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Florida FILE COPY
Product Approval
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1 �IISEa:pgbecHser RECEIVED
PmEUR Aoproval Menu . ProCUR or Application Search > Application Llst > Application petal] JAN I 1 2019
—FL-i!`-- FL37022=R7 $T, Luel2 County, Permitting
Application Type Revision
Code Version 2017
Application Status Approved SC
St
Comments
08/18/2017v. date reapply 08/21/17 GUC/vy���
Archived
:,; 00,
`.Y
Product Manufacturer
Extreme Metal Fabricators, LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990 THESE PLANS AND ALL PROPOSED WOR
ED FASTENERS OR ATTACHMENT
CONCEALTACHMENTS
(772) 872-8034 ARE SUBJECTTO ANY CORRECTIONS
AREED RESPONSIBILITYHE
fivalidatlon@yahoo.comREQUIRED BY FIELD INSPECTORS THAT
CONTRACTOR OR RECORD
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Authorized Signature
Richard McKuhen
Hvalidation@yahoo.com
Technical Representative
Richard McKuhen
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990 i9
::719 I�Q
(772)872-8034 �ii 'f�
Rchard@emfab.net `j Fin 2(7lCt-'rC
ST. LUCIE COUNTY BUILDING DIV ON
Quality Assurance Representative
REVIEWED FOR COMPLIANCE
Address/Phone/Email
REVIE E 8Y
DATE �
PLAN AN PERMIT MUST BE KEP 0 ]OB
Category
Roofing SITE OR NO INSPECTION(S) WIL MADE
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
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.
+ Validation Checklist - Hardcopy Received
Certificate of Independence
R17022 R7 COT FL 17022.1 5 V CRIMP sscodf
Referenced Standard and Year (of Standard)
Standard
Year
TAS125
2003
UL 1897
2012
UL 580
2006
Equivalence of Product Standards
Certified By
Sections from the Code
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—Product-Approval-Method—
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method+0ptlon-D-
08/18/2017
08/25/2017
08/28/2017
10/10/2017
FL #
Model, Number or Name
Description -
17022.1
1 - "SV Crimp" (R6)
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
Installation Instructions '
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 II FL 17022.1 5 V CRIMP ssrodf
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. Install the
assembly in compliance with the installation method listed In
this report and applicable code sections of FBC. Refer to
FL17022 R7 AE FL 17022.1 5 V CRIMP ssrodf
Created by Independent Third Party: Yes
manufacturer's installation instructions.
17022.2
2 - "5V Crimp" (R6)
0.032" Aluminum, 3/8" Rib height, 21" wide 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
Approved for use outside HVHZ: Yes
FL17022 R7 It FL 17022.2 5 V CRIMP 0.032 ALUM ssrodf
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.Install the
assembly in compliance with the installation method listed In
.this report and applicable code sections of FBC. Refer to
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssrodf
Created by Independent Third Party: Yes
manufacturer's installation instructions.
17022.3
3 - "1.5" Mechanical Seam" (RS)
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24aa ssrodf
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
Installation method listed In this report and applicable code
sections of FBC. Refer to manufacturer's installation
FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
seam 24aa ssrodf
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 25/32" plywood or Wood
Deck with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssrodf
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
installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's installation
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssrodf
Created by Independent Third Party: Yes
instructions.
17022.5
5 - "1 in. Nail Strip" (RS)
1" 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
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 IT FL 17022.5 1.0 NAILCTRIP ssrodf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Evaluation Reports
hdpsJ/www.fioddabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgv2aBOpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/"3d 214
Other: Refer to eva" ri report for conditions and
limitations of use. Irv, .-he assembly in compliance with the
FL17022 I: : FL 17022.5 1.0 NAILSfRIP ssr r)df
Created III :pendent Third Party: Yes
installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's installation
instructions.— -
17022.E
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
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032
ALUM ssrodf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
OthercReferto.evaluation-report forconditions-and—valuation
limitations of use. Install the assembly In compliance with the
installation method listed In this report and applicable code
Reports
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0,032
ALUM ssrodf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.7
7 - "1.5 (n. 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
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 fI FL 17022.7 1.5 Nail Strip 26GA ssrodf
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
limitations of use. Install the assembly In compliance with the
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssrodf
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
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 fI FL 177022.8 EMAX Rib ssrodf
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 ssr.ndf
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.
17022.9
9 - " PER MAX" (RS)
26 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
Approved for use outside HVHZ: Yes
FL17022 R7 II FL 17022.9 PBR RIB ssrodf
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 17022.9 PER RIB ssrodf
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.
pack [Jest
Conrad Us :: 2602 Stair Stone Road, Tallahassee FL 32399 Phone: 85"87-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public,remrds request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "pursuant to Section
455.275(1), Florida Statutes, effective Cdober 1, 2012, I censaes licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have
one. The Smalls provided may be used for ofndal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an Small address which can be made available to Me public. To determine If you are a licensee under Chapter 455, F.S.,
please dick here,.
Product Approval Accepts:
ME W2 ® 99
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Credit Card
Safe
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Palm City, FL 34990
Complianth 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.15O7.4.2
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): #SO 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 specirications above
Install Details: Table A Allowable Loads
METHOD i
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" G.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: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report DI6893.01-450-18 OS/02/14
Test Report F3366.01-450-18 12/19/1s
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL1897-04 is equivalent totest standard UL1897-� *Designpressuremarginofsafety2.1
Locke Bowden, P.E does not have, not will acquire a financial Int�QTgss�Iq a�cgp44?n�;
under this evaluation. �.
Locke Bowden, P.E. is not owned, operated, or controlled by air cosnparf¢pm4fta64turei,
report.
or distributing products
products under this
/7
'JSlONAL
FL17022.1 Crimp (26GA Steel), 24" Wide R' , Panel - Details
Limitations:
I.—Underlayment-to-be-compliance with-current-Florida-Building-6ode-(FBC-)2O1-7-6'h-ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ad., and per with Manufacturers installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-13
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 ad., 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-
99.1-11T Min. cr
010. 1-11r Min. par78We A" for Rate � 5V Gimp Roof Panel
Spacing and Design Pressures
HezWasher Head Wood Screws
-15W "greater Plywood, or
- Wood plank
24-
12"
Panel Profile
Nominal l2" �� Non
O.C.o.cO.C.
Fasten
g— 'r-1/2" Min. or #10 x 1-1/2" Min. per
?able "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-16/32" or greater
Plywood, or
-Wood plank