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Home My WebLink AboutPRODUCT APPROVAL" Florida Building Code Online Page 1 of 4 Profesmnal Regulation_ BCIS Ikme • Lop In I user Re IB ftn Z10 I SUbmk SU Me I SaaaFaW Publ tWw I FBCSan I BCLSSIta MaP I licks 15eamh I dbd r FILE COPY psi °. Product Approval usea: n,bucuwr i �`; T" hadn Anomval MenuAoulimeon Beal >AooligG LMt Ayplkaaon Dtlall FL14645-R3 SCANNED FL # BY Application Type Revision Code Version 2017 St. Lucie County Application SSttaattus/� Approved Comments/�F-/•"f( ` LO�—L Archived Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dstermer@metalsales.us.com Authorized Signature David Siemer dstenner@metalsalas.us.mm Technical Representative REVIEWED FOR Address/Phone/Email Quality Assurance Representative CODE COMPLIANCE Address/Phone/Emall ST. LUCIE COUNTY Category Roofing. BOCC Subcategory Metai Roofing Compliance Method Evaluation • Report from a Florida Registered Architect or a -Licensed Florida Professional Engineer :_i Evaluation Report- Hardcapy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality. Assurance Contact Expiration Date Validated. By Certificate of Independence Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. 2 Validation Checklist- Hardcopy Received FL14645 R3 COI Certifca[ Independence 2if Referenced Standard and Year (of 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.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1 /12/2018 Product Approval Metho� 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 Products L. fr Model, Number or Name M2 No Description 14645.1!!!!!!!!!!!! C11 td roof rageplywt Min. 26 a Amin. pal 19/32a thick drdeck.fastened Limits of Use Installation Instructions cif Approved for use In HVHZ: No Approved for use outside HVHZ: Yes '"' If Ev I at'o R oortC2182 1 Verified By: Bala•Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports R3 AE EvaluatlonReoortt2182 1 otlf Other: Uplift load of 82.3 psf at fastener spacing. of 36" o.c. F1,14645 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. 19132".thick plywood deck with fasteners through panel Hat. Limits Of Use Installation Instructions 2 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 IIE al alionReoortC2182 Verified BY: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A(-149.6 Evaluation Reports 2 odf Other: Uplift load of 84.5 psf at fastener spacing of 24' F' 14645 R3 AE EvOlUatlonKeourtC7.182 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 —I-6 SV-Crimp Min. 214645.3 ga., 24" wide through fastened roof panel over min. 19/32" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions FL14645 R3 U aluationReo rtC2182 3 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 Intlependent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports rtC2182 3 odf Other: Uplift load of 41.6 psf at fastener spacing of 36" FL34645 R3 AE Eval aH nReo o.c., 74.8 psf at fastener spacing of 16" o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener sparing of 8' o.c. 'mp Min. 25�ga�, 24 wide through fastened 10of panefyverJm n 15(32" thick ptywod deck or 7j16' Nidc"f056-with fasteners through panel rib. Limits of Use Approved for use in HVHZ: No Installation instructions FL14649 R3 II EvaluatlonReoortQ182 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 4 odf Other: Uplift load of 30.0 psf at fastener spacing of 36" O.C. FL14645 R3 AF Evalu tlopPeoor[C2182 Created. by Independent Third Party: Yes and 172.5psf at fastener spacing of 6" o.c 14645.5. Aluminum Classic Rib aluminum through fastened im rroof panel over n. 15/32" thick plywood deck or 7//16" Nick OSB. Limits of Use Installation Instructions »a s df n Approved for use In HVHZ: No Approved for use outside HVHZ: Yes F " ""' "' •-• ^^oa"^r»2 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 ` F'"`"' ^' "' "^oe"n.H'�18J s ndf and 120 psf at fastener spacing of 6' o.c. Created by Independent Third Party: Yes 14645.E Aluminum Vertical Seam panel over min. 5/32" Nick plywood deck ock, 16' wide, aluminum d1ng a of k 7/16 thick OSB. Limits of.Use Installation Instructions Fl 14645 R3 fI Eval tio ReoortC2182 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 Pressure: +N/A/-97.05 Evaluation Reports AE E Reo LC2182 6 dF Other: Uplift load of 41.6 psf at dip spacing of 36' o.c., 71.0 psf at dip spacing of 12" o.c. and 97.1 psf at clip FL14645 R3 aluatl Created by Independent Third Party: Yes of n" n.c. with sidelao adhesive. Ita https://www.flonclabuRding.orglprlpr_app dtt.aspx?param�wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Online Page 3 of 4 14645.7 Aluminum Vertical Seam panel over min. 9/32- thick plywood decknding seam roof I 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 spacing of 12" o.c. with support strap. 14645.8 1 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/-91 Other: Uplift load of 41.5 psf at fastener spacing of 48" O.C. and 91 Dsf at fastener spacing of 6" p.c. Installation Instructions 45 R3 Ti EvaluationReogEtC21132 7 df Verified BY: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationR o rtC2182 7 df Created by Independen[Third Party: yes Min. 29 ga., 36" wide through fastened mof panel over min. 15/32- thick plywood deck. installation instructions Fl 14645 R3 II E a R ti nrtC2182 8 df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes 14645.9 Classic Rib Min. 26 ga., 36" wide through fastened roof panel over min. 19132'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 1Classic 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 45psf at fastener spacing of 24" o.c. and 135 psf at fastener spacing of 6" o.c. 14645.11 1 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/-138.5 Other: Uplift load of 68.4 psf at fastener spacing of 24' o.c. and 138.5 psf at fastener spadng of 12" O.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" o.c. with sidelap adhesive. Installation Instructions FL14645 R3 if Evaluati nlkeoortQ 82, 9.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE EvaluationReoortC2182 9 odf Created by Independent Third Party: Yes Min. 29 ga., 36" wide through fastened roof panel over min. 7/16'thick O5B deck Installation Instructions F1 34645 R3 II E aluatl nReoortC2182 10 odf Verified By: Bala Sockalingam PE 62240 r,earod by Tndenendent Third Party: Yes Evaluation Yes Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Installation Instructions n.14645 R3 11: E aluatiniteoortC2182 11 df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports 3 AE gyaluptilingeportC2182 11 df Created by Independent Third Party: Yes Min. 26 go.,. 16" wide concealed fastened roof panelover min. IS/32'thick plywood deck or 7/16" thick OSB. Installation Instructions FL14645 R3 IT E luau ReoortC2182 12 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL34645 R3 AE EvaluationReogrtiC2182 12 odf Created by Independent Third Party: Yes 14645.13 PBR-Panel or R-Panel Min. 26 ga., 36' wide through fastened roof 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/-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. Installation Instructions EL146R3 gaRgzQrlC2IS2 13 ndf Verified By Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports F1,14641 R3 AE E aluationRenortC2182 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://www.floddabuilding.org/pr/pr_app_ tl.aspx?param—�iEVXQwtDgsw8ZVNfe8A... 1/12/2018 Limits of Use Installation Instructions Approved for use in HVHZ: No F 14645 R3 11 Ey IuaYo ReoortC2182 14 odf Approved for use outside HVHZ: Yes Venfled 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. Ras as AE Evaluatlo Reoor[C2182 Mod and 71.5 psf at fastener spacing of 12' o.c, I Cmabad by Independent Third Party: Yes Conra¢us::2 R323"We' B-4S)18M Tile State of FlOMa B an M/ff0 emplMer. reovriahr2oe)-]pl3 Stale or Fbrka.:: Privacy Statement:: Att sslEi iN Statement :: R r�n� Undar Florida law, amali addressesare publicrtmras. Iryou do ootwaw:youra-map adores ode in resyontetoa publip lds nyuest, do rotsal eletbunic mail m this e.diy. Irttcad, mote¢ Ne oHim try pM1one ar hY traditional mall. nyou leave aM wenbre, please mod¢ e5a.a9).1395.'Pursuan Se¢lon 455.DR(1), Fbrida Statutes, ¢fectiv>s 0¢ober 1, 2912, pmmees Ii�itsed under CAaD@r 455, FS. must Provide Use peWNnent MN an ema0 addr Mey have ane. me ¢malts pMrided may be taetl ror oMtlal wmmunlration wW Ne Ilmreee. Ibweveremail addresses are public temN.lf,ydu do twt wB suDDN a persual adtlress, please pmNde the DeW dmm[ with as^email address wM1kh tan he matle available 10 Me public To tlemmine Ilyou are a pcersee Produ¢ ApProvol ACMPts: F®®PER ® a a SfCIlI1C\'AI tTN.ICS https:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Busines's Pro fessional Regulation aCIS Home 1 LOP in f =Rvp tbn Hnt Topla S¢bMt Surd.M. Sdtsa Facts Pubg. ��n � 90s Site Hap dbpr a pJF srea PvbrccUserAppalrO r/ 1 `e V-\FILE COPY 1 ProauR_ M1 �I M S> hm4 A I' ti rtA > Aoora_��> APPllmtlon n¢tail - Revision 0p8:R6�� Applicetlon Type Revision Code Version 2017 SCANNED Application Status Approved BY Comments �/Zwrf7"2t:1'70 f -®ire 3 St. Lucie County Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz REVIEWED FOR david.ruiz@trlbuiltmg.com CODE COMPLIANCE Technical Representative David Ruiz ST'. L�V C COUNTY Address/Phone/Email 250Rou[e 17 North lE East Rutherford, NJ 07073 SOCC (201) 842-2449 david.mlz@tribuiltmateriaisgmup.com Quality Assurance Representative Address/Phone/Email Category Koo mg Subcategory AQ underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received 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 Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16049 R6 Cnl 2017 01 COI Nle,1111.1dif Standard ASTM D1970 ASTM G155 FM 4474 FRSA/rRl April 2012 (04-12) UL 1897 https://www.flotidabuilding.orglprlpr_app dti.aspx?param--wGEVXQwtDgtFPmdYiND... Year 2015 2005 2011 2012 2012 1/12/2018 r 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 60483 tTR�I-,BUFLTiRoofiUnderlayrtiegr Self ia4hering, modlRed tii[u'm`en of un0erlay'ments Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FLIG048 R6 iI 2017 Dd L ER TRI BUILT UNDERLAYMENTS F 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 ThirdParty: Yes Evaluation Reports Of foam -on file systems overtop the self -adhering F1.16 148 R6 AE 2017 Od FINAL ER TRI- 7 underiayment for one particular application. See ER Section BUILT UNDERLAYME FLI6048 R6 df for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party; Yes Use. Use. eaa Nert corded Us :; 2WI Dlalr so good T U F Phone 840d87-1924 The state Of Floma In an P mad, ¢mployen CeeMant 3pp)- ;; fhNan s[aronron[ •• p eaibTry cr�[yawM ;: R ,rid Sd m n[ Under Florida law, email addresses are m,,, remrd, If you do lrot wan[youre-mall aCUress released In response to apublic-records re0ves[, do no[ send elemmAic mall m NIs enUtV. Instead, OPIUM the ofthn by phone or by tredibmul mall. If you have any questions, Please contact 850.487.1395.'Puravant to Section 455.2]5(1), FlOdda RabAes, effective Oalber 1, 2812, 4rensees IKertsed under Uapter 455, FS. nmt piovido the oeparbnent with an emaa address if they have one. The emai6 pru,ided may be used for olfidel mmrwnkatbn wah the nmnsee. HOwever.emae addresds are PubnC record. If you do not wish to nPPIY a pommel address, please provide the D-Porbrom with an -mall address whla Can be made available to drib publk. To damnr0m if you are a Manses uMer Chapter 455, FS., please dick ll,,,. Product Approval A Papta; ® ® ® PM SCCUrR4'At F1'RICS https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018