HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
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Application Type
Revision vLslon
REVIEWED
Code Version
2017
Application Status
Approved
Approved
(� ��f� l� 4'1
CODE COMPLIANCE
ST. LUCIE COUNTY
Comments
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BOCC
Archived
Product Manufacturer
'Metal Sales Manufacturing Corporation SCANNED
Address/Phone/Email
545 South 3rd Street, Suite 200 BY
Louisville, KY 40202
(502) 8554300
St..Lucie County
dstermer@metalsales.us.com
Authorized Signature David Stermer
dstenner@metaleales.us.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
:J Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Bala Soclalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/27/2026
Validated By Yoosef Lavi, P.E.
Gam' Validation Cheddist - Hardcopy Received
Certificate of Independence F114645 R3 Cof Certifcatelndeoendgnce pdf
Referenced Standard and Year (of Standard) Standard Year
FM 4470 2012
TAS 125 2003
UL 1697 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.ftoridabirilding.orglprlpr_app_dtl_aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018
Product Approval Method 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
summary of Products
Number or Name
Description
FL*
14645.1
r2.5"rrugated
Min. 26 ga., 21.33" wide coverage through fastened roof
panel over min. 19/32" thick plywood deck.
Limits ofUse
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
F1 14645 R3 II E I t' R ftC2182 1 df
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0
Evaluation Reports
E IuallonReo rtC2182 1 odf
Other. Uplift load of 82.3 psf at fastener spacing of 36" o.c.
2 14645 R3 A
and 86.0 psf at fastener spacing of 12" o.c.
Created. by Independent Third Party: Yes
14645.2
SV-Crimp
Min. 26 ga., 24 wide through fastened roof panel over min.
19/32".thick plywood deck with fasteners through panel Oat.
Limits of Use
Installation Instructions
2
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3 TI Eval aConRepprtC2182 odf
Verified By: Bala SOCkalingarn PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-149.6
Other: Uplift load of 84.5 psf at fastener spacing of 24"
Evaluation Reports
EI 14645 R3 AE E I atip Q Rep- rtC2182 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 ovImin.19/32" thick plywood deck with fastenersthrough pa
Limits of Use
Installation Instructions
3 df
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3 II EviiluaijilnRetiortC2182
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-196.75
Evaluation Reports
3
Other: Uplift load of 41.6 psf at fastener spacing of 36"
FL 6a5 Rs AE Ev I -tio ll rrr'p18Z odf
o.c., 74.8 psf at fastener spacing of 16' o.c. and 196.75 psf
Created by Independenu 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
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II E I atia ilportC2182 4 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
impact Resistant: N/A
Created by Independent Third Party:. Yes
DesignPressure:.+N/A/-172.S
Evaluation Reports o
a odf
Other: Uplift load of 30.0 psf at fastener spacing of 36' o.c
F' ""' "" "" ^^^••f21R2
and 172.5 psf at fastener spacing of 60 o.c
Createdby Independent Third Party: Yes
14645.5
Aluminum Classic Rib
aluminum through fastened//16 a
imin.
roof panel over 15/32eththick plywood deck o
thick OSB.
Limits of Use
Installation Instructions
Ai 5„nf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
F •-"` ^' •' �••'•'r""pe^^.rrpt
Verified By: Bala Sockalingain PE 6224U
Impact Resistant: N/A
Created by Independent Third. Party: Yes
Design Pressure: +N/A/-120
Evaluation Reports
S.pdf
Other. Uplift load of 30 psf at fastener spacing of 36" o.c.
F' 14645 R3 AE E aluatinReportC2182
and 120 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
14645.E
Aluminum Vertical Seam
seamng roof
16" wide, aluminum ck
pa el over min. 5/32" thick plywood de, orl7/16
OSB.
Limits of Use
Installation Instructions
Fl 14645 R3 II ad Re ortC2182 6 odf
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
-Eva
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Parry: Yes
Design Pressure: +N/A/-97.05
Evaluation Reports
6 odf
Other: Uplift load of 41.6 psf at dip spacing of 36" o.c.,
FLI4645 R3 AE E al adonReportC2162
71.0 psf a[ dip spacing of 12° o.c, and 97.1 psf at clip
Created by Tndependent Third Party: Yes
" Hnn of 17° n_r. with sidelao adhesive.
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018
1'lul lu" lJUl..5 vvuv
14fi45.7
Aluminum Vertical Seam
16' wide, aluminum nding seam roof
Panel
over minick,
19/32' thick plywood deck
Limits of Use Installation
Instructions
FI 14645 R3 tl EvaluatlonReoortC2182 7 odf
Approved for use in HVHZ: No
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/-162.0
Evaluation Reports
R AE E al�aU Reo rtC2182 7 odf
Other: Uplift load oP41,6 psf at clip sparing of 36" v.c.,
FL14645
100.2 psf at dip spacing of 12' o.c. and 162.0 psf at dip
Created by Independent Third Party: Yes
spacing of 12" o.0 with support strap.
14645.8
Classic Rib
Min. 29 ga., 36' wide through fastened roof panel over min.
15/32":thick plywood deck
Limits of Use
Installation Instructions
182 8 odF
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Fl 14645 R3 11 Eval aUonR0_0ft
Verified By: Bala Sockalingam PE 62240
Impact Resistant N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-91
Other: Uplift load of 41.5 psf at fastener spacing of 481 o.c.
Evaluation Reports
FI 14645 R3 AE E alua8 ReoortC2182 6 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:overmin.
19/32- thick plywood deck..
Limits of Use
Installation Instructions
9 odf
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Fl 14645 R3 It Ev I ado ReoortC2182
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-133.9
Evaluation Reports
" "tionReporHOf P2 o ndf
Other: Uplift load of 74.8 psf at fastener spacing of 36'
F 1 Ra
o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf
Crea�tl by Intlependent Third Party: Yes
at fastener spacing of 18' o.c.
14645.10
Classic Rib
Min. 2rough fastened roof panel over min.
thick OSB deck
Limits of Use
.Installation Instructions
10 odf
Approved for use In HVHZ: No
FL14645 R3 II EluationReoortC2182
Verified By: Bala Sockalingam PE 62240
Approved for use outside HVHZ: Yes
ImpactResistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-135.0
Evaluation Reports
Evaluatlo Reoo tC2182 10 edf
Other: Uplift load of 45 psf at fastener spacing of 24" o.c.
FL34645 R3 AE
and 135 psf at fastener spacing of 6' c.c.
Created by Independent Third Parry: Yes
14645.11
Classic Rib
9 ga., 36' wide through fastened roof panel over min.
15/32plywood
Limits of Use
Installation Instructions
11 odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 k3 II E aluati nReo rtC2182
Verified By:.Bala Sockalingam PE 6224U
Impact Resistant N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.5
Other: Uplift load of 68.4 psf at fastener spacing of 24" O.C.
Evaluation Reports
R14645 R3 AE E I B R rtC2182 11 cif
and 138.5 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
12 odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL34645 R3 li Evaivat' Re ort02182
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Intlependent Third Party: Yes
Design Pressure: +N/A/-86:55
Evaluation Reports
1 J df
Other: Uplift load of 20.8 psf at fastener spacing of 24"
FL14643 R3 AE EvalUatiQnReGQrtC2jB2
o.c., 63.5 psf at fastener spacing of 6' o.c. and-86.55 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.
15132" thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R3 it Waluat'onReoOrtC2162 13 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/-131.0 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. FL14645 R3 AE E aluationRep rtC2182 13 odf
and 131.0 psF at fastener spacing of 6' D.C. Created by Independent Third Party: Yes
14645.14 Pro -Panel II a., 36" wide plywood through fastened roof panel over min.
MS/329th
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pazam=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018
Florida Building Code Online Page 4 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL 645 R3 11 EvaionReoortC2182 14 odf
Approved for use outside HVHZ: Yes VedBed By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
Design pressure: +N/A/-71.5 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 24" O.C. FL14645 R3 AE Ev I atlonReoortC2182 14 odf
and 71.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes
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Contra Us ::260, goad,T II M1� F 323%Phone: 850 7-1824
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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/Eman
Category
Subcategory
Compliance Method
0
REVIEWED FCP;
CODE C®9l PLIANC5
TN -Built Materials Group, LLC I0O 11110910
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.wiz@tribuiltmg.com
David Ruiz
david.ruiz@trlbuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
davld.ruiz@trib uiltmateriaisgroup. com
Roofing
Underlayments
SCANNED
BY
St. Lucie County
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 License
PE-59166
Quality Assurance'Entity
UL LLC
Quality Assurance Contract Expiration Date
07/18/2020
Validated By
John W. Knezevich, PE
EV] Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FLI6048 R6 COT 2017 01 COI NTerninen.prif
Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM'4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
https://www.floridabuilding.orglpr/pr app_dtl.aspx?paramwGF,VXQwtDgtFPmdYiND... 1/12/2018
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FeC Approval
Date Approved
Summary of Products
��I
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
FL *
Model, Number or Name
Description
16048.1
7RI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underiayments
Limits of Use
Approved for use In HVHZ:'No
Installation Instructions
FL16048 R6
Approved for use outside HVHZ: Yes
II 2017 09 FINAL ER TRI
BUILT UNDERLAYMENTS FI-16048-136odf
Impact Resistant: N/A
Design Pressure:
Verified By: Robert Nieminen PE59166
pressure url-150
Other..1-) The desiggnn pprenoted herein pertains to use
Created by Independent Third Party: Yes
Evaivatlon Reports
Of foam -on the systems overtop the self -adhering
EL16048 R6 AE 2017 09 FINAL ER TRI
undedayment for one particular application. See ER Section
BURT- ONDERLAYMENTS Ft a 48-R6 odf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
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do not send
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10 not wish to
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Product Approval A puo
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGFVXQwtDgtFPmdYiND... 1/12/2018