HomeMy WebLinkAboutPRODUCT APPROVALFL #
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AppllmUon TYPO
Revision ,
Code Version
2017
Application Status
FILE
Approved
ppC COPY
Comments
Archived
O
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street, Suite 200
r - Louisville, KY 40202
(502) 855' 4300
dstermer@metalsales.us.com
Authorized Signature David Siemer
Technical Representative
Address/Phone/Email
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
Validated By
Cerdficate of Independence
Roofing
Metal Roofing
SCANNED
BY
St. Lucie County
DEC 17 2M
ST. Lucie County, Permitting
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'=] Evaluation Report - Hardcopy Received
Bela Sockalingam
PE-62240
Keystone Certifications, Inc.
12/27/2026
Yoosef Wvi, P.E.
Ei Validation Checklist- Hardcopy Received
FL14645 R3 COI Certif cat Indeoende ce odf
Referenced Standard and Year (of Standard) Standard
FM 4470
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2012
2003
2012
2006
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY of THE
CONTRACTOR OR RECORD
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ST. LUCIE COUNTY BUILDING DIV ON
REVIEWED FOR COMPLIANCE , n AAj--1
HLANb AND PERMIT MUST BE KEPVO ]08
SITE OR NO INSPECTION(S) WILKA MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
vionaa Building Code Online. Page 1 of 4
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1 product Approval
d pm q raUBeaCPubneuer
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Product Approval Meth__ ..Method 1 Option D
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summarl, of Products
FL # i
Model, Number or Name
Description
14645.1
2.5" Corrugated
Min. 26 ga., 21.33' wide coverage through fastenedroof
panel over min. 19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FI 14645 R3 fI Eva1uationReoortC2182 1 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0
Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c.
FI 14645 R3 AE Evaluatlo0BgQortC2182 1 odF
and 86.0 psf at fastener spacing of 12"o.c.
Created by Independent Third Party: Yes
14645.2
3V-Comp
Min. 26 ga., 24 wide through fastened roof panel. over min.
19/32" thick plywood deck with fasteners through panel gat.
Limits of Use
Installation Instructions
Approved for use in. HVHZi No
FL14645 R3 II E aluat'onReoortC2187 2 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam, PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-149.6
Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24"
FL14645 R3 AE EvaluationReportC2182 2.odf
o.c., 131.3 psf at fastener spacing of 18" o.c. and 149.6 psf
Created by Independent Third Party: Yes
at fastener spacing of 12".o.c.
14645.3
SV-Crimp
Min. 26 ga., 24" wide through fastened roof panel over min.
19/3Z" thick plywood deck with fasteners through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 11 E 2luatonReDortC2182 3 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
--Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75
Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36"
Fl 14645 R3 AE E aluat'onlleportC2182 3 odf
o.c., 74.8.psf at fastener spacing of 16" o.c. and 196.75 psf
Created by Independent Third Party: Yes
at fastener spacing of 8"o.c.
14645.4
SV-Crimp
Min. 26 ga., 24" wide through fastened roof panel over min.
15/32" thick plywood deck or 7/16" thick OSB with fasteners
through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 II Evalu Co R oortC2162 4.00
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Parry: Yes
Design Pressure: +N/A/-172.5
Evaluation Reports
Other: Uplift load'of 30.0 psf at fastener spacing of 36" o.c.
FL14645 R3 AE EvaluaronReoortC2182 4 odf
and 172.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.5
Aluminum Classic Rib
Nom. 0.032" thick, 36" wide, aluminum through fastened
roof panel over min. 15/32" Mick plywood deck or 7/16"
thick OSB.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14645 R3 fI Fygl"gl;lgnReportC2182 S,odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A1-120
Evaluation Reports
Other: Uplift load of 30 psf at fastenerspacing of 36' o.c,
FL14645 R3 AE Ev9l9atonReoortC2182 5 odf
and 120 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.6
Aluminum. Vertical' Seam
Nom. 0.032" thick, 16" wide, aluminum standing seam roof
panel over min. 15/32" thick plywood deck or 7/16" Mick
OSB.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 R3 11 EvaluationtigogqC2182 6 Ef
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-97.05
Evaluation Reports
Other: Uplift load of 41i6 psf at clip. spacing of 36" o.c.,
F1.14645 R3 AE EvalLatlonReoortC2182 6 odf
71.0 psf at dip spacing of 12" o.c. and 97.1 psf at clip
Created by Independent Third Parry: Yes
spacing of 12"o.c. with sidelap adhesive.
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Florida Building Code Online
Page 3 of 4
14645.7
Aluminum Vertical Seam
3 thick, wide,aluminumstanding seam roof
panel overmin. 19/32"
Limits of Use
Installation Instructions
FL14645 R3 U E I do R o tC2182 7 oaf
Approved for use In HVHZ: No
Approved for. use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 6224U
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-162.0
Evaluation. Reports
g3 AE FvaIU4tlq0ReQOrtC2l82 7 odf
Other: Uplift load of 41.6 psf at clip spacing of 36" o.c.,
100.2 psf at dip spacing of 12" o.c.: and 162.0 psf at clip
F' 14645
Created by Independent Third Party: Yes
spacing of 12" o.c. with support strap.
14645.8
ClassidRib
Min. 29 ga., 36" wide through fastened roof panel over min,
15/32" thick plywood deck.
Limits of Use
Installation. Instructions
"' ` ^• ^..e"""Mr21a2 a ,.cif
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
•� •
F 140
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-91
Evaluation Reports
6
Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c.
FL14645 R3 AE EvaluationiteoortC2182 odf
and 91 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.9 Classic Rib
Min. 26 ga., 36" wide through fastened roof panel over min.
19/32" thick plywood deck.
Limits of Use
Installation Instructions
ionReoartC2182 9 ndf
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3 tt Eva
Verified By: Bala Sockalingam PE'62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-133.9
Other: Uplift load 'of 74.8 psf at fastener spacing of 36"
Evaluation Reports
F1 34645 R3 AE EvglualonReportC2182 9 odf
o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf
Created by Independent Third Party: Yes
at fastener spacing of 18" o.c.
14645.10
Classic Rib
Min. 29 ga., 36" wide through fastened roof panel over min.
7/16" thick OSB deck
Limits of Use
Installation Instructions
FL14 5 R3 tt EvaluationReoortC2182 10 9df
Approved: for use In HVHZ: No
Approved for use outside HVHZ: Yes
Verified BY: Bala 5ockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-135.0
Evaluation Reports
Eva199IlQn9eoortC21B2 10 odf
Other: Uplift load of 45: psf: at fastener spacing of 24' o.c.
FL14645 R3 AE
and 135 psf at fastener spacing of6" O.C.
Created by Independent Third Party: Yes
14645.11
Classic Rib
Min. 29 ga., 36" wide through fastened roof panel over min.
15/32" thickplywood deck.
Limits of Use
Installation Instructions
11
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3 11 E aluadonReo rtC21U odf
Verified By: Bala: Sockalingam PE.62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.5
Evaluation Reports
Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c.
F1 14645 R3 AE EvalWationRenortC2182 11 odf
and 13B.5 psf at fastener spacing of 12" O.C.
Created by Independent Third Party: Yes
14645.12
Image II
Min. 26 ga., 16" wide concealed fastened roof panel over
min. 15/32" thick plywood deck or 7/16" thick OSB.
:Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
F1.34645 R3 11 Ev luatio ReportC2182 12 ndf
Verified By: Bala Sockalingam PE 6224U
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.55
Other: Uplift load of 20.8 psf at fastener spacing of 24"
Evaluation Reports
FLt40a5 R3 AE E I t Reoo tC2182 12 odr
o.c., 63.5.psf at fastener spacing of 6" o.c. and86.55 psf at
Created by Independent Third Party: Yes
fastener spacing of 6"o.c. with sidelap: adhesive.
14645.13
PBR-Panel or R-Panel
Min. 26 ga., 36" wide through fastened. roof panel over min.
15/32" thick plywood deck.
Limits of Use
Installation Instructions
13 odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3 TI EvaluatonRedortC2182
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.0
Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c.
FL14645 R3 AE E aluationReportC2182 13 odf
and 131.0 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.14
Pro -Panel II
Min. 29 ga., 36" wide.through fastened roof panel over min..
15/32" thick plywood deck.
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Limits of Use
Approved for use in HVHZ: No
Approved for use outside_HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-71.S
.Other: Uplift load of 41.6 psf at fastener spacing of 24" o.c.
and 71.5 psf at fastener spacing of 12' o.c.
Installation Instructions
F1 1 ray Ri 11 EvaIuatIonReQortQZWZ 14.odf
Verified By: Bala Sockalingam PE 6224U
Created by Independent Third Party: Yes
Evaluation Reports
Bad Nett
Yes
Conladil ::z dTOM1 FL32322PhOPeTBSOA87-1824
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Product APP.1 APmpts:
Credit Card
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i5, F.S. must pr9Nde Me oepartment.1M an ema0 address If
ever¢mall add. are public record. it you do not w h to
anuadle 10 Me public To determine If you are a poursee under
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Florida Building Code Online . -
Page 1 of 2
Business r a
BCIS Home I !,no In I User Regl4r tion Not Topics I Submit SurNarye 5tats a Facto
doo ra
Product Approval
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ftdgtAPPMvall4enu>PmdudAoolic,tionSe r ,>AenllCation LI >ApplloUan UeWl
- Fl- # FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliances Method
Florida Engineer or Architect Name he developed
the Evaluation Report
Florida IJcense
Quality Assurance Entity
Quality Assurance Contract. Expiration: Date
ValidatedBy
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
C
=[a-
P.1iff.tionS I FBC St ff I Bps snit Nap I Unika"I Seartll I
FILE copy
Tfl-Bullt Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.rulz@trJbu!Jtmg.com
David Ruiz
david. ruiz@tribuiltmg.com
DEC 17 2018
David Ruiz
250:Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.rulz@tribuiltmateriaisgroup.com
Roofing,
Underlayments
- 02 ZZ_
Evaluation Report from a -Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report- Hardcopy Received
Robert Nieminen
PE-59166.
UL LLC
07/18/2020
John W. Knezevich, PE
u Validation Checklist- Hardcopy Received
FL36048 R6 COI 2917 01 COI NI rninen odf
Standard
ASTM D1970
ASIM G155
FIX 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Year
2015
2005
2011
2012
2012
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Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL *
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Approved for use in HVHZ: No
Installation
Installation Instructions
Instructions
Approved for use outside HVHZ: Yes
8 R6 tI o9 FINAL ER TRS-
BUILT UNDERLAYMENTS FL16048-R6 df
Impact Resistant: N/A
Design Pressure: +N/A/-150
Verified By: Robert Nieminen PE-59166
Other: 1.) The design pressure noted herein pertains to. use
Created by Independent Third Party: Yes
Evaluation
Of foam -on tile systems overtop the self -adhering
Reports.
FL16048 R6 AE 2017 09
underlayment for one particular application. See ER Section
FINAL ER TRI-
BUILT UNIDERLAYM NT FL16048-R6.odf
5.6.4.for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Parry: Yes
Use.
Back Nezi
COntaC[U N 0601 el lt &gn, Road T Phone, 85e-4a7-182O
Tie Soto of nodda Is an ANEE0 emp10yer. Cooydaht 2onT-2`U [ f ld :; pdvan�ent :: A�s'NiN c3 m^nc j: pen,nd St temcn[
do notseno
•P..ort to
:mall address If
10 not WiSh t0
a licensee under
Product Approval Accepts;
®®FeR =
01111119M. FROM
SCN Il t \'(.1'. LTI'R I C5
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