The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 4 :ot t BM Home I Us In I UserR g�ratlaa Ha[Topi6 I SvbmRSvi arpe MIS&"M P bUoW I rBC SbH I aCIS Site Map 1 unvs I SearcA E did ;' Product Approval FILE COPY r m USBB: PUNicu�r Mdvd Avc.M Melil iPr d, Jk Wti > WQWnLht> App11MUon Dp l FL# FL14645-R3 Application Type Revision Code Version 2017 MAR 012019 Application Status Approved[—RECEIVED T Lucie County, Permitting Comments Archived Product Manufacturer C0NCE4L Ebd90ff4W9iATfACHM@RS AR67HE RESPONSIBILRY OFTHE 00WRACiOR OR RECORD Authorized Signature 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Stand rd@ S,/� Certified By— ----� -Q11 Sections from the Code ST. LUCIE REVIEWED PLANS AND SITE OR NO SCANNED BY Metal Sales Manufacturing Corporation St. Lucie County 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstenner@metalsales.us.com David Stermer dstermer@metalsales.us.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT [,AAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Roofing Metal Roofing Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report- Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. Validation Checklist - Hardmpy Received F-14645 R3 COI CertificateIndependgnce.of Standard FM 4470 TAS 125 UL 1897 UL 580 MUST BI TION(S) I/J Year 2012 2003 2012 2006 https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtD9sw8ZVNfe8A... 1/12/2018 Product Approval Methou - Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/1212017 SUmma-Of-PlgDAccs_ Model, Number or Name - Description FL # 14645.1 2.5" Corrugated Min. 26 ga., 21.33"wide coverage through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Fl 14645 R3 II E al zt'onR oortC2182 1 cif Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sorkalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Other. Uplift load of 82.3 psf at fastener spacing of 36" O.C. Evaluation Reports F 14645 R3 AE Evaluatlo Reo rtC2182 l ndF and 86.0 psr at fastener spacing of 12"'o.c Created by Independent Third Party: Yes 14645.2 SV-Crimp Min. 26 ga:, 24 wide through fastened mof panel over min. 19/32" thick plywood deck with fasteners through panel Oat. Limits of Use in, Instructions FL14645 R3 U E I at'onReoortC2182 2 DS f 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/-.149.6 Other: Uplift load of 84.5 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE E al Ho li o-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 over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions F ai'21 a2 3 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockaltngam PE 62240 Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports AE lua6 Reo rtC2182 3 df Other: Uplift load of 41.6 psf at fastener spacing'of 36" o.c.,. 74.8-psf at fastener spacing of 16"'o.c. and 196.75 psf EL14645 R3 Created by Independent Third Party: Yes at fastener spacing of 8"b.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 EL14645 R3 It E t at'onR oortC2182 4 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/-172.5 Evaluation Reports R3 AE E al t'onR oortC2182 4 odf Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL14645 Created by Independent Third Party: Yes and 172.5-psf at fastener spacing of 6" o.c 14645.5 Aluminum Classic Rib Nom. 0.03Z" thick, 36" wide, aluminum through fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions 6-s R3 St E tat Reo rtC2182 5 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Other:. Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE E aluationReo rtC2182 5 odf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.E Aluminum Vertical Seam pa el over min. 5/32" thick plywood deck oe, aluminum ri7/16 seamng roof OSB. Limits of Use Installation Instructions R14645 R3 tt E alu tlo R rtC2182 6 cif 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.PrA/n97.05 _ _- _ _--_ Other: Uplift oad of 41.6 psf at dip spacing of 36" o.c., Tidip _Evaluation Reports FLi4645-R3-AE-E luau nReoortC2182-6- df- 71.0 psf at spacing of 12" o.c. and 97.1 psf at clip Created by independent Third Party: Yes spacing of 12" o.c. with sidelap adhesive. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1 /12/2018 Florida Building Code Online Page 3 of 4 14645.7 I Aluminum Vertical Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- N/A Design Pressure: +N/A/-162.0 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 dip soaking of 12" o.c. with supPortsMil- Nom. 0.032" thick, 16" wide, aluminum standing seam roof panel over min. 19)32" thick plywood deck Installation instructions FL14645 R3 iI E'aluatiorgeoortC2182 7 df Verified By: Bala Sockalingam PE 62240 -Created by Independent. Third Party: Yes Evaluation Reports R3 AE EvaIL t'o ReoortC2182 7 odF Created by Independent Thtrd Party: Yes 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Approved for use in HVHZ: No installation Instructions R 14645 R3 R Eval ti R rtC2182 8 df Approved for use outside HVHZ: Yes Verified BY: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Evaluation Reports at fastener spacing of 48" O.C. of 6" o.c. 14645.9 Classic Rib Min_26 ga., 36" wide through fastened roof panel. over min. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-.133.9 Other: Uplift load of 74.8 psf at fastener spacing of 36" o.c., 92.3 psf at fastener spacing of24" o.c. and 133.9 psf at fastener spacing of 18" o.c. 14645.10 1 Classic Rib moved'for use in HVHZ: No ,roved for use outside HVHZ: Yes pact Resistant: N/A rign Pressure: +N/A/-135.0 ter. Uplift load of 45 psf at fastener spacing of 24" o.c. 135 psf at fastener spacing of 6" o.c. Installation Instructions E:14645 R3 II E luat Report62182 9 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party:.. Yes Evaluation Reports F. R E c.," ationoeportC2182 9 odf Created by Independent Third Party: Yes Min. fastened roof panel over min. 7/16-thick O5B deck Installation Instructions 645 R3 U EvaluationReogggJ82 io odf Verified BY: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes by 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. , Rn?' rhink nlvwodd deck. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure: +N/A/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. and 138.5 psf at fastener spacing of 12" O.C. 14645.12 1 Image II Limits OfUse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener. spacing of 24" o.c., 63.5 psf at fastener spacing of 6" O.C. and 86.55 psf at fastener spacing of 6" o.c. with sidelap adhesive. by Min. 26 ga.,. 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck,, 7/16" thick OSB. Installation Instructions Party: Yes by Independent Third Party: 14645.13 PBR-Panel or R-Panei Min. ., aide throodeckugh fastened. roof panel over min. 2" thick plywood Limits of Use Installation Instructions F 14645 R3 R Ejv ['o ReoortC2182 13 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/-131.0 Other: Uplift load of 30.0 psf at fastener SDaring of 46""o:a- Evaluation Reports -FCi4645-R3-AE-Ev IuabonReoortC2182 1a-odf— _ and 131.0 psf at fastener spacing of 6" ox Created by Independent Third Party: Yes _ 14645.14 1 Pro -Panel II Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. https://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A.-. 1/12/2018 Florida Building Code UnIme'- Limits of Use Installation Instructions Approved for use in HVHZ: No FL34645 R3 tl Ev luau ReoortC2182 Approved for use outside HVHZ: Yes VerlHe ; 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 sparing of 24° O.C. FL14645 R3 AE E 1 atlonR portC2182 nod 71 s nsf at fastener soadna of 1Z" o.c. Created by Independent Third Party: Yes sack -- Next- f ntaR Ie ::2W1813Stun R- d TaA � 32399 Ph • e ]-M197-1924 TheState Of BOMB k en AA/ES0einpl0y�.r^^"'o1d 2007-2013 State of MMa::: Privacy Staten ::A ilT Statement::0.f M State Y produR Appr [AcceptO ®®M Krg Credt Card Safe https;//www.floridabuilding.org/pr/pt_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 [ rr r 'r e BCIS Hame 1 Log [n i nserlEegl�atbn 1 Florida pr 'l .rR'.° Product Approval uses: wen r FL # ,Application Type Code Version Application Status Comment, Archived Product Manufacturer Address/Phone/Email Authorized: Signature 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 Certificate of Independence Referenced StandardandYear (of Standard) Equivalence ofProduct,Standards— - Certified By Sections from the Code Y1f rs q I o8!xiaWE, seprt'.nesrzi oer/rvy�iSioWs Cu'narlP9 ` FL36048-R6 Revision MAR 01 2019 2017 Approved ST. Lucie County, Permlttiftq SCANNED ❑ BY St. Lucie County Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david. miz@tribuiltmg.com David Ruiz david.ruiz@tribpiltmg.com David Ruiz 250'Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david. miz@tribuiltmaterialsgroup:mm Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LL3 Evaluation Report- Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevlch, PE Lt Validation Checklist- Hardcopy Received W6048 R6 COI 2017 01 COI Nierninen,odf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https:llwww.floridabuilding.org/pr/pr app_ tl.aspx?paramwGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC.Approval Date Approved Summary ol Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 -FL * Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof unde_rlayments Limits of Use Approved for use in Installation Instructions tide HV Approved for use outride HV HZ: Yes EL16048 R6 II 2017 0 FINALER TRI- .BUILT UNDERLAYMENTS FL16048 R6 df Impact Resistant: N/A DOther:esign Verified By: Robert Nieminen PE-59166 .on The .) The design Pressure herein pertains to use -of Created by Independent Third Party: Yes' Evaluation Reports f foam systems foam -an tile systems overtop the self -adhering overtop the Self FL16048 R6 AE 2017 0 FINAL ER TRt underlayment for one particular application See ER. Section BUILT UNDERLAYMENTS FL16048-R6 df 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Rert C04ma,US:: 201 B1611 ShoM 0.oni6, lNi8 M1 - PhP i 8_ 5n 7-1824 The sNae of aPdm is an &i eao ¢mPlPyer. :: P acv Std[en nt!: A¢ 10,'N Mlemn :: Re rnh E ttaRmenl do not Send 'Puraant In .n edd e if Jo not wsh td a amnsee. under Product Approval Ar Prs: ® ® F�07 RE M 'e e SCCllT,lltlAfITAICS https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018