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> App ,ation List > Application Detail
Ft17T7Z R7
Revision
2017
Approved
08/18/2017v. date reapply 08/21/17
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
nvalidation@yahoo.com
Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
rchard@emfab.net
Roofing
Metal Roofing
RECEIVED
N.r;? 0 4 2018
-ucle County, Permitting
RECEIVED
APR 04 2018
$T, Wcie county, Permitting
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 Expi ation Date 04/22/2024
Validated By Zachary R. Priest, P.E.
;�Z Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year of Standard)
Equivalence of Product
Certified By
Sections from the Code
FL17022 R7 COI FL 170Z2_1 5 V CRLMP ssr.pdf
Standard
Year
TAS 125
2003
UL 1897
2012
UL580
2006
http://www.floridabuilding.orglprlprLapp_dtt. aspx?param=:,�vGEVXQwtDgv2aBQpHpQQ... 1/10/2018
Florida Building Code Online
Page 2 of 4
G
Product Approval Method I Method 1 Option D
Date Submitted 08/18/2017
Date Validated 0812512017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10J2017
Summary of Products
FL
Model, N tuber or Name ,Description =
i 0.1 1 - "SV - trip" {iR6i)
26 Gauge steel 3J8 nb height, 2 " wt tapped roc 3r1e1
— ,� =
imechaniically a : ched to 15/32_ plywoodroraWood DAk th
fasteners _ �,
Limits of Use
�Iri9taltatrori-Instructions"-"`'�
Approved for use in HVHZ: No
FL17022 R7 II FL 17022_i 5 V CRIMPJssr.pdIF
Approved for use outside HVH : Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/AJ-Table
Evaluation Reports
Other: Refer to evaluation repo for conditions. Install the
FL17022 R7 AE FL 17022.1 5 V CRIMP sSr•ndf
assembly in compliance with the ' .taflation method listed in
Created by Independent Third Party: Yes
this report and applicable code s [ions of FBC. Refer to
manufacturer's Installation instru tions.
17022.2
2 - "5V rimp" (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: N
FL17022 R7 II FL 17022.2 5 V_CRIMP 0.032 ALUM ssr.odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HV Z: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-Tabl A
Evaluation Reports
Other: Refer to evaluation rep rt for conditions. Install the
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032
assembly in compliance with th installation method listed in
ALUM ssr.pdf
this report and applicable code ections of FBC. Refer to
Created by Independent Third Party: Yes
manufacturer's installation inst uctions.
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 MMECtLA—rfflCAL
Approved for use outside VHZ: Yes
seam 24qa ssrr df
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/-Ta le A
Created by Independent Third Party: Yes
Other: Refer to evaluation re ort for conditions and
Evaluation Reports
limitations of use. Install the ssembly in compliance with
FL17022 R' _AE FL 17022 3 1_5 P1ECHANICAL
the installation method listed n this report and applicable
seam 24oa ssr.pdf
code sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
ictstructions-
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 clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVH : No
FL17022 R7 II FL 170224 MECHANCIAL SEAM
Approved for use outsid HVHZ: Yes
ALUMINUM ssr.pdf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/- able A
Created by Independent Third Party: Yes
Other: Refer to evaluation eport for conditions and
Evaluation Reports
limitations of use. Install th assembly in compliance with
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssrpdf
the installation method liste in this report and applicable
code sections of FBC. Refer o manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.5
5 "1 in. Nall 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
twstallaYtna Umtructiotts
Approved for use in HV Z: No
FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Patty: Yes
Design Pressure: +N/A Table A
Evaluation Reports
Other: Refer to evaluatio i report for conditions and
FL17022 R7 AE FL 17022 !L 1_0 NAILSTRIP s-s.r,pdf
Created by Independent Third Party: Yes
limitations of use. Install t e assembly in compliance with
http://vvww.floridabuilding.org/pr pr_app_dtl.aspx?param=wGEVXQwtDnv2aBQpHpQQ... 1/10/2018
Florida Building Code Online
Page 3 of 4
f the installation method listed in this }eport and applicable
-code sections of FBC. Refer to manu cturer's installation
llnstnlctions.
' 17022.6 6 - "1 in. Pf it Strip" (R5)
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 f r conditions and
limitations of use. Install the assem ly in compliance with
the installation method listed in thi report and applicable
code sections of FBC. Refer to man I facturer's installation
Instructions.
1" rib height, 16" wide, 0.032" aluminum, standing seam
roof panel mechanically attached to attached to 1513V
plywood or Wood Deck with fasteners,
Installation Instructions t
FL17022 R7 II FL 17022.E 1.0 NAST IL RIP 0.03Z
ALUM ssr.odf
Verified By: Locke Bowden, P.E. 40704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE__FL 17022_6 _1._0 NAIL STRIP 0_032
ALUM ssr.pdf
Created by Independent Third Party: Yes
17022.7
7 - "1.5 in
Nail Strip" (115)
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 HVH
Impact Resistant: No
: Yes
Installation Instructions
FL17022 R7 II FL 17022.7 1;5 Nail Strip 26GA_s5r.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report
or conditions and
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 265A ssr.odf
Created by Independent Third Party: Yes
limitations of use. Install the asse
bly in compliance with
the installation method listed in thi
report and applicable
code sections of FBC. Refer to marl
facturer's installation
Instructions.
17022.8 8 - "EMA Rib" (115) 29 gauge steel, lapped roof panel mechanically attached to
15f 3Z' Plycaoad os etcAd deck cc'ttSti exposed faJte..ecs.
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL17022 R7 II FL 177022.8 EMAX Rib ssr.pdf
Approved for use outside HVH : Yes Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +PI/A/-Table Evaluation Reports
Other: Refer to evaluation repo for conditions and FL17022R7 AE FL_177022.8 E1,IAX Rib ssr-pdf
limitations of use. Install the asse bly in compliance with Created by Independent Third Party: Yes
the installation method listed in tl is report and applicable
code sections of FBC. Refer to ma ufacturer's installation
instructions.
17022.9 19 - " PBJ MAX" (RS) 126 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: N
FL17022_R7 II FL 17022.9 PBR RIB ssr.pdf
Approved for use outside HV
2: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No IA
Created by Independent Third Party: Yes
A/ -Table Design Pressure: +N/
Evaluation Reports
Otherc:Retryforsati%�akion;WPz
Eoccoa'" '&wms
Ft474ZZ �i 0.E FCtiQZ2.946tt1ti6 ssc-pdf
assembly
limitations of use. Install the asse
in compliance with
Created by Independent Third Party: Yes
the installation method listed in
report and applicable
�lis
code sections of FBC. Refer to m
nufacturer's installation
instructions.
Back Next
:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-437-1824
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 a public records, if you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, c ntact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, eff ctive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emalls provided ma be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide he Department with an email address wh(ch can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
Elrr
F1 � :Lest 0
Credit Card
Safe 77711
httU://ww-w.floridabuilding.org/pr/pr�a.pp_dtl.aspx?param=wGEVXQwtDrlv2aBQpHpQQ... 1/10/201 S
2160 SW Poma Drive
Palm City, FL 34990
(772)872 8034
'�w_.;
2017 (6th ed.)
Compliant with Florida Building Cod
Compliant with Florida Product Appr
val Rube ## 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Proof
anel FOC Sec.1507.4.2
Yield strength: 50 ksi min.;
ttached to rain.15/32" plywood or Wood
Deck w/ min. 0.42 specific
ravity with screws. 24"' Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FOC
Sec.1507.4.3
Fastener 1(Method 1 Attachment):
9 x 1-1/2" "ex -Washer Mead wood screw* to penetrate
3/16" mina thru deck or 5/8" embe
went into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attach
ent): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5
6" embedment into good plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant wi
h FOC Sec. Chart 1507.1.1
Slope: Shall be in compliance with
BC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Lo
ds
METHOD 1
a I_F 00-T2
METHOD 3
METHOD 4
DESIGN PRESSURES
-86 PSF
i-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.
16" o.c.
6" O.C.
6" ox.
FASTENER SPACING (ALONG Panel width)
12" o.c.
2" o.c-
12" O.C.
12" O.C.
FASTENER SIZE
#9
1 ##10 ,
#10
no
UL 80-06 & 1597-041 Test
Deport C05893.01-450-13 05/02/14
Test
Report F3366.01-450-18 12/18/15
°SAS 125-03 Test
Report D05893.02-450-16 07/22/14
*EQUIVALENCY- UL 1897-04 is equivalent €
test standard UL 1897-1 x'Design pressure margin of safety 2,1
y�t 4fPPPPpgo_ _--
Locke Bowden, RE. does not have, not wits acqu re a financial intro, �+ ��r sr� � �+ oacturing or distributing products
under this evaluation. o"
Locke Bowden, P.E. is not owned, operated, or c ntrolled by air coinpa►(Vorrr �ir�fa�turea, or distributing products under this
report.Fvi
f ✓' 4.
��-<
�f
ate/; 7/7'
L
tit��n'+�`',
r. - i ^
�' .
FL17022.1 6V virirnp (26GA Steel), 24" Wide Root ranel - Details
Limitations:
1. Underlayment to be compliance with current Florilla Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6tl' 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 a , Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, �p'commended product use outside of this report.
Deck:
15132" or greater PI d, or
Mod plank
3/V"
Nominal 12"
O.C.
Panel
Overlap
-- Fasteners -
9g x 1-112' Min. or
910 x 1.10 Min. per Table';?" forRow 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
4an,�A pTti'Me
Nominal 12"
O.C.
Fasten
D 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 Wdth
Referto Table "A" for Spacing Along Panel
Length
Deck-15132" or greater
Plywood, or
-Wood plank