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i""" FL# FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
rT
Comments 08/18/2017v. date reapply 08/21/14 -
Archived ❑
SCANNED
BY
St. Lucie County
APR 2 a 2oi9
Product Manufacturer
Extreme Metal Fabricators, LLC
Address/Phone/Email
2160 SW Pama Drive
Palm City, FL 34990
(772) 872-8034
Ovalidation@yahoo.com
Authorized Signature
Richard McKuhen
flvalidation@yahoo.com
Technical Representative
Richard MCKuhen
Address/Phone/Email
2160 SW Pama Drive
Palm City, FL 34990
(772) 872-8034
Rchard@emfab.net
Quality Assurance Representative
'
Address/Phone/Email
Calory
Roofing
Subcategory
Metal Roofing
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L Evaluation Report - Hardcupy Received
0 IF
Florida Engineer or Architect Name who developed
LOCKE BOWDEN
the Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
Keystone Certifications, Inc.
LUValidated
Quality Assurance Contract Expiration Date
By
04/22/2024
Zachary R. Priest, P.E.
O Validation Checidist- Hardcopy Received
F�
Certificate of Independence
RT7022 R7 Mi FL 17022,1 5 V CRIMP ssr df
LLReferenced
Standard and Year (of Standard)
Standard
Y&M
TAS 125 2003
UL 1897 2012
UL S80 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/18/2017
Date Validated
0825/2017
Date Pending FBC Approval
08/28/2017
Date Approved
10/10/2017
Summary of Products
FL #
Model, Number or Name
Description
17022.1
1- "SV Crimp" (116)
26 Gauge steel, 3/8" rib height, 24' wide lapped roof panel
mechanically attached to 15/32" plywood or Wood Deck with
fasteners
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL17022 R7 JI.FL 170 7 1 5 V CRIMP Ss,pdf
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Design Pressure: +N/A/ Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions. Install the
Evaluation Reports
FL17022 R7 FL 17027 s k
assembly In compliance with the installation method listed in
this report and applicable code sections of FBC. Refer to
8E Rr
Created by Independent Third Party: Yes
manufacturer's installation Instructions.
17022.2
2 - "5V Comp" (116)
0.032" Aluminum, 3/8" Rib height, 21" wide lapped mof
Panel, mechanically attached to 15/32' plywood or Wood
Deck with exposed fasteners
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL17022
Approved for use outside HVHZ: Yes
Impact Resistant: No
R7 It R. 17022 2 5 V CRIMP 0 032 AIAIM ssradf
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ Table A
Created by Independent Third Party; Yes
Evaluation Reports
Other: Refer to evaluation report for conditions.Instell the
EL17022 R7
assembly in compliance with the installation method listed In
6E EL 17022.2 5 V CEIMP 0,032
ALUM ssrpd
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
Created by Independent Third Party: Yes
17022.3
3 - "1.5" Mechanical Seam" (R5)
1.5'rib height, 16" wide, 24 gauge steel, standing seam roof
Panel mechanically attached to 15/32" plywood or wood deck
with dips and fasteners.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL17022 R7 II F 20233 1.5 MECHANICAL
seam 24oa ssr
Impact Resistant: No
Design Pressure: +N/A/ Table A
odf
Verified By: Locke Bowden, P.E. 49704
Other; Refer to evaluation report for conditions and
Created by Independent Third Party: Yes
Evaluation Reports
limitations of use. Install the assembly In compliance with
the Installation method listed in this report and applicable
FL17022 R7 AE FL 170223 1 5 MECHANICAL
code sections of FBC. Refer to manufacturer's installation
seam 74oa ssrpdf
Created by Independent Third Party: Yes
instructions.
17022.4
4 - "1.5' Mechanical Seam" (RS)
1.5'rib 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 -
Approved for use In HVHZ: No
Install
Install
Installation Instructions
Instructions
Approved for use outside HVHZ.• Yes
ALUMINUM 2 R7 it ttnn rNniarlAi SEAM
Impact Resistant: No
Design Pressure: +N/A/ Table A
r.odf
Verified By: Locke Bowden, P.E. 49704
Other: Refer to evaluation report for conditions and
Created by Intlependent Third Party: Yes
Evaluation Reports
limitations of use. Install the assembly in compliance with
the installation method listed in this report and applicable
EL17022 R7 AF FL 17022.4 MECjjANcjAL SEAM
A MIN
code sections of FBC. Refer to manufacturer's installation
M codf
Created by Independent Third Party: Yes
instructions.
17022.5
5 - "1 In. Nail Strip" (115)
I"rib height, 16' wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32' plywood or wood deck
with fasteners.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL17022 R7 II F t Inn S
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Design Pressure: +N/A/ Table A
Created by Independent Third Party; yes
Evaluation Reports
Other: Refer to evaluation report for conditions and
FL17022 R7 AE FL 170 12.5 1.0 NAI STRIP ssrodf
limitations of use. Install the assembly in compliance with
Created by Intlependent Third Party; yes
me mscauauon memod listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
17022.6
6 - "1 in. Nail Strip" (RS)
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
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL17022 R7 R FI 170 6 1 0 NA[ c7"RIP 0 0a2
ALUM odf
Impact Resistant: No
Design Pressure: +N/A/ Table A
Verified By: Locke Bowden, P.E. 49704
Other: Refer to evaluation report for conditions
Created by Independent Third Party: Yes
and
limitations of use. Install the assembly in compliance with
Evaluation Reports
Fl 17022 R7 6E EL 17022,6 1.0 NAII STRIP 0,032
the Installation method listed in this report and applicable
ALUM odf
code sections of FBC. Refer to manufacturer's Installation
Instructions.
,ssr
Created by Independent Third Party: Yes
17022.7
7 - "1.5 in. Nail Strip" (R5)
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL17022 R7 11 Fl 170222. t c mai
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Design Pressure: +N/A/ Table A
Created by Independent Third Parry: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
ELIZO22 97 AE Fl. 170 Z-1.5 Nail Strin 26GA SSyndf
limitations of use. Install the assembly in compliance with
the installation method listed in this report and applicable
Created by Independent Third Party: Yes
code sections of FBC. Refer to manufacturers installation
instructions.
17022.8
8 - "EMAX Rib- (RS)
29 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL17022 R7 1I Fl 177022 a FMAx Rib ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Design Pressure: +N/A/ Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
FLI 7022 R7 6E FI 177022 -
limitations of use. Install the assembly in compliance with
the installation method listed in this report and applicable
df
Created by Independent Third Party: Yes
code sections of FBC. Refer to manufacturer's installation
instructions.
17022.9
9 - " PBR MAX" IRS)
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
EL17022 R7 11 FL 17022,2 PBR RIB odf
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Design Pressure: +N/A/ Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
EL17022 R7 AE FI 170 o
limitations of use. Install the assembly in compliance with
PBR RIB ssr.odf
Created by Independent Third Party: Yes
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
'
contact IL:: 2MI UlaIr Soon Road TallahMen R M" Phone, 858-487-1824
The State of Florida 5 an AAJFE0 employee Ctupy Mnt 1007-1013 Stbtl of Made. :: Privacy 5txhment :: A,Ibility statement:: nehrnd Statement
Under Flor da law, email addresses are public re<mEs, ll you do not want your a -mail add. releesal in response m a pubticreco,tls reeus[, tlo not anti elettmnlc mail m tk entity. Instead, contl tt the office, by phone or by traditional ma0. If m, have am ae.a _ ""." —...... "e" — . -- _. _ - -
55,
one The aurally Provided may be Wall fnr0ifirlal communication wit the 0ceacm H 4oweveremail add,eses am public
ee colt an em
personal adores, please PmNde to Department wit an email atltess which can be made available t to public To Emermmin U if you do
455, F.S., pima va,e You are a
Product Approrol A.pb:
0
SL'CU111�':MITRICs
0
0
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Palm City, FL 34990
Product: S 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 i (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 attarhmanr
Install Details: Table A Allowable LoadsNMETHOD1
METE
METHOD 3
METHOD 4
DESIGN PRESSURE"
-93
-101 PSF
-Z28 PSF
ROw SPACING
16O.C.
6"o.C.
FASTENER SPACING (ALONG Panel width)
12
1-7 o.c.
i_2"
FASTENER SIZE
#9
#SO
#10
o.c.
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580.06 & 1897-043 Test Report DS893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 12S-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY--UL 1897-04 is equivalent to teststandard UL 1897-1,� *Design pressure margin of safety2.1
_
under this evaluationLocke Bowden, P.E. es not have, not will acquire a financial in-tpT4 q ei��cgaq{rmfyfacturing or distributing products
e
Locke Bowden, P.E. is not owned, operated, or controlled by at`y comparftlpm48uratturer, or Eistributing products under this
report. C e : -
b TAIC of we4�7/&III7
�•,F�Cn1D�, 1�,}.i
Limitations: FL17O22.1 5V ft (26GA Steel), 24" Wide Roof a, - Details
1. Underiayment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturers installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. 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 61h 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.
12'
—FavferKKs-
#9.1-IQ*Min. or
#10 acing Min.peign P A'firRow � SVOinp Roof Panel
Spacing and. pW I &Pmssures
Hex Washer Head Wood screws
Panel Profile
NOmi129112" Nominal 12"
O.C. o.c.
Fasten '
Min. or #10 x 1-1/2" Min. per
fable "A" Hex Washer Head Screw
Panel Spaced 12" o.c, across the Panel Width
Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck- 15132" or greater
Plywood, or
-Wood plank
a
U
15
eC6 Hame I lagA I User RegtcYatlon i Hot TaPio I
d,bpr
aO '�^, Product A �- ✓ USER: Public Ozvroval
_7 a
Submit Surtba,ge Stass aiatts I Pub4mGons Cnn[a[t Us � eO55ap Map unta � Sparta
v e_ A
SCANNED
i e�.> e I
> Aogtar n � > gpPucatlon Uetaa BY
FL #
R6
FLSt. Lucie County
Application Type
Revvisionision
Code Version
2017
Application Status
Approved
Comments
Archived
RECEIVED
Product Manufacturer
Td-Built Materials Group LLC
Address/Phone/Email
PO Box 70
Rutherford, 1007070 APR 2 3 2019
(800) 516-1485
david.rulz@tdbuiltmg.co ST. Lucie COUnty_ 1 ('�I-Ptltt�nr
Authorized Signature
David Ruiz
david. nliz@tdbuiltmg,com
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 North
East Rutherford, N7 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgmup.com
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Subcategory Underla ymen[s
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.
Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity -
UL LLC
Quality Assurance Contract Expiration Date
07/182020
Validated By
John W. Knezevich, PE
G Validation Checklist - Hardcopy Received
Certificate of Independence
FLI6048 R6 Coy 2017 01 Col N'emine I odf
Referenced Standard and Year (of Standard)
Standard
Y
ASTM D3970
2015
ASTM G155
2005 '
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
N M
Product Approval Method
Method 1 Option D
Date Submitted
09125/2017
Date Validated
10/01/2017
Date Pending FBC Approval
10/03/2017
Date Approved
12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Undedayments
Self -adhering, modified bitumen roof underiayments
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
FL16048 R6 II 20f7 0 FINA R TRI
9 i T hD R AYM NT F
Impact Resistant: N/A
Design Pressure: +N/A/-150
16048 Rfi odf
Venfied By: Robert Nieminen PE-59166
Other: 1.) The design pressure noted herein pertains to use
Created by Independent Third Party: Yes
Evaluation Reports
of foam -on the systems overtop the self -adhering
FLI604B R6
underlayment for one particular application. See ER Section
AE 2017 04 FINAL ER TRI
BUILT UND R AYM NT F
5.6.4 for details. 2.) Refer to ER Section 5 for other units of
Use.
16048-R6 odf
Created by Independent Third Parry: Yes
Cmaea US :: 201 Ilill Shone ll 11"disual R 32399 phone•850-48T-182
The State of Fodda is an AA/Ee2 employee.01=dOhr 00 - 0 • .1 Carl ::Statement prn0 _ :: aaeei blrti �a�riont:: l:er a Stmorman
under Fonda law, email addresses are public wal If you do not want your a -mail address released to maponee to a pub8a rnaeh ds m,uest, do not send eledronle
mall to this entity. Instead, mnta t the al tol phone or by traditional mail If you have any questions. Whose world 850.48).1395. �Purswnt to Sadden
455275(t), Forl Statutes, enedlve Oa a 1, 2012, Creme¢ licensed undo Chap[m 455, F5. mmt provide Ne Department with an empe address it they have
one. The ¢roads pmvlded maybe mea rtm ent i .Whomdratron with the license . Howeveremail addresses are publlc rearm. If you d0 not wish I0 supply a
personal address, please provi0e the Depatnent with an emaa address al l son be made avaJable to the puddle. To determine IF you are a 8mmee under Chapter
455, F.S., please oht here.
productADpro nod Aeaeptc
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