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Home My WebLink AboutPRODUCT APPROVALa u5. a vl L Businesst Professional1 aas Home I Ln M I pser Pe Ll Wn MTopo Sub.tSur Mu • Sul, Farts PublioVprtst g acts A4 Map llnl¢`® db r Product Approval rO r 'nne ' usaa: �b110 (' (I ` " 1 SCANNED PMa _ 1141n,,>F� ai h �> BY A— i � > Apparauon oefaiL 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 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. Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16048-R6 Revision 2017 Approved C Tri-Built Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.miz@tribuiltmg.com David Ruiz david.rulz@tribuiltmg.com David Ruiz 250Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.mlz@tribuiltmaterlalsgroup.com Roofing Underlayments of. Lucie County APR I l 2019 �LLiCle n.,._. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Robert Nleminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE LVL Validation Checidist - Hardcopy Received FL16048 96 COI 2017 01 Col NI ml en odf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/rR1 April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https://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 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-atlhering, modified bitumen: roof underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions instructions Approved for use outside HVHZ: Yes EL36048 R6 II 0 FINAL ER TRi BUILT UNDER11 2917T0 FL16048ER6 I Impact Resistant: N/A Design pressure: +N/A/-150 Vended 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 -on tile systems overtop the self -adhering undedayment for one particular application. See ER Sectdo ELi6048 R6 AE 2017 0 FINAL ER TRf TR Use. for details. 2.) Refer to ER Section 5 For other Limits of Use. BUILT UNDERLAYM S R '; 48 R6 vdf Created.by Inaepentlent Third Party; Yes Back Neat Consna USUS::)fill8 1 Ston, Pna.lTaffnha�ft-phony; s,,,7,B24 Tie Sto ¢ V noritla k an AVEE0 employer. C00v oht 2007-201�r of nohea :: MM SM Wtpm :: A¢ TN Svdo ee :; ReruM do rot send `Pursuant to :Tall add. it fo not wish b a 11We a under pmdua Approval Acmpts: ®®"TE-11K® SBCIILIL}'AIkTRICS https://www.floridabuilding.orglprlpr app_dti-aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Online Page 1 of 4 ionm ' � ..care poE �mye:oeea PprAroAlma§s, tOvidcr9si'A 0da Product Approval ry usea: went user l`?-.ate v+ry %od d Anomvaj MM> Prv4utt or Aoolkatlon Sea,[h> Apmmnon llst> Appnoaaon De l 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 Florida Engineer or Architect Name who developed the Evaluation Report FloridaLicense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated. By Certificate of Independence FL14645-R3 Revision 2017 Approved C Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsalas.us.com David Stermer dstermer@metalsales.us.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. G Validation Checklist - Hardcopy Received FL1464s g3 Col C rtifcatei deoeodence:od Referenced Standard and Year t6f 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 https://www.floridabuUding.orglpr/pr_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 09/1512017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 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 1 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI 14645 R3 li EvaluatlonRe urtC2182 odf Verified By: Bala-Sokalingam PE 62240 Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure: +N/A/-86.0 Evaluation Reports 1 Other: Uplift load of 82.3 psf at fastener spacing.. of 36" o.c. FL14645 R3 AE Eval atton�rtC2182 Ddf 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. 19/321 thick plywood deck with fasteners through panel Bat Limits of Use Installatin Instructions o Approved for use in HVHZ: No FI 14645 R3 11 EvalgatignRenortC2182 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 Other: Uplift load of 84.5 psf at fastener spacing of 24" Evaluation Reports FL14645 4645 R3 AE Evaluat' nReoortC2182 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 Approved for use in HVHZ: No FL14645 R3 IT EvaluallogRelilgiC2182 3 odf Approvedfor use outside HVHZ: Yes Verified By: Bala Sokalingam 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" F1 14645 R3 AE r2jilluglignReportC2182 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 81 o.c. 14645.4 SV-Comp Min. 26 go., 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 If EvaluatilinilevortC2187 4 odf Approved for use outside HVHZ: Yes Verified By: Bala Sokalingam PE 6224U Impact Resistant: N/A Created by Independent Third Party: 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 EvalLtlijionR§2QrtC2I82 4 ndf and 172.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Noon. 0.032" thick, 36" wide, aluminum through fastened roof panel over min. I5/32" 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 FL14645 R3 II EvaluatipnRe,otC2182 5 odf 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. FL14645 R3 AE EvaluationReDortC2182 odf and 120 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 14645.E Aluminum Vertical Seam Noon. thick, wide, rl/af de panel over m./3Z" thick plywood k o716thick OSB. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 II Eyalu ti Re rtC2182 6 odf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.05 Evaluation Reports R3 AE EvIlgiltionReportC2182 6 od other: Uplift load of 41.6 psf at clip spacing of 36" o.c., FLt4645 71.0 psf at dip spacing of 12" o.c. and 97.1 psf at clip Created by Independent Third Party: Yes soacino of 12" o.c. with sidelao 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 Aluminum Vertical Seam None. over 32" thic k, 16' wide, aluminum 9/32" thick plywood deck standing seam roof 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" D.C., 100.2 psf at dip spacing of 12' D.C. and 162.0 psf at dip spacing of 12" D.C. with support strap. Installation Instructions FL14645 R3 71 EvaluaUgnReg2dC2182 7.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports F. ......,3 .� e.., atlonRCg0"tr2IR2 7nnf Created by Independent Third Party: Yes 14645.8 Classic Rib Min. 29 ga., 36' wide through fastened mof panel over min. 15/32" thick plywood deck. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-91 Other: Uplift load of 41.5 psf at fastener spacing of 48' D.C. and 91 psf at fastener spacing of 6" D.C. Installation Instructions Fl 14645 R3 11 EyplVatlonReportC2182 8 df Verified By: Bala Sodkalingam PE 62240 Created by Independent Third Party: Yes Yes 14645.9 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19/32"thick plywood deck. 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 of 24" o.c and 133.9 psf at fastener spacing of 18' o.c. 14645.10 I Classic Rib Limits of Use Approved for use In HVHZ: No Approved for use, outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-135.0 Other: Uplift load of 45 psf at fastener spacing of 24" o.c. and 135 psf at fastener spacing of 6" o.c. Installation Instructions FL14645 R3 71 EvalgationlleportC2182 9 ndf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvalugngnReDortC2182 9 odf Created by Independent Third Parry: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Installation Instructions Party: Yes Third: Party: 14645.11 Classic Rib Min. 29 ga., 36' wide through fastened roof panel over mhn. 15/32' thick plywood 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" D.C. and 138.5 p5F at fastener spacing of 12" D.C. 14645.12 1 Image II Limits of Use 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" D.C. with sidelap. adhesive. Installation Instructions FL1464S R3 II EvaluiIjjonReportC2182 11 odf Verified By: Bala SDckaiingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EMaluatiOnReDOrtC2182 11 df Created by Independent Third Party: Yes Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32'thick plywood deck or 7/16" thick OSB. Installation Instructions 5 R3 11 Eval atio ReoortC2182 12 odF Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes. Evaluation Reports F1 14645 R3 AE F—valuatiOnReWrIZC2182 12 df Created by Independent Third Party: Yes 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 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 4B' D.C. and 131.0 psF at fastener spacing of 6' D.C. Installation Instructions F114645 R3 If E al ato ReoortC2182 13 odf Verified By: Bala Sockalingam PE 04240 Created by Independent Third Party: Yes Evaluation Reports F 14645 R3 A Ev-lu HonReo rtC2182 13 odf 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. https://vwvw.floridabuilding.org/pr/pr_app_ tI.aspx?pararn=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Limits of Use Approved for use In HVHZ:-No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-71.5 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. eadr Installation Instructions FL14645 R3 II Evaivatio ReoortC2182 14 Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes ntaG U�;; �n R E Tall M1 FL323n9 Phone, 850-482-1824 Th¢ State of Fladde k do PP/B-0emplMer. f ovridht 200r-2813 State of Fbdda: ::Privacy b'b@melK:: Pccessib8'N Statement:: ReNM Statement Under FIOMa law, ¢mall addreses are publicm ordS. lrvou do not weetyour e-ma8 address released In re Nara ue a publlaremNs redee9, do not sand elecoonle mall 0 Wde entity. Instead; mntad bee offim by phone or by tradidonal mal. If yw have AM ¢uesdons, please mnlea 850.482.1385. •Pursuant to Sedlon 455.2r5(1), F1 Ma Statutes, eRerave odober I, 2012, Iimnsees lioamed underD Pter 455, F.S. must pmvlde Ne Deparbment wM an emaa address if they have one. The emails provided ma, ce � for orfldel mmmunKadoll wM Me reamdoe. However A.9 addresses are public remM. If you do not wah m supply a personal address, please pmvlde the Department with an enroll address whin mn M made available W the public To determine If We are a licensee under 'Uapter 455, F.S., please dhkbe(d.- PmductApproyal AcPbpa ®®®WlM Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018