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Home My WebLink AboutPRODUCT APPROVALBcia Home �-Log In � User RepisbaGonHOCTog6 dFloridanr n�Product Approval p USER: Public User Rod d ArromyalM y>PmEun A��>PJ FL # Application Type Code. Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method > Appncatim Deign FL16048-R6 Revision 2017 Approved Al Piercer I un,¢ I s ici, MAR 01 2019 SCANNED BY ST. Lug1e county, Permittir, St. Lucie County Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.rulz@tr'jbuiltmg.com David Ruiz david.ruiz@tribuiitmg.com David Ruiz 250'Route 17 North East Rutherford, NJ 07073 (201) 842-2449 davld.ruiz@tr-ibuiltmater'jalsgroup.com Roofing Underlayments 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. Knezevlch, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced. Standard and Year (of Standard) Equivalence_ of Product Standards Certified By Sections from the Code FFL16048 R6 COI 2017 01 COI NI m" en odf Standard ASiM D1970 ASIM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 ht4)s.1/www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=vGEVXQwtDgtFPmdYiND... 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 of Protlucts 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 Uhderlayments Self -adhering, modified bitumen roofunderiayments Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes EL16048 R6 11 2017 0 FINALER TRI- BUILT UNDERLAYMENT 16048 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 Reports of foam -an tile systems overtop the self -adhering EL16048 R6 AE 2017 no FINAL ER TRI- underlayment for one particular application. See ER Section BUILT UNDERLAYMEYT 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 Neat Goat aUs:: 201 Blair Stan Road, w nz en Tall a 2 Parma+650.a< 4824 -� ThG$nrB Of flOMa kan M/ED ¢mpigpr.'ooM w2W7Saf �Motnodoa:: P,,pU �mnt-[ACCToe Ttv Shotom M:: Refund Sb men[ not 5¢nd b.Uant to a0 address if not wt h W iW.. Under Product Approval Amapte ®®P�RiRE 22 Credit Card Safe https://www.floridabuilding.orglprlpr_app_dd.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 •.. Professional Regulation Ili ftsiness roc: B=Home ! tpom 1 user,gbvauon xotropla I SLbmRSurr arpe S12 :&Fam Pubrwtf.. I FBCBIarc I dpr SCISSMnp I eels Flnda �OI 3warm— I OD t��aAvat FILE COPY ''iU., SCANNED Pad++ Aoyrpval MM> Mduct ar Ali,;ghm SeartT AoolMMri Lis[> AppllraUon De i lzv Ltit RECEIVEEYL.ie County MAR 01 1019 ST. Lucie County, Permitting FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTA9FIVMM ARrt?HE RESPONSIBILITY OF THE Au on.q A[tFXOORD Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14645-R3 Revision 2017 Approved 0 Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com David Stermer dstermer@metalsales.us.com THESE PLANS AND ALL PROPOSED WOF ARE SUBJECT TO ANY CORRECTIONS Roofing REQUIRED BY FIELD INSPECTORS THN! Metal Roofing MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE: Evaluation Report from a Florida Registered Architector a Licensed Florida Professional Engineer '7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sodmlingam the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certifiooe of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. a Validation Checklist - Hardcopy Received F1.14645 R3 CDi Certif�aend205e odf Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 ST. LUCIE COUNTY BUILDING sections -from the Code REVIEWED FOR_COMPLIANCFi PLANS AND PERMIT MUST BE SITE OR NO INSPECTIONS) I 4JOB MADE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--vvGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Method 1 Option D Date. Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Appmval 09/15/2017 Date Approved 12/12/2017 Summa of Products FL a del, Numher or Name Description 14645.1 !!!]!25' Corrugated Min. 26 ga., 21.33' wide coverage through fastened roof panel over min. 19/32'thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI 14645 R3 11 Evalijationggrior=182_1.Didf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports 1 df Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. F 14645 R3 AE EvaluationReoortC2182 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 Bat. Limits Of Use Installation Instructions 13 11 E I at*. 2 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 —ReportC2292 Verified By: Bala Sockalingam 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 FL14645 R3 AE E aluatinReo LIC2182 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 ""5 '" 3 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes EL R3 EvOlua "nRenortC21an Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports H"^p"^^ a ¢ ^cif ` Other: Uplift load of 41.6 psf at fastener spacing of 36' FL14645 "' 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 panelover min. 15/32" thick plywood deck or 7/16" thick O5B with fasteners through panel rib. Limits of Use Installation Instructions Approved for use. in HVHZ: No FL14645 R3 II E luat'onR oortC2162 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 d ndf Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. F' --64 A v IR 282 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'thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions -ti5 cif Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F 14645 R3 11 F al nR rtC21112 Verified. By: Bala Sockalingam PE 62240 Impact Resistant: .N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-120 Evaluation Reports 5 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. 014645 R3 AE EvaluatlonRe ortC2182 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. 15132'thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions FL14645 R3 fI E al atl Reo 182 6 df Approved for use In HVHZ: No Approvedforuse outside HVHZ: Yes — Verified By: Baia Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.05 Evaluation Reports R3 AE gvaluationflenortC2162 6 pdf Other: Uplift load of 41.6 psf at dip spacing of 36" o.c., F1 14645 71.0 psf at dip spacing of 12' o.c. and 97.1 psf at clip Created by Independent Third Party: Yes snacino of 12' o.c. with sidelap adhesive. https://www.floridabuilding.org1prlpr_app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 I 14645.7 Aluminum Vertical Seam 16" wide, aluminum nding seam roof panel o er minick, 9/32'th thick plywood deck Limits of Use Installation FL14645 Instructions R3 tI EValuat'onReoortC2182 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 R3 AE E I atl Reo rtC2182 7 odf Other: Uplift load of 41.6 psf at clip spacing of 36" o.c., FL14645 100.2 psf at dip spacing of 12" we and 162.0 psf at dip Created by Independent Third Party: Yes spacing of 12" o.c. 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 8 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Fi 14645 R3 If Evaluat' nReo rtr2182 Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-91 Evaluation Other: Uplift load of 41.5 psf at fastener spacing of 48" O.C. Reports Fl 14645 R3 AE E I atlonReoortC7182 8 odf and 91 psf at fastener spacing of 6' O.C. Created by independent Third Party: Yes 14645.9 Classic Rib Min. 26 go., 36" wide through fastened roof panel over min. 19/32'thick plywood deck. Limits of Use Installation Instructions 9 odf Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Fi 14645 R3 If EvatuationRepoitC202 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 F1-14645 R3 AE EvaluationgenortC2182 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 6' through fastened roof panel over min. wide Min. 29 ga wide. 7116- O Limits of Use Installation Instructions 10 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F 1464S R3 II E I tl R ortC2182 odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by independent Third Party: Yes Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" O.C. Evaluation Reports Fl 14645 R3 AE Evaltat'onReoortC2182 IO.odf and 135 psf fastener spacing of 6' O.C. Created by Independent Third Party: Yes 14645.11 Classic Pilo Min. 29 go., 36' wide through fastened mof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions F" -"' "' it "''""`^^oeportC2182 11.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/Ar-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24- O.C. Evaluation Reports F I4645 R3 AA Eva' r[C2182 1I df 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 FL14645 R3 II EVal uat[on Reo0 182 12 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/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" Evaluation Reports F Ao r 2 cif 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other: Uplift load of 30.0 psf at fastener spacing of 48' O.C. and 131.0 psf at fastener spacing of 6' o.c. 14645.14 Pro -Panel Il Min. 26 ga., 36" wide through fastened roof panel over min. 15/32' thick plywood deck. Installation Instructions Created by Min. 29 ga., 36" wide through 15132" thick plywood deck. Party: Yes Yes roof panel over min. https://www.floridabuilding.org/pr/pr_app_ tl.aspx?param=wCTEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use In HVHZ: No FL14645 N3 it E aluatIn nReoortC2182 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/-71.5 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 24" D.C. FL14645 R3 AE EvaluadD Reoor[C2182 and 71.5 psf at Fastener spacing of 12" D.C. Created by Independent Third Party: Yes Bark Nut Conrad us;; f t BWI,Shapeneed,Tallahasee F 32M Phone- 850+187-1824 The Rate of nodda Is an Aa113=e employe. Copohht 2001-2013 stale of Peach.:: P mA b� r Sot,,, ::RehundStwoopent Unger mad. law, emell eddr¢sea era pubic remrda If you do mtwant youra-maa adder released In Morse m a publioremlds ieeuest, do not send llecbvNc mailm nitsanhy. Instead,mntadthea by phone gray Motional mall. Ifyou have aMaed,,oas, please mosses 850.407.1395.-n uantm Seall 455.275(1), Melds salutes, choonne Odoher 1, 2012, lira ses, Illunder Chapter 455, F.S. must provide Die De,annant wM an emas address if they have Ore. The smalls provided may W used for anal communbton with the grades. However emall addresses are puts, remN.If you do not wish to supply a persa al address, please provide the DepaMuent with an emall address which on ce made available to the puts, To determine If you are a smesse unds Chapter 455, F.S., please dkk here . Produtt Appmeal Accepts ®®®o® Credit Card Safe https://www.floridabWldiniz.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018