HomeMy WebLinkAboutProduct Approval - metal 2/21/2020 Florida Building Code Online
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Product Approval Menu>Prrduct or Aepiication Search>Application List>Application Detail
FL
FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments 08/18/2017v.date reapply 08/21/17
Archived
Product Manufacturer Extreme Metal Fabricators,LLC RECEIVED
Address/Phone/Email 2160 SW Poeta Drive
Palm City,FL 34990
(772)872-8034 MAR 2 4 1010
Rvalidation@yahoo.com
Permitting Department
i
Luce County
Authorized Signature Richard McKuhen St.
fivalidation@yahoo.com
Technical Representative Richard McKuhen ILE O PY
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990 /(A�,(�-�
(772)872-8034 @C'. p
CODE 1EY1/E® FOR
Quality Assurance Representative O®E COMPLIAI YCE
Address/Phone/Email ST. L14CIE CO NTV
Category Roofing B 0 C C
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 the LOCKE BOWDEN
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 FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
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2J2112020 Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 08/18/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08128/2017
Date Approved 10/10/2017
Slt!mmary of
RL# Mo el,Number or Name Description
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117022.1 1 -5V Crimp"(R6) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel
mechanically attached to 15/32"plywood or Wood Deck with
Limits of Use Installation Instructions
Approved for use in HV . o FL17022 R7 11 FL 17022.1-5 V CRIMP ssrpd
pproved for t=
ide HVHZ:Yes J Verified By: Locke Bowden,P.E.49704
im Wis'tant:No Created by Independent Third Party:Yes
Design Pressure.+N/Al-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the FL17022.R7,AE FL 17922.1.5 V CRIMP ssr.pd
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
I manufacturer's Installation instructions.
17022.2 2-"5V Crimp"(116) .032"Aluminum,3/8"Rib height,21"wide lapped roof panel,
mechanically attached to 15/32"plywood or Wood Deck with
exposed fasteners I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 P7 11 FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pd
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.Insitall the FL17022 R7 AE FL 17022 5 V CRIMP 0.032 ALUM ssr.pAf
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.
117022.3 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
I Approved for use in HVHZ:No FL17022 R7 11 FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ:Yes seam 24gassr.p-d
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 limitations Evaluation Reports MECHANICAL of use.Install the assembly in compliance with the installation i FL17022 P.7 AE FL 17022.3_.1.5 ME
method listed in this report and applicable code sections of i se-am 24 ssrndf
FBC.Refer to manufacturer's installation instructions. 3 Created by Independent Third Party:Yes
17022.4 14-'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 R7.11 FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ:Yes ALUMINUM ssr.pd
Impact Resistant- No Verified By:Locke Bowden,P.E.49704
Design Pressure: +N/A/-Table A I Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and limitations Evaluation Reports
of use. Install the assembly in compliance with the installation IF-1-17022 R7 AE,FL 17022.4 MECHA CIAL SEAM
method listed in this report and applicable code sections of ?ALUMINUM ssr.odf
I
FBC. Refer to manufacturer's installation instructions. g Created by Independent Third Party:Yes
1
17022.5 5-"I in.Nail Strip"(1115) 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:NoFL17022 R7-11.FL 17022.5 1.0 NAILSTRIP ssr.pd
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 I
Other:Refer to evaluation report for conditions and limitations FL17922 R7 AE FL 17022,!5 1.0 NAIj=1jTRIP ssr pdf i
of use. Install the assembly in compliance with the installation I Created by Independent Third Party:Yes
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2/21/2020 Florida Building Code Online
method listed in this report and applicable code sections of
1 FBC. Refer to manufacturer's installation instructions'
T------
17022.6 i 6-"I.in.Nail Strip"(115) 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 FL17022 R7 11 FL 17022,6 ._I,O NAIL STRIP 0,032
Approved for use outside HVHZ:Yes i ALUM ssr.pd
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 limitations Evaluation Reports
of use.Install the assembly in compliance with the installation FI R7 AE Ft,17022.6 1.0 NAIL STRIP 0.032
method listed in this report and applicable code sections of ALUM ssr.pd
FBC. Refer to manufacturer's installation instructions Created by Independent Third Party:Yes
117022.7 i 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 Installation Instructions
Approved for use in HVHZ: No t FL17022 R7 11 FL 17022..7 I.S.Nail Strip 26GA ssr.pdf
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
f
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssrp-d
of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes
I 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 Installiation Instructions
Approved for use in HVHZ-No FL17022 R7 11 FL 177022.8 EMAX Rib--S---r.P-Af-
I Approved for use outside HVHZ,Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No j Created by Independent Third Party*Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssrpd
of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes
method listed in this report and applicable code sections of II
FBC.Refer to manufacturer's installation instructions.
17022.9 19-"PBR MAX"(RS) gauge steel,lapped roof panel mechanically attached to
1
15/32"plywood or wood deck,with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 n FL 17022.9 PBR RIB ssr.pd
Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
Impact Resistant:No i Created by Independent Third Party: Yes
Design Pressure:+N/A/-Table A i Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022,9 PBR RIB ssr.12d
of use.Install the assembly in compliance with the installation Created by Independent Third Party.Yes
method listed in this report and applicable code sections of
I FBC. Refer to manufacturer's installation instructions.
Contact Us::2601 Stair Stone Road,-Fallabzyee FL 32399 Mme:850-497-1824
The State of Florida is an AAfEEO employer.Copyright 2007-20Q State of Florida.::Pn e e
�vacy statement*:ACCesgibiitltv Statemen ::Refund Stat m nt
Under Ronda taw,email addresses are public records.if you do net want your e-mail address released in response to a outitic-lem4s request,do root send electronic
mail to this entity.instead,contact the office by phone or by traditional mail.if yru have any questions,please contact 850.487.1395."Pursuant to section 455.275(1),
Florida StMfts,of ctive October 1,2012,Hcansees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emads
provided may be used for official communication with the licensee.However entail addresses are pubic record.If you do not wish to supply a personal address,please
provide ttv--DerArtnberd:vrith ar;ernad address wtach can be mad-z avadeb--to the public.To determaw if you are a hcensee under Chapter 455,F&,please click-h-e—m.
Prodtict Approval Accepts,
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2160 SW Poma Drive
Palm City,FL 34990
772)872-8034
19
Compliant with Florida Building Code 2017(61 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.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 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.
See I ever attachment specifications above
Install Details: Table A Allowable Load METHOD 1 METHOD 2 METHOD 3 METHOD 4
DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF
ROW SPACING 16"ox. 16"o.c. 8"ox- 6"o.c.
FASTENER SPACING (ALONG Panel wid ) 12"o.c. 12"O.C. 12"D.C. 12"O.C.
FASTENER SIZE #9 #10 j #10 #10
Reference Data: ARCHITECTURAL TESTIN INC.TST #:1527
UL 580-06&1897-041 Test Repo L(5893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18115
TAS 125-03 Test Report D05893.02-450-18 07/22/14
-EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1� *Design pressure margin of safety 2.1
�« Irl►►,,,
Locke Bowden,P.E.does not have,not will acquire a financial intA!'-q a icg facturing or distributing products
under this evaluation. n •; 'y
Locke Bowden,P.E.is not owned,operated,or controlled by any compaffti slrfi+ff)ttures,or tilstributing products under this
report. ' 4 Ole
06
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FI-17022.1 5V Crimp (26GA Steel), 24" Wide 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 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-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 bth 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.
Fasten&s-
#9 x 1-1/2*Min.or
t#1().1-10 Min.per Tabb W for Row 5-V OirM Roof Pane!
Spacing
Spacing and Design Pressures
Hex washer Head Wood Screws
Deck:
-I5GZ*or greater PlyN ,or
-wood plank
24-
318"
T—
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
Nominal 12-
c.
fTx'17-1/2"Min. or #10 x 1-1/2"Min.per
Table"A" Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Refer to Table'A"for Spacing Along Panel
'r
Ovedlap Length
Deck-15/32"or greater
P PIN
lywood,or
Wood plank