM3 to this entfty.Instead,Contact the office by phone or by b2ditk*ml mail.if you have any questions, contact 1150.497.095.-Mrsoant to Si2cfiM
455-275(1),Flotilla StattRes,effbdM October 1,2012,ficanseas kertsed orwier Chaptet-455,FS.must provide the Deperbriert wft an erna address if they have
one.The elra&Provided May be used for official cormnuniadan with the Scensep-However effgA addremms are public record-111 you do tx*Wid7 to mvpfy a peisonai
address,please provide the Departnient with an email address which am be made available to the pt6r#-To deteinfint if You are a licensee under chapter 455,IFS.,
please cm*1wre.
PI-duct APPr0vW Accept--
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!Product Report Manufacturer: Extreme Metal Fabricators,
'
2160 SW Roma Delve
I
Palm City.. FL A41990
(777"2)872-8034
'Floricla Product Approval # 17022.1 5-V Crimp NON HVHZI
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule#611320-3
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 wl min.0A2 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener I (Method I Attachment): #9 x 1-1/2" Hex-Washer Head wood screw* to penet�jate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet ;.
requirements) 1.
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 -93.5 PSF -101 PSF -228 PSF
ROW SPACING 16"o.c. 16" o.c. 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 #9 #10 #10 #10
Reference Data: ARCHTTEcruRAL TESTING, INC.TST ID#:1527
UL 580-06& 1897-041 Test Report DM893.01-450-18 05102114
Test Report F3366.01-450-18 12118/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
,*EQUrVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 11 *Design pressure margin of safety 2:1
1D. B0
Locke Bowden,P.E.does not have,not will acquire a financial in I a 0 facturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by a&cos4npar(VPMbfiU&JALturev,or distributing products under this
report. 4 .40
S rTi /7
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4omD
t!"O N A L
FL17O22.1 5V Crimp (26GA Steel), 24"'Wide Roof Panel - Details
-imitations:
1. Undedayment to 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 analysis for"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 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 1
Structural Loading".
7. This report does not imply warranty, installation, recommended product use outside of this report.
Fasteners-
#9 X 1-1/2'Min or
.410 x 1-112'Mm.perTat>✓e M'forRow 5-V Cnrnp Roc.Panel
S cin and Des"
pa g Design Pressures ,
Hex Washer Head Wood screws
Q
r -
0
m -
Deck
1SrJT or greater Plyrood,or
-Wood plank
I
24-
12"
3!£t"
om-,o�m�sr�,".rcrs
Panel Profile
Nominal 12"
I Nominal 12"
o.c. O.C.
I
I
Fasten
x 1-1/2"Min. or #10 x 1-1/2"Min.per
Table"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank
e o
1/4/2bi8 Florida Building Code Online
Credit Card
Safe
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