HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOF1/4/2018 Florida Building Code Online
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`4 Product Approval RECEIVED
USER: Public User
Product Aoorovai Menu > Product or Aoalicatlon Search >a p [cation II J A N 2 9 2018
� r FL # FL17022-117 ST, 1-14le (;Pgntiy, Permitting
Application 'type Revision
Code Version 2017
Application Status Approved
ST. LUCIE COUNTY
Comments 18/2017v. date reap ly Q$/21/17BUILDINC DIVISiO
..
Archived FOR COMPLI
Ra-VIEWED 13Y
Product Manufacturer Extreme Metal Fabricat 'rsPl&*CE -S-Z-t
Address/Phone/Email 2160 SW Poma Drive i PLANS AND PF�, FAIT
Palm City, FL 34990 r P+1U -T BE KEPT Of(' JOB OR
N (772) 872-8034 O 1PISPECTION WILL EE MADE
fivalidation@yahoo.corrJt
Authorized Signature Richard McKuhen
fivalldation@yahoo.cME 91hOFCY
NFOUIRE0 P2; Fir-10 ito-:,rimron `ri r
Technical Representative Richard McKuhen WAY UE i1 EOSS. i+� Ii'u C1fil)G Ill
Address/Phone/Email Palm City, FL 34990��I' PlY WITH AW, AIPPW�p�},�
(772)872-8034
rchard@emfab.net p `
Quality Assurance Representative Ct�PiC>;,�1L�� I �� i�riLl{n
Address/Phone/Email ARE THE R5PONSIEILp OF THE
Category Roofing CONTRACTOR OF RECORD
Subcategory I Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fic
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name. who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
BOWDEN
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
� Validation Checklist- Hardcopy Received
•.rLrL'ZitLolYl111��7A!Llt
Standard
Year
TAS 125
2003
UL 1897
2012
UL'
2006
�
hops.//www.floddabuilding.org/car/pr app dtl.aspx?param=wGEVXQwtDgv2aBQPHpOde6rMZMkUEoR%2bGxHGxFe5QkCHzEgvoQveeg%3d%3d 1/4
1/4/2018
Florida Building Code Online
Sections from the Code
Product Approval Method '
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
I
FL # Model, Number or Name Description f
17022.1 i - 115V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof pa el
mechanically attached to 15/32" plywood or Wood De wit
fasteners
of Use
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ Table A
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
manufacturer's Installation instructions
17022.2 `- _..._ _.. 2 _ ;,SV Crimp" (116)
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
assembly In compliance with the installation method listed in
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3 13 - 111.5" Mechanical Seam" (115)
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
limitations of use,
th
InstalInstall
lat oen method lis d In this r port applicable complianceihe
and code
aectiono of FBG. Refer to manufacturer's installation
Instructions.
installation Instructions
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.1 5 V CRIMP ssrpdf
Created by Independent Third Party: Yes
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa
mechanically attached to 15/32" plywood or Wood Deck wit
exposed fasteners _
installation Instructions
F 1 022 R7 lI n 17 22.2 S V PRIMP 0 032 ALU ssr.
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 07 AE FL 17022 2 5 V CRIMP 0 032 ALUM Seri
Created by Independent Third Party; Yes
1.5" rib height, 16" wide, 24 gauge steel, standing seam rc
panel mechanically attached to 15/32" plywood or wood de
with clips and fasteners.
Installation Instructions
FL17022 R7 II FL 170Z 3 1 5 MECHANICAL
seam 24aa ssr off
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17 22 R7AF FL 1702�3 1 5 MECHA ICAL
seam 24aa_�sr.edf
Created by Independent Third Party: Yes
17022.4 4 - "1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 0.032" aluminum, stanaing seam
roof panel mechanically attached to 15/32" plywood or Wet
Deck with clips and 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
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
instructions. —
Installation Instructions
FL17022 R7 II FL 17022 4 MECEC ARAM
AL MINUM ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports d n BANCTAL SEAM
p , �m� R7 AE FL 17022
ALUMINUM ssr.odf
Created by Independent Third Party: Yes
1" rib height, 16" wide, 26 gauge steel, standing seam root
17022.5 5 - "1 in. Nall Strip" (115)
_ '."...�n..� �n .c..cnt.r•t-I�Fn�ril]vRAO%3d%3d 214
1/4/2018
1
Florida Building Code Online
panel mechanically attached to iS/32" plyw000 or woos ae
with fasteners.
Limits of Use
II
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr. odf
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 1.0 NAIL5TRIP 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.
i
17022.6
6 - "1 In. Nall Strip" (I5)
1" rib height, 16" wide, 0.032" aluminum, standing seam ri
panel mechanically attached to attached to 15/32" plywooc
Wood Deck with fasteners,
Limits of Use
Installation Instructions
FL17022 R7 II FL 17022 6 1 0 NAIL STRIP 0.032
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
ALUM ssr.pdf
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
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
limitations of use. Install the assembly in compliance with the
ALUM ssr.Ddf
installation method listed in this report and applicable code
sections of FBC. Refer to manufacturers Installation
Created by Independent Third Party: Yes
Instructions.
17022.7
7 - "1.5 in. Nall Strip" (I15)
1.5" rib height, 19" wide, 26 gauge steel, standing seam rc
panel mechanically attached to 15/32" plywood or wood de
I
with fasteners.
Limits of Use
Approved for use In HVHZ: No
Installation Instructions
FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr pdf
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
Other: Refer to evaluation report for conditions and
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf
Created by Independent Third Party: Yes
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)
instructions.
17022.8
8 - "EMAX Rib" (115)
29 gauge steel, lapped roof panel mechanically attached to
I
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Installation Instructions
a Fnnax Rih ssr ndf
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 II
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ Table A
Evaluation Reports
Rih
Other: Refer to evaluation report for conditions and
limitations of use. Install the assembly in compllance with the
•.2 R7 A ei � ��n77 A FMAY ear ndf
FL17022 n. � -
Created by Independent Third Party: Yes
Installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's Installation
instructions.
r
17022.9
9 - "PBR MAX" (115)
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Installation Instructions
FL 17022.9 PBR RIB ssr odf
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 II
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
evaluation Reports
PBR RIB ssr.Ddf
other. Refer to evaluation report for conditions and
limitations of use. Install the assembly in compliance with the
FL17022 R7 AE FL 17022.9
Created by Independent Third Party: Yes
installation method listed in this, report and applicable code
sections of FBC. Refer to manufacturer's Installation 1
Instructions.
® M
Conte Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850 487-1824
The State of Florida Is an AA/EEO employer. Coovrloht Z907-Z013 State of Florida_ :: Private ::
accneeitdilty Stag :: Refund Statement
I
t a,.,...rti.a.,,.,a.,ryrtahiitlrlinn r re/odor aop dtl.aspx?param=wGEVXQWtDgv2aBQpHpOQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 314
Palm City, Fl. 34990
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 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. OA2 specific gravity with screws. 24" Coverage
Rib Height 3/8rr
Corrosion Resistant Compliant: FBC Sec.1S07A-3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/1V min. thru deck or 5/811 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 3/1V min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underiayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1S07. Fastener attachment specifications above
Install Details: Table A Allowable Loads METHOD 1 METHOD 2 M ETHOD'01 PSF METHOD2 4
DESIGN PRESSURE* -86 PSF -93.5 PSF
SIF
16" O.C.16P O.C. W O.C. 6" o.c.
ROW SPACING
FASTENER SPACING ALONG Panel width) 12" o.c. 12" o.c. 12" O.C. i2" o.c.
#g #10 #10 #10
FASTENER SIZE
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report [0893.01-450-18 12//1
Test Report F3366.01-450-18 /18/i5
TAS 125-03 Test Report D05893.02-450-18 07/22/14 Z.1
*EQUIVALENCY--UL 1897-0�4 is equivalent to test standard UL 2899 �%j t ..IDw/9n pressure margin �
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.
U
v•
\�■6gyp `1�1='®e ��
Ira ZONAL �;
or dlstributing products
rer, Astributing products under this
FI-17022.1 5V Crimp (26GA Sti
Limitations:
1. Underlayment to be compliance with current Florida Buildinc
2. Minimum slope to be c ompliant,wlih Florida Building Code 2
3. Products are compliant for State of Florida product approval
4. Engineering analysis for "project specific approval by local a
5. Fire classification is not part of this acceptance. Shear diapt
6. Support framing in compliance w/FBC 2017 6h ed., Chapter
Structural Loading.
7. This report does not imply warranty, installation, recommenc
De&
- Isw orgreater Plpwa or
-wood plank
12'
3V
T
12"
Panel
Overlap
2V Wide Roof Panel - Details
Code (FBC)2017 61 ed.
117 6t' ed., and per with Manufacturer's installation reference.
)er Rule 61G20-3. Compliance Method: 1-D
ithorities w/jurisdiction is allowed by other registered engineers.
agm values are outside this report.
22 for Steel, Chapter 23 for Wood and Chapter 16 for
Panel
Deck-1
I product use outside of this report.
or sv OM Roof Pgnel
perT80 A' ro►Row
Design Pmssuros
ad Wood Scmm
1�
12"
=112" Min. or #10 x 1-1/2" Min. per
"A" Hex Washer Head Screw
ed 12" o.c. across the Panel Width
r to Table "A" for Spacing Along Panel
?" or greater
or