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Home My WebLink AboutPRODUCT APPROVALe Professional r � Regulation rr aG15 Home i A— W, 1 User R"'R"u" - Hot TOPIB Submit Surtfurpe f Statsa FattS Pu H.V ns ( I MSSjU,MP I Un,, dbo,r a r � ^v� Product Approval 1^1— y USER: PubiiP Ux I Or E � � 1-ov S Pmdwt APPmval Moms > PES dkAt A to > APPiio tion U Pumtlan Detail ecelveo FL # Fl-16048-116 JAN 0 4'2019 Application Type Revision Code Version 2017 PeTrfUttfn9 Depart Application Status Approved St,C4Cle CoMont tY Commen Archivedts FILE COPY s Product Manufacturer Po BuzIt7M0aterials Group, LLC Address/Phone/Emall Rutherford, NJ07070 (800) 516-1485 00, david.ruiz@tribulltmg.com /f6 Authorized Signature David Ruiz l david. ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.rulz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed Florida. Professional Engineer ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed RobertNleminen 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 R; Validation Checklist- Hardcopy.Received Certificate of Independence FL16048 R6 COI 2017 01 COT Nl minen df Referencedstandard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM G155 2005 FM'4474 2011 FRSA/TRI April 2012 (04-12) 2012 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code https://www.floridablrilding.org/pr/pr_app_dtl.aspx?patam�vGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Onlir--- 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 -adhering, modified bitumen roof undedayments Limitsof Use Approved for use in HVHZ:No Installation Instructions Approved for use outside HVHZ: Yes FL16048 R6 II 2017 09 FINAL ER TRI B I T UND RLAYMEN7 16048-R6vdf 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 -on the systemsovertop the self -adhering FL16048 R6 AE 2017 09 FINAf ER TRI- underlayment for one particular application. See ER Section BUILT UNUL13MMEN—Z FL16n48-R6 ..ef 5.6.4.for detail'. 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Neat tgat raMU :: 201 Blair Stone Road, T 11 M1 --a M, TheSrateof Ho6daisan Agl�empIOW-C-w, M1t"L007-2013SNMofF Ma. Pe—c— tder Florida law; email addresses are public records, Ityou d0 nat wantyour erw0 address releazetl in resoonee to a eubnr.ema� A��.ew n,......... Mey have Sopplya pet! p UR Approval Accepts: ®®W®M sCCllrllyM tl'RICS ro https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Bqsiness & Professional Regulation MSHome : Ug In Iuser neglsbeten Hot O- I SubMt SunNarge � etnts®Facts Publlmtens I rac Staff I ecisslte Map ( unk I seams I dbupr FILE COPY 111.. Product Approval USER: Publk User PaMuct Aoomval Menu > Pmaun or Aoollmtion �arcb > Aopllmtinn llrt> gppllmtlen detail RECEIVED FL # FL11560-R3. JAN 0 4 r2019 Application Type Revision Code version 2017 Permitting Depghment Application Status Approved St. LUCIP _ eNflfCr CONCEALED FASTENERS OR ATTACHMENTS Comments ARE THE RESPONSIBILITY OF THE Archived ❑ COMRACTOR OR RECORD S0,n91N_ St Product Manufacturer Metal Sales Manufacturing Corporation �UC%'(V��O Address/Phone/Email 545 South 3rd Street, Suite 200 Co Louisville, KY 40202. �J/�//,, (502)855-4300 ry dstermer@metaisales.us.com Authorized Signature David Stermer dstermer@nIetalsales.us.co Technical Representative •IyJ Address/Phone/Emall ST. LUCIE COUNTY BUILDING D Quality Assurance Representative REVIEWED FOR COMPLIANCE Address/Phone/Emall REVIE BY DATE Category Roofing PLANS AND PERMIT MUST BE KEPT OB Subcategory Metal RoofSITE OR NO INSPECTIONS) WILL AIDE mg Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Baia Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date IZ127/2026 Validated By Yoosef Levi, P.E. 9 Validation Checklist - Hamcopy Received Certificate of Independence FLIIS60 R.3 COT CertificateIndepenclence.pd Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Lode 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. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZl... 1/24/2018 Florida Building Code OnlirP , Page 2 of 4 Product Approval Method. Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 FL # Model, Number or Name. Description 11560.1 Aluminum SV-Crimp 24" wide, nom (I thick aluminum 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 FL11560 R3 li EvaluatloolEggolIC2181 I 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/-161.5 Evaluation Reports Other: Uplift load of 30.psf atfastener spacing of 36" o.c. EL11560 R3 AE EvalliationReportC2181 1 Ddf and 161.5 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes 11560.2 Aluminum.Image II 16" wide, nom 0.032"thick aluminum concealed fastener 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 E111560 R3 II Evaluati nReoortC2181 2.pdf 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/-107.4 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24n O.C. FL11569 R3 AE EvaluationReportC2181 2 odf and 107.4 psf at fastener spacing of 6" o.c. - Created by Independent Third Parry: Yes 11560.3 Aluminum Image II 16' wide, nom 0.032" thick fastener roof panel over min 19/32" thick plywood deck Limits of Use. Installation Instructions Approved for use In HVHZ: NO F1.I3560 R3 11 EvaluationReportC2181 3 df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by IndependentThird Party: Yes Design Pressure: +N/A/-195.0 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 24" EL11560 R3 AE EvaltiationReportC2181 3.odf o.c., 104.7 psf at fastener spacing of 6" o.c. and 195.0 psf Created by Independent Third Party: Yes at fastener spacing of 6" o.c. with supportstrap. j' mImage II"\ Min. 26 go., max. i6wide standing seam roof panel oven min..15/32.",thick plywood deck) Limits of Use Installation Instructions Approved for use in HVHZ: No FL21569 R3 II Ev I tionR o 181 4 df Approved for use Outside HVHZ: Yes Vertled By: Bala Sockalingam PE 62240 Impact Resistant; N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -84.25 Evaluation Reports Other: Uplift load of 84.25 psf at Fastener spacing of 24' EL11560 R3 AE EvalualionReyortC2181 4 odf O.C. Created by Independent Third Party: Yes 11560.5 Image lI Min. 26 ga., max. 16" wide standingseam roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 It E al ionReoo I81 5 df 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/-139.1 Evaluation Reports Other: Uplift load of 84.3 psf @ fastener spacing of 24% 102.7 psf @ fastener spacing of 6' and 139.1 @ fastener EL11560 R3 AE EvaluationReportCZ181 c nnr Created psf spacing of 6" with 3/8" bead adhesive In sidelap by Independent Third Parry: Yes 11560.6 Magna -Lac Min. 24'ga., 16" wide standing seam roof panel over plywood deck Limits of Use Installation Instructions Approved for use In HVHZ: No EL11560 R3 If Eval ationReoortC2181 6 odf Approvedfor use outside. HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Parry: Yes Design Pressure:+N/A/-166.0 Evaluation Reports Other: Uplift load of 95.2 psf @ MC dip spacing of 30" O.c., 1111560 R3 AE EvaluationReportC7181 6 df 101.0 PSF @ MC dip spacing of 15' o.c., 123.5 psf @ MC dip Created by Independent Third Party: Yes spacing of 8" o.c. and 166 psf @ MPW clip spacing of 12" O.C. https://www.floridabuilding.orL-,/pr/P 1/24/2018 Florida Building Code Onlin, Page 3 of 4 11560.7 Magna-Loc Min. 24 ga., 16" wide standing seam roof panel over steel deck Limits of Use Installation Instructions Approved for use In HVHZ; No EL11560 R3 II EvaluationReportC2181 7.vdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistand N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other: Uplift load of 59.7 psf @ MC dip spacing of 36" O.C. FL11560 R3 AE EvaluatlonReOortC2181 7 odf and 168.5 psf @ MPW dip spacing of 12" o.c. Created by Independent Third Parry: Yes 11560.8 Stile Min. 26 ga., 39.4" wide through fastened roof panel over min. 15/32" thick plywood deck Limits of Use Installation. Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReo0rtC2181 8.Ddf 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/-102.7 Evaluation Reports Other: Uplift load of 85.8 psf at fastener spacing of 24" o.c. FL11560 R3 AE FvaluationReportC2181 8 odf and 102.7 psf at fastener spacing of 12' o.c. Created by Independent Third Party: Yes 11560.9 Stile Min. 26 ga., 39.4" wide through fastened roof panel over min. 19/32" thick plywood deck Limits of Use Installation Instructions Approved for use In HVHZ: No FL11560 R3 II EvaluationReoortC2181 9.edr 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/-149:6 Evaluation Reports Other: Uplift load of 50.4 psf at fastener spacing of 36' EL11560 R3 AE EvaluationReoortC2181 9 odf o.c., 106.8 psf at fastener spacing of 24' o.c. and 149.6 psf Created by Independent Third Parry: Yes at fastener spacing of 12" o.c. 11560.10 Vertical Seam Min 24 ga., max. 16' wide standing seam roof panel over min.. 15132" thick plywood deck _Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationRenortC2181 10.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Indepentlent Third Parry: Yes Design Pressure:+N/A/-114.3 Evaluation Reports Other; Uplift load of 30.0 psf at clip spacing of 48" o.c, FL11560 R3 AE EvaluationReoorlC2181 10.odf 73.0 psf at clip spacing of 24" o.a and 114.3 psF at clip Created by Indepentlent Third Party: Yes spacing of 81 o.c. 11560.11 Vertical Seam Min 24 ga., max. 18" wide standing seam roof panel over min. 15132" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No EL11560 R3 II E al atio ReoortC2181 Il 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/-105 Evaluation Reports Other: Uplift load of 30.0 psf at clip spacing of 48" o.c., FUI560 R3 AE EvaluationRe00rtC2181 II odf 82.5 psf at clip, spacing of 12" o.c. and 105:0 psf at clip Created by Independent Third Parry: Yes spacing of 12" o.c. with sidelap adhesive. 11560.12 Vertical Seam Min. 26 ga., 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II Eva luatio Re0 rtC2181 12 odF 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/-81.3 Evaluation Reports Other: Uplift load of 30.0 psf at dip spacing of 48" o.c. and FL11560 R3 AE EvalUationikeporIC2181 12.udf 81.3 psf at clip spacing. of 6' o.c. Created by Independent Third Party: Yes 11560.13 Vertical Seam Min 24 ga., max. 16" wide standing seam roof panel over min. 15/32" thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvalUationReportC2181 13 odf Approved for use outside HVHZ: Yes Verified By: BalaSockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design,Pressurer+N/A/-114.25 Evaluation Reports Other: Uplift load of 22.5 psf at clip spacing of 48' o.c. and FL11560 R3 AE EvaluationReportC2181 13 odf 93.5 psf at clip spacing of 12" o.c. Created by Independent Third Party: Yes 11560.14 Vertical Seam Min 24 ga., max, 18'wide standing seam roof panel over min. 15/32" Nick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11560 R3 II EvaluationReport2181 14 odf https://www.floridabtiilding:org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDqudhLg8eDpZi... 1/24/2018 Florida Building Code Online Page 4 of 4 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-114.25 Other:. Uplift load of 22.5 psf at clip spacing of 48' ox. and 86.0 psf at dip spacing of 12' o.c. Verified By: Bala Sockalingant P:E. 62240 Created by Independent Third Party: Yes Evaluation Reports Created Back Naat :: 2601 IftaIr SWM Road, Tahab WPhone: 850-482-1824 The Rafeofnod isan AAtff emplaMn wrlaht2007-2013Stateof Flodda::"6�StatemM;;e eeib0iry tamest ;; RMunE Stahmmt nder Hodda law, email ad@esses are public records. U you do not want youre-mall address released In raspon toa public-repams reeuest, do not send they have one. The emai5 prodded may be used rprofidal communication with Me 8oansee. However email odEresses are pu&vc n:cprd. if you do Supply a Peasmhal addipai please predde too, Depazanent wah an email address which on he rrade available m me public To debnmine if you are a chapter 455, F.S., please tlkk here. Product Approval Accepts: ®aM Ebla� Credit Card Safe https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZl... 1/24/2018