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Product 4onrmrai Menu>PmduG or AcoigTalion Seorrh>AnrRr•tiod tilt>Application botail ^ ,
° Fl r FL17022-R7
e K
Application Type. Revision v RECEIVED
Code Version 2017
Application Status Approved
-FEB 0 3 2020
Comments 08/18/2017x.date reapply 08/21/17
Archived ST. Lucie County, Permitting
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma D ���EIVED
Palm City,FL 349 0
(772)812-8634
flvalidation@yaho .com
Authorized Signature Richard McKuhen Permitting
flvalidation@yahoo. o�r. Lucie county,
Technical Representative Richard McKuhen
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
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name;who developed LOCKE BOWDEN
the Evaluation Report Zoo/ _0
7A, —L/,3/, ZD
Florida License Keystone
REVIEWED FOR
Quality Assurance Entity Keystone Certifications,Inc. U/
Quality Assurance Contract Expiration Date 04/22/2024 ice®®E COMPLIANCE
Validated By Zachary R.Priest,P.E.
COMPLIANCE
1"'Is 'iJ
Z Validation.Checklist-HardcopyReceived I m L C'E C®1 0�1TY
Certificate.of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf IOCC V'V F
;Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL S80 2006
Equivalence of Product Standards
Certified By
Sections from the Code
File Cony
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
SummarV of Products--
�! FL"# Model,Number or Name Description
17022.1 1-"5V Crimp"(116) 26 Gaug�teel,3/8"rib height,24"wide lapped roof panel
mecly attached to 15/32"plywood or Wood Deck with
aSteners
Limits of 's Installation Instructions
Approved,for use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP 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.Install the FL17022 R7 AE FL 17022.1 5V CRIMP ssr.odf
assembly in compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC.Refer to
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 or Wood
Deck with exposed fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM 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.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf
assembly in compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3 3 "1.5"Mechanical Seam"(115) 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 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 FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
installation method listed in this report and applicable code seam 24aa ssr.pdf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party:Yes-
instructions.
17022.4 4-"1.5"Mechanical Seam"(115) 1.5"rib height, 16"wide,0.032''-'aluminum,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.17022.4 MECHANCIAL SEAM
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 conditioris and Evaluation Reports
limitations of use.Install the assembly in compliancewith the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
installation method listed in this report and applicable code ALUMINUM ssr.pdf
sections of FBC. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
17022.5 5-"1 in. Nail Strip" (115) 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 II FL 17022.5 1.0 NAILSTRIP 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 17022.5 1.0 NAILSTRIP 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.
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQp"-QQ... 1/31/2020
)�4
X160 SW'Poma Drive
Palm City; Ft 34990
772)872-80.34
a
Compliant with Florida Rbilding Code 2017(6t'ed.)
Compliant with Florida Product Approval.Rule:#61G20-3
' Compliant; Keystone'Certifications
Product:5 V Crimp 26CA Steel Roof Panel FBC Sec. 1507.4.2
} Yield strength:50 ksl rnin.,Attached to_min.25/32"plywood or Wood
ti Deck gin►/ruin.0.42 Specific gravity with screws. 24"Coverage:
Rib Height 3/9"
Corrosion Resistant Compliant:: FBC Sec. 1507.4.3
Fastener I Wtthod 1 Attachment):49 x.1-1/2"Hex-Washer Head-Wood serevO,to penetrate
3/16" min.thru deck or 5/.8"�embednientinto Wood plank. (*or sufficientlengthAd--meet
requirements)
Fastener 2(Method2,!jA 4 Attachment):#10 x 1-2/2" Mex-_1Nasher Head wood screw*to
penetrate 3/16"min.thru deck or S/8"embedment into wood plank..{*or sufficient length
to meet requirements)
Underlayment: To be compliant rhiith.F0C Sec.Chart 2507.1.1.
Slope:Shall Win compliance with FBC.Sec.1S07.
-See Fastener attachment specifcation.4 above
Allowakile..Loads, METHOD 1 - Mt T,"PD 2 M��THOD 3 .. METHOD
install Details Tabld X _ 4 "
DESIGN'PRESSURV 46 PSF -93.5 PSF =101 PSF -228,PSF
Row SPACING; 16"o. ox.
',FASTENER SPADING {ALONG,Pane1 width) 12."o.C. 12"'o.c: 12"O.C. 1 0.•
0EASfENER SIZ . #9` 0
Reference-:Data: ARCHITEC'14WA TESTING,INC..`rST'10 1517
UL$$4.06&1897-04= Test Report CM89301-450-18 05/0244
Test Report F3366:01450-18 12/18/15`
TAS 125=03 Test Report D05893.02-450 8 07/221l4
*EQUIVALENCY-UL 1897 04,is.,equivalent to teststandard UL 189" ftttti *DesJgd-pressure margin,afsafetv2:1
r�
� '!C`- � ►
Locke Bowden,P.E.does not have,no -will acquire'a financial int@trl ar zgq�+tnfwfatturing or distribsiting products
under this evaluation. J
Locke,Bowden,_P.E.is not owned,:operated,or controlled by.a��ycownpadSF,�rrr3f�diFatture�;or istrihuting products under this
report. a o - .
t
yP
i FL17022.1 5V Crimp (26GA Steel), 24" Nide Roof Panel - Details
Limitations:
1.Underlayment to be compliance with current Florida Building.Code(FBC)2017 60,ed.
2.Minimum slope to;be compliant.with Florida Building Code 2017 611'ed..,and per with.Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 611320-3. 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 V,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.
Fasteners-
#9 x 1-1/2"Min.ar
410 x 1-1lY Min.perTable A'for Raw 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
6 �:..,�/? f'." � r ''�.::/ i a '•ice v�":;
a '
qlj&
QeCfC
15137'or greater P)jn+.&
-Wood plank
24
'Val
�"I'iQ':AL5rRt:,TiC1'<2S
Panel Profile
Nominal 127 Nominal 12"
O.C. O.C.
P Fasten
9 x 1-1/2"Min. or #10 X 1-1/2"Min.per
-fable"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel.Width
Panel. Refer to Table."X for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank