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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
CONCEALED FASTENERS OR ATTACHMENTS
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Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance' Entity
Quality Assurance Contract Expiration Date
Validated By
FL17022-R7
Revision
2017
Approved
r.
Pudl[atloiu Cmdn Uf I BQe site Mev Ldka ' seerca
RECEIVED SCANNED
FEB 2 6 2019 BY
St. Lucie County
ST. Lucie County, Permitting
08/18/2017v. date reapply 08/21/17
11
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
fiva lidadon0yahoo.com
Richard McKuhen
Rvalidation®yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
richarclCetnfab"ESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
111AAY BE NECESSARY IN ORDER TO
CO*qPLY WITH ALL APPLICABLE CODES.
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report - Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
G Validation Checklist - Hardcopy Received
Certificate of Independence FL170 7 R7 COI FL 17022.1 5 V CRIMP scr odf
Referenced Standard and Year (of Standard) Standard year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standa s 1^Q-2
Certified By G'tC..1All.� 1
Sections from the Code ST. LUCIE COUNTY BUIL�D?II FON
REVIEWED FOR COMPLIANCE A/JL j
SITE OR -NO INSPECTIONS) WIL�BE
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
-Date Pending FBC Approval 08/28/2027
Date Approved 10/10/2017
Summary of Products
Fl. ti
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
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions. Install the
Installation Instructions
FL17022 R7 II EL 170 7 1 5 V CRIMP ssr odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FI 17077 1 5 V CRIMP df
assembly In compliance with the installation method listed in
this report and applicable code sections of FEC. Refer to
Created by Independent Third Party: Yes
manufacturer's installation Instructions.
17022.2
2 -'5V Crimp" (116)
0.032" Aluminum, 3/8' Rib height, 21' wide lapped roof
panel, mechanically attached to 15/32' plywood ar Wood
Deck with exposed fasteners
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other. Refer to evaluation report for conditions.Instali the
assembly in compliance with the Installation method listed in
this report and applicable code sections of FBC. Refer to
Installation Instructions
FL17022 R7 IT FI 17027 5 V CRIMP 0,032 ALUM 99r,ndf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17a22 R7 AF rL 17027.7 5 V CRIMP 0.012 At t IM gsrtall
Created by Independent Third Party: Yes
manufacturer's Installation Instructions.
17022.3
3 - "1.5' Mechanical Seam' IRS)
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 IT FI 17027 a 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24na ssr.odf
Impact Resistant: No
Design pressure: +N/A/ -Table A
Other. Refer to evaluation report for conditions and
limitations of use. Install the assembly In compliance with the
Installation method listed In this report and applicable code
Verified By: Locke Bowden, P.E. 49704
Created by Indepentlent Third Party: Yes
Evaluation Reports
FL17022 R7 AE F 17077.1 t MECHANICAL
seem 24ga ssr.,df
sections of FBC. Refer to manufacturer's.installatlon
Instructions.
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 Wood
Deck with dips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17027, M HAN fA S AM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.odf "
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
FL17022 R7 AE FL 17022.4 MFCHANCIAL SEAM
AI I IMINIIM ssr.cdf
sections of FBC. Refer to manufacturer's Installation
Created by Independent Third Party: Yes
Instructions.
17022.5
5 - "1 in. Nail Strip' (RS)
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
Installation Instructions
Approved for use In HVHZ: No
FI 17027 R7 11 FI 17022.9 1.n NAILSIRIP ssr odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Parry: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other. Refer to evaluation report for conditions and
FL17022 R7 AE EL 17022,5 1.0 NAi STRIP ssr.odf
Created by Independent Third Parry: Yes -
limitations of use. Install the assembly In compliance with the
Installation method listed In this report and applicable code
-
0
sections of FBC. Refer to manufacturers Installation
Instructions.
17022.6
6 - "1 In. Nall Strip' (R5)
1' rib height, 16w 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
Approved for use outside HVHZ: Yes
Installation Instructions - - -- -
FL12022 R7 11 FL 17072 6 1 0 NAI STRIP 0 0 7
ALUM ssr.pdf
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and
limitations of use. Install Me assembly In compliance with the
Installation method listed In this report and applicable code
sections of FBC. Refer to manufacturer's Installation
Instructions.
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Parry: Yes
Evaluation Reports
FL17072 R7 AE FL 17022.6 1,0 NAII STRIP 0,032
A[ IJM ser.ndf
Created by Independent Third Party: Yes
17022.7
r7-1.5 in. Nail Strip' IRS)
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
Approved for use outside HVHZ-• Yes
Impact Resistant No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and
Installation Instructions
FL 17022 R7 Il Fl 17072 7 1 S Nall Strip 26GA ssr ndf
Verified By: Locke Bowden, P.E. 49704
Created by Indepentlent Third Party: Yes
Evaluation Reports
FI 170 2 R7 AF FL 17077.7 1.5 Nail Ship 76 •A, ea ndf
limitations of use. Install the assembly In compliance with the
Installation method listed In this report and applicable code
Created by Independent Third Parry: Yes
sections of FBC. Refer to manufacturer's 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
Installation Instructions
Approved for use In HVHZ: No
FI 17n77 07 1r FI 17]0 2R EMAX R'h eer ndf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other. Refer to evaluation report for conditions and
limitations of use. Install the assembly in compliance with the
Installation method listed In this report and app0cable code
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FI 17022 R7 AF FL 177027 8 FMAX R'Is eer ndf
Created by Independent Third Parry: Yes
sections of FBC. Refer to manufacturers installation
Instructions.
17022.9
9 - " PBR 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
FI 17022 R7 11 FL 17022.9 PAR RIB ssr pdf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Created by Indepentlent Third Party: Yes
Evaluation Reports
Other: Refer to evaluation report for conditions and
limitations of use. Install the assembly in compliance with the
F117022 R7 AF FL 17n27 9 PRR RIB eer pdf
Created by Independent Third Party: Yes
Installation method listed In this report and applicable code
sections of FBC. Refer to manufacturer's Installation
Instructions.
sae:
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Product Approval pan
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Credit Card
Safe
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6' 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): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or $/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.15O7.
See Fastener attachment specifications above
Install Detalls: 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" G.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 590-06 & 1897-041 Test Report LM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/19/15
TAS 125-03 Test Report 005893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 Is equivalent to test standard U11897-1*Des/gn pressure margin of safety 2:1
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. Is not owned, operated, or controlled by a
report.
N
cosnpa rWaslI6515%4ures,
distributing products
products under this
-STATEUF'—,;4�/j1/17
Limitations: FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61' ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th 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: 1-0
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 611 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.
-107 argmalanya W,a
wxdDla*
Panel Profile
Nominall2" Nominall2"
o.c, a.c.
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 Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Y Deck-15/32" or greater
Plywood, or
-Wood plank