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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code OnlPage 1 of 4 Business & Professional r € BUS Home ' topN j User eeglstrauon Hot Topic I Submit Su ame State RFaM NbllwWre Fae9an I aQSSIIa Map I links I Rant I d bd r +Product Approval USER: P01k user PN4utt Aeomval Menu >PraEutter�P+ooliaEoltn1S�eta1rtCh>Peor •�tbn i$>MPIItaHon pefaah k�. ��a{"'1/1/FL# .SCANNE® FL34645-R3 _/'FJV@@@r/1��/J�CodeAppilersi TYPe 2017 an L ��Y Code Version BY- Revision Application Status St. Lucie I%f% Approved 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 REVIEWED FOR CODE COMPLIANCE Metal Sales ManufaAenngrto(po7t19'E COUNTY 545 South 3rd Street, Suite 200 BOCC Louisville, KY 40202 (502) 855-4300 dstenner@metalsalas. us.com David Sterner dstermer@metalsales.us.cem Roofing Metal Roofing Evaluation Report from'a Florida Registered Architect or a Licensed Florida Professional Engineer ij Evaluation Report- Hardoopy Received Bala Sockalingam. PE-62240 Keystone Certifications, Inc. 12/27/2026 Yoosef Lavi, P.E. R Validation Checklist - Hardcopy Received FL14645 R3 COI CertificateIndepegilgoce.9dt 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 h4s://www.floridabuilding.org/pr/pr_app_ tl_asl)x?pmm=WGEVxQw,Dgsw8ZVNfe8A... 1/12/2018 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 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. 19132" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:. No F114645 k311 Eval t'onRe ortC2182 1 cif Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes _ Desiggn-Pt ure:+N/AF-86.D — - Evaluation Reports--- -- -- — - - Other: Uplift load of 82.3 psf at fastener spacing of 36" o.c. kl 14645 R3 AE E aluatl RgoortC2182 1 odf and 86.0 psf at fastener spacing of 12" o.c. treated 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 fiat. Limits of Use Installation Instructions Approved for use in HVHZ: No FLI4645 R3 II Evaluati nReoortC2182 2 ndF 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/-14916 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE E aluatonllo?tC2182 2 odf o.c., 131.3 psf at fastener spadng 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. , 19132" thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 If Evaluatio R oortC2182 3 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/-196.75 Other: Uplift load of 41.6 psf at fastener spacing of 36" Evaluation Reports Fl 14645 R3 AF FygluatlinflevortC2182 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 8'.o.c. 64S.: 5V-Erimp Min. 26 ga., 24' wide through fastened roof panel over min. - 15/32" thick plywood deck or 7/16" thick 055 with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 U E al at'o R oortC2182 4 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 ImpactReslstant: 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 AE Evaluat'onReoortC2182 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 decker 7/16" thick OSB. Limits of Use Installation Instructions "" '" `"-°.'lignReno.••-'182 c Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F11 ndf R3 Verified. By: Bala Sockalingam .PEb224U Impact Resistant- N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-120 Other.. Upliftload of 30 psf at fastener spacing of 36' o.c. Evaluation Reports n 14645 R3 AE EvaluationReoortC2182 5 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 or 7116" thick panel over min. 15/32" thick plywood deck OSB. Limits of Use Installation Instructions Approved for use. in HVHZ: No Approved for use outside HVHZ: Yes FL14645 R3 11 E"JuationRegortC2182 6 odf Verified By: Baia Sockalingam RE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.05 Evaluation Reports 6 Other: Uplift load of 41.6 psf at dip spacing of 36" o.c., FL14645 R3 AE EvaIuajjonRglbgrjf2l82 odf 71.0 psf at dip spacing of 12" o.c. and 97.1 psf at clip Created by Independent Third Party: Yes soadna of 12" o.c. with sidelap adhesive. https:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code On], Page 3 of 4 14645.7 Aluminum Vertical Seam Nom. 0.032" thick, 16" wide, aluminum standing seam 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/-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. Installation Instructions Fl 14645 R3 if Evalu ti R rtC2182 7 df Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Ey luati nReo rtC2182 7 odf Created by Independent Third Party: Yes 14645.8 Classic Rib Mtn. 29 ga., 36' wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Approved foruseIn 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 psf at fastener spacing of 6' o.c. _ Installation Instructions 645 R3 II EyaluationReoculF2182 8 oef Verified By: Bala Sockalingam PE 62240 Created by IndependentThlrd Party: Yes 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., 92.3psf at fastener spacing of 24" o.c. and 133.9 psf at fastener spacing of 18- o.c. Installation Instructions 1U4645 R3 If EvaluationReporplaz 9 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL14645 R3 AE Eval atio ReoortC2182 9 odf Created by Independent Third Party: Yes 14645.10 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 7116" thick OSB deck Limits of Use Approved.foruse 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. 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 spacing 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. withsidelap adhesive. Installation Instructions FI 14645 R3 11 EyaluatinReoortQ182 10 odf Verified. By:. Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports. by Independent Third Party: Yes Min. 29 ga., 36' wide through fastened roof panel over min. 15r37" thick olvwood deck. Installation Instructions F1.14645 R3 II E al atinReoortC2182 11 otlf Verified By: Bala Sockalingam PE 62240 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 FL14645 R3 it EvaltiptlionReportC21132 12 odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 14645.13 PBR-Panel or R-Panel 15/326thick plywood dethrough fastened roof panel over min. is of Use roved for use in HVHZ: No roved for use outside HVHZ: Yes sect Resistant: N/A ign.Pressure: +N/A/-131.0 er. Uplift load of 30.0 psf at fastener spacing of 48" O.C. 131.0 psf at fastener spacing of 6" o.c. Installation Instructions FL14645 R3 R EvaluaConReoortC2182 13 otlf Verified By: Baia Sockalingam PE 62240 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. hqs://www.floridabuilding"org/pr/pr_app_dtl.aspx?param=wGEVXQwfDgsw8ZVNfe8A... 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. , InstallationInstructions Ft 14645 as n EvalvarionReDOrtC218214.Ddf Verified By: Bala Sockalingam PE 6224U Created by Independent Third Party: Yes Back next Conn Us:: 2601 Blair Stone Read, Ta M1 "ROO-850<BJ-1824 The State of Fladda I an AgBO emplarer. rgndaht 2mr_2D13 State OtMt6da.:: Privacy Sdtemein:: 8¢mibON Statement:: R NMga atement ,eer Fledda law. email addms¢ are public nxArds. Iryou do nP[ wan[ yours-ma0 adder released in tesporse to a publicrem:ds eega¢t, dO lnt set chapter 455, F.S. please ellek I Product APPro'ial A Pe P ® ® 99 Credit Card Safe https://www.floridabuilding.org/pr/pi app_ ti.aspx?pamm=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 ii Or nalRegulation submasuNu SMa &raar Kavi ProductApprovala USER: Wb11cUW r O 1 ftdVd IH£S>hvd A IImUn 2b Aoell®tion J9> ApPuMftn Detail FL # FL16048-R6 Code Appllcaation Version Type SCANNEDRevisionREVIEWED FOR Application Status BY Approved CODE COMPLIANCE Comments St. LucieCou* STo LUCIE COUNTY Archived ❑ BOCC Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.miz@tribuiltmg.com Authorized Signature TechnicalRepresentative 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 David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 davld.ruiz@tribuiltmaterialsgmup.com Roofing Undedayments Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer G Evaluation Report- Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/18/2020 John W. Knezevlch, PE Validation Checklist - Hardcopy Received FL16048_R6 COI 7917 01 COI Nieminen,odf Standard ASIM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 https://www.floridabuilding.org/pr/pr app tl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code ( le Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products Method 1 Option D 09/25/2017 1O/01/2017 10/03/2017 12/12/2017 EL # Mddel, Number or Name Description 16048:1 TRI-BUILT Roof Uhderlaymen[s Self -adhering, modified bitumen roof undedayments Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes 6 11 2017 FL16O48 Oo FINAL 2017 fl RER TRI Impact Resistant: N/A Design pressure:+N/A/-150 BUILT UNDEF 16048-R6 KLAYenned ey: Robert Nieminen PE-59166 Other::1.) The design pressure noted herein pertains to Created by Independent Third Parry: Yes Reports use Of foam -an tie systems overtop the self -adhering Evaluation ELI6048 undedayment for one particular applitation. See ER Section R6 AE 2117 09 FINAL ER TRI BUILT UNDERL YM t A 5.6.4 for details. 2.) Refer to ER Section 5 for other Umits of 48 R6 r Created by Independent Third Party: Yes Use. Qntaa UO:: 2691 Bill, Stn R 8 M1 Phone:85_ p687n824 The Slate of Haeda k an d eeu emplayy, c a nnh, 2W7_201 �- ;: pmen Solensnt:: A¢ M1"tv SbI.ia(f Statemnte e :: R gyf Rradua APPrpval Adets; p ®®999 M SCCUrIU•dlkl'R1('S https://www.floridabuilding.orgtpr/pi app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/12/2018 Florida Building Code Online Page 1 of 2 Business & Professional Regulation ® i r EaS Home I Lou In I User MgNbetum I Hot Topic I Submit Surcharge I State&Fatl I publications I Contaa Us I SC15 Site Map I uaM I Search I d Florida Product Approval yuryeR USER: public User ym PmtluR Foomval Menu> B9tluR or Application SeartM1> Application Ust> Application Detnil FL # Code on Velrsion De SCANNO) Application Status BY Comments St. Lucieftnty Archlved 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 FL1654-R24 Revision 2017 Approved C jAUG EIVED 14 2019 ST. Luunty, Permitting A - COPY POLYGLASS USA 1111 W. Newport Center Dri IEVIE Imo® FOR Deerfield Beach, FL 33442 ( 54) alpert polygl Ext242 OOE COMPLIANCE malpert@polyglass.co Maury Alpert ST. LUCIIE COUNTY malpert@polyglass.com BOCC Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 09/13/2021 John W. Knezevich, PE ® Validation Checklist - Hardcopy Received FL1654 R24 COI 2019 01 COI NIEMINEN.odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 https://floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgvgqu2wd/o2bnFgUPv... 8/14/2019 Florida Building Code Online _ , Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised — Summary of Prod uct5- r Method 1 Option D 04/12/2019 04/14/2019 04/19/2019 06/18/2019 08/12/2019 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen Roof Systems Limps of Use Installation Instructions Approved for use in HVHZ: No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654- R2 Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MODBIT FL1654- R24.vd deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for Created by Independent Third Party: Yes other Limits of Use. eadr Nezt Conrad 1s:: 2601 Blair Stone Road. Tallahassee M32399 Plane: 850467-1824 The State of Florida is an A VEER employer. Coovtlaht 2002-2013 State of Florida :: Privacy, Statement :: Accesslbility Statement :: Refund Statement Under Florida law, email addresses are pubic records. If you do not want your a -mall address released in response to a public-recards raised, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, Ilmosees licensed under Chapter 455, F.S. must prevlde the Department with an email address 9 May have one. The .mails provided may be used for official mmmunkation with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please pnwide the Department with an email address which can be made available to the public. To determine If you are a licensee under chapter 455, F.S, please dick here . Product Approval Accepts: ®®MREM Credt Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvgqu2w%2bnFgUPv... 8/14/2019 APPENDIX 1:ATTACHP4EuT r REQUIREMENTS .. UPLIFT RESISTANCE TABLE DECK _ APPLICATION. I TYPE I _ - - --" DESCRIPTION - ' -PAGE 3A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 18 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1D Wood New,. Reroof (Tear -Off) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 lE Wood New, Reroof (Tear -Off) or Recover - C Mech. Attached Insulation, Bonded Roof Cover 12-14 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-18 1G Wood New or Reraof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18.22 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 23-29 F17 ZA Wood -Steel or Structural concrete New ooPeroofdTa New, Reroof (Tear -Off) of Recover [g B [Non"Yl u`afdtHnn e`dRaofrover 9 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover _-- 30-32 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 33-37 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 38-39 ZD Steel or Structural concrete New, Reroof (Tear -off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 40-41 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 30 Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 5o 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 51-53 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 4C Lightweight concrete - New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55-58 SA Cementitious wood fiber - New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 59 58 Cementitlous wood fiber New, Reroof (Tear -Off) or Recover A-2 - Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover a Mech, Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 SO Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 61 SE Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover - 61 GA Existing gypsum Reroof (Tear -Off) . A-1 Bonded Insulation, Bonded Roof Cover 62-64 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 1 64 6D Existing gypsum Reroof (Tear -Off) or Recover E I Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover i 64 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 65-69 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 1 69 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. D Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC, LLC Certificate of Authorization 032455 Prepared by: Robert Nieminen, PE-59166 6Tx EDITION (2017) FBC NON-HVHZ EVALUATION Polygess Modified Bitumen Roof Systems, (954) 233-1330 Evaluation Report P9290.02.08-1122 M,EL1654-R24 Revision 22: 04/11/2019 Appendix 1, Page 1 of 69 i fONEMOjetc. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 30D psi. In all cases, the minimum top -coat thickness is 2-Inches. For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1. For "preexistent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, in accordance with procedures adopted by Miami -Dade 9CCO (FBC CER3592). Unless otherwise noted, use of these listings in new construction or re -roof (tear -off) applications Is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted. refer to the following references for bonded base. my or can sheet an.n,.tinnc. REFERENCE GAYER .• - _•• MATERIAL - I'. APPLICATION . BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Ply One or more plies Pol glass Ply IV, Polyglass Ply VI, FBC A roved ASTM D2178, Type IV or VI Hot Asphalt at 20-00 Asphalt -Applied) Note: As-holt-applied sheets or insulation shall not be applied to politflim, sup red membranes. Ibs/square Base Ply, One ply Elastobase (sand/sand), Elastoflex V, Elastaflex 56, Elastoflex S6 HP, Elastoshield. HT SBS-CA3 Cap FIY ElastoflexV G, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand-backed),Polyfresko G SBS FR sand -backed PG350 at 1.5-2.0 gal/square Base Ply One pkElastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP SBS-CA2 Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed) _ Polyplus 35 at 1.S-2.0 gal/square SBS-AA Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT ' (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Hot Asphalt at 20-40 Ibs/square Note:. Asphalt4pelledsheets or insulation shall not be applied to polpflim surfaced membranes. SBS-TA Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G. R, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR poly -film backed) Torch -Applied -se"P One or more pliesEJ7o _)i' Elastofiex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA xexSICP Polyreflect (SBS, Self -Adhering) - NoteT nesso he`nVise noted, permissible membrane substra tes for SBS-SA am limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand) or Elastobose(poty/ o ), Self -Adhering APP-CAS Cap Ply PoWex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more. plies Polyglass Base, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond,..Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied APP-SA Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool (APP, Self -Adhering) Note: I Unless otherwise noted, permisslble membrane substrates)orAPP-54 ore limited to the SBS-SA Base Ply options herein, Flastobose(poly/sand) or Elasobase 1poly/poi ). Self -Adhering NEMO ETC, LLC Evaluation Report P9290.02.08-RZ2 for FL1654-RZ4 Certificate of Authorization 432455 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/1019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 3 of 69 TABLE 11: WOOD tECKS —NEW CONSTRUCTION bR; RO SYSTEM TYPE F: • s BONDED ROOF COVER System Deck (Note 3) Primer Roof Covr ote 15 - , ReN -- ( - ) No. .' MDP(psf)' Ioint7reatment Base Ply- P N lsp Ply APT, rated W-182 In., CAT, 0.418 in., None OSBjoints are covered with 4-Inch wide strips of Elastofex SA V, rolled into lace to P P Elastoflex SA V Plus or (O�ptional)SBS -SA, SBS- SBSSA, APP-SA, SBS- Ezposure 3 O58 create continuous bond. Elastoflex SA V Plus Fill 7 APP-TA '!A, APP-TA -52.5 tV-183 Mi.115/324nch d lif`TS°•� 4 SBSTSA (Optional) SBSrSA, SOS- r5B5••S APP-SA,SBS-, "TA; 90`D a - TA, APP-TA A'r W-164 Min. 15/32-Inch plywood (Optional) PG100 None PolyFlex SA Base (Optional)APP-TA APP-TA -90.0 W-185 Min. 35/32-Inch plywood PG300 None SBS-SA (Optional) SBSSA, SOS- SBSSA, APP-SA, SBS- TA, APP-TA I TA, APP-TA -97.5 W-196 Min. 15/32-Inch (OPdonal)PG300 Plywood joints are covered with 4-Inch wide strips of Elastofex SA V Pius, rolled into Elastofex SAVor SBS- SBS- plywood place to create continuous bond. Elastofex SAVER TAAPnal)SBSISA, TA,APP-TA TA, AP,A➢P-TA 7A, App-TA -97.5 W-187 Min. 15/32-Inch plywood POLYBRITE 745 or W03000 None SBSSq (Optional) SBS+Sq SBS- SBSSA,APP-5 S8S- A' TA, APP-TA TA, APP-TA .105.0 W 188 Min.IS/32-Inch (Optional) PG10D Plywood joints are covered with 4-Inch wide strips of Elastoflex SA Plus, rolled into Elastoflex SA V Plus or (Optional)SBS-SA, SBS- SBS-SA, APP-SA,SBS- plywood Place to create continuous bond. Elastoflex SA V PIus FR TA, APP-TA TA, APP-TA -135.0 W-189 Min. 15/32-Inch (Optional) PG 700 Plywoadjolms are covered with4-inch wide strips of Elastoflex SA V➢lus, rolled into p 1 wood PY place to create continuous bond. Polyflex SA Base (Optional) APP'TA APP-TA -135.0 NEMO EEC, LLC Evaluation Report P9290.02.08-R22 for FL1654-R24 Certificate of Authorization 432455 6m EDITION (2027) FBC NON-HVH2 EVALUATION Revision 22: 04/11/2029 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 29 of 69