HomeMy WebLinkAboutPRODUCT APPROVAL`—
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Protluct Approval
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FLm R17022-R7 St. Lucie County
Application Type Revision
Code Version 2017
Application Status Approved
Comments 08/18/2017v, date reapply 08/21/17
Archived ,4
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Addre_ss/Phone/Emall
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
vauaated ey
Certificate of Independence
Extreme Metal Fabrlcatd�EV'EWED FOR
Palm SW,PomaFL
Drive Y� C®fVIPL�pN
Palm City, FL 3499Vp�r�a 'C�/
fl al Cabo @yahoo.c 1. L C COUNTY
OUN • "
e Lta� BO�C
Richard McKuhen
invalidation@yaho o.com
Richard MCKuhen
2160 SW Poma Drive
Palm City, FL 34990
rchard@emfab.net
ST. LUCIE OIJ\TY BLILDDtiG r=�'T_ N
REVIEWED FOR LIANCE
REVI 'WE l BY
DATE I
PLANS . rD PERINUT MUST BE APT ON JOB
O E NO ZtiSPECTIOY WILL BE MADE.
Roofing
Metal Roofing
Evaluation Report from a Florida RegisteredArchitect or Licensed
Florida Professional.. Engineer
1- Evaluation Report- Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications,Inc.
04/22/2024
Z criary R. Pdest,P.E.
Validation Checidist - Hardcopy Received
FU7022 R7 COT FL.17022.1 S V CRIMP ssr odP
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 500
Equivalence of Product Standards
Certified By
Sections from the Code
FILE copy
Year
2003
2012
2006
Palm City, FL 34990
Compliant with Florida Building Code 2017 (61' ed.)
Compliant with Florida Product Approval Rule # 61620-3
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 It 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" mimthru 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 1S07.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment snecifrcations ahnvP
Install Details: Table A Allowable Loads
METHOD i
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" O.c.
6" O.c.
FASTENER SPACING (ALONG_ -Panel width)
12" o.c.
22" o.c.
12" o.c.
12" O.C.
FASTENER SIZE
#9
it10
#SO
#10
Reference Data: ARCHITECTURAL TESTING, INC 'TST`ID#:1527
UL s8o-o6 & 1897-041 Test Report C05893.01-450-18 05/02/14
Test Report F3366.01-45048 12/19/15.
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-12 *Desig" pressur>? margin ofsafety2:1
rrt(nli.
Locke Bowden,.P.L does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. Is not owned, operated, or controlled by.
report.
li
s fe
;.;te�la�.- �•
`TONAL � •;�� •
products under this
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to he compliant with Florida Building Code 2017 6`° ad., and per with Manufacturers 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 wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not partof this acceptance. Shear diaphragm values are outside this report.
6. Support framing` in compliance w1FBC 2017 6th 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.
—Faamxs-
R9-1.12' ia. or
Y.70.1-1/PML,. p Tab@.A-ford w SV6in RoaFPond
Spaelag and DwIga Pressures
HuWashar Head Woad Saexs
Dedc
-Waalplark
argreatsP,Wmod;a
24'
318
Panel Profile
Nominal 12"
O.C.
12"
Fasten
f x-1-112" Min. or #10 x 1-1/2" Min. per
-Table"A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel WSdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck- 15132"or greater
Plywood, or
-Wood plank
i
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i Product Approval
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FL v
FL160.48-R6 SCANNED
APPlicabon Type
Revision
Code Version
BY
2017 I
Application Status.
Approved St. Lucie County
Comments
Archived
C
Product Manufacturer
Tri-Built Materials Group, LLC
Address/Phone/Email
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature
David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david. ruiz@tribui Itmateriaisg rou p.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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 Robert Nieminen
the Evaluation Report
Florida Ucense
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
07/18/2020
Validated By
John W. Knezevich, PE
r."• Validation Checklist - Hardcopy Received
Certificate of Independence
FIZ>i_48 R6 COI 7017 0' f l.r Nwrivnen.ndf
Referenced Standard and Year (of Standard)
Standard
Y4.ar
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
'
FRSA?RI April 2012 (04-12)
2012
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
FILE
COPY
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
FL k
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments.
Self -adhering, modified binlmen roof underlayments.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FI e 6.Qfa Rf Si 701 ino FINAL FR TRI-
Approved for use outside HVHZ: Yes -
PUllT IINDFR AYh PN'G Ft 16a4S R6t , dFdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150
Created by IndependenGhird Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of foam -on the systems overtop the self -adhering
FL.16048 R6 AE 7017 09 FINAL ER TRT-
underlayment for one particular application. See ER Section
BUD 7 11NnFR1 gybl NTS 16048-k6 f
5.6.4 for details: 2.) Refer to ER Section 5 for other Limits of
Created by Independent Thud Party: Yes
Use.
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