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Home My WebLink AboutPRODUCT APPROVALAl HGS Home Login user Registracon Hot Topics Submit surcharge Seats &fads Pobhcatwns Contact Us 8CIS Site Map finks Seimch db'vNr b Product Approval ;' o- USER[ Public User PmEuct Agproval Mme > ft2= or AepiSgr nm`Sea c > &,lixetomtUt > Application Detail FL S FL1654-R23 to Application Type YP Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beech, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.mm Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative Maury Alpert Address/Phone/Emall 1111 W. Newport Center Drive Deerfield Beach, FL.33442 (912)429.8610 MAlpert@polyglass.mm Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System SCANNED BY St. Lucie County Compliance Method Evaluation Report from a Florida Registered Architector a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W. Knezevich, PE v Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/O8/2018 Date Validated 10/13/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 FL u Model, Number or Name 'Description 1654.1 Poly9lass SBS and APP Modified SBS and APP modified bitumen roof systems 1 Bitumen Roof Systems Limits of Use t Installation Instructions Approved for use In HVHZ: No i FL1654 R23 11 2018 10 FINAL Al ER POIYGIA55 MODBIT FLt654-' Approved for use outside HVHZ: Yes R23 oaf Impact Resistant: NIA 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 l Evaluation Reports relates to one particular assembly over concrete deck. FL 1654 R23 AE 2018 10 FINAL ER POLYGLASS MOp81T FLi654- Refer to the ER Appendix for other systems and deck , RZ3.0df types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Carries Us r 2401 Blair 910ro Road, Tallahassee Ft 3t399 0huce; 859-487-192e The state of fioida is an "EEO "player, r:9gyZgbt 2007-2013 State of Florda r: P� 5telc_m c :I accessibility 6faleme :; Ret"I statement under FlOrlda law, ema'f addresses am pobiicme0rds. If you de not want vow a -mall address released In response t0 a publx-recordii repur st, 0 not send ekRm,ni, mail to this entry. Instead, conic, the office by phone ar by traditional mall. If you lave any questions, please panties 850,487.1395. `Pursuant to Section 455.225(i), Florida statutes, efI mfll copper 1, 2012, IKeosees lined under Chapter 4S5, F.S. most provide the Department with an e111 address V. they have one, Theemads provided may be used for orecul communicatlon with the licensee. However email addresses are public resold. If you do no, wish m supply a personal address, please Provide one Department with an email address wtsidi pan be made available W the Public. To dotermine if you arc a 0m:se , under Chapter 455, ES., please Click- "n, . pradust Approval Accepts: Credit (lard Safe ONEMOjetc. APPENDIX 1: TABLE ATTACHM ENT REQUI REM ENTS DECK r UPLIFT RESISTANCE r APPLICATION TYPE DESCRIPTION PAGE 3A Wood New or Reroof (Tear -Off) A-1 Banded Insulation, Bonded Roof Cover 5 1B 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 B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 3E 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 15-17 SG Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-21 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 21-25 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 26 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 27-29 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 30-34 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 35-37 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-46 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 46 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47-49 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Banded Roof Cover 51-53 SA Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 54- 5B Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 SC Cementitious wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 56 SO Cementitious wood Ober New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 56 5E Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 56 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 57-59 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 59 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 60 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-65, 7B I Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 65 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 forth e following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published Installation Instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23 Certificate of Authorization #32455 6^' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 65 ONEMOletc. 3. Unless otherwise noted, Insulation maybe anyone layer or combination of polylsocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the CIA requirements of F.A.L. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. 4. Minimum 200 psl, minimum 2-Inch thick IIghtwelght Insulating concrete maybe substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWICto engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 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. S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's published Instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. D OMG OlyBond 500 (08500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: Olyeand Green maybe used where OlyBond 500 Is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are Installed in ribbon -applied adhesive, board joints shall be staggered. D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation boardshall be not less than one-half the specified ribbonsspacing. 7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather If MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -In for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) D OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) ' ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) ➢ OMG OlyBond 500 (OBSOO): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.04nch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk• carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis Is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TA5105. 12. For existing substrates Ina bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 61N EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for FL1654-R23 Revision 21: 10/08/2018 Appendix 1, Page 2 of 65 ONEMOjetc. 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 300 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 "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (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, ply or cap sheet applications. • OOF REFERENCE LAYER MATERIAL 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 Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Ibs/square Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfacedmembranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastaflex S6, Elastaflex S6 Type II, Polyglass HT Base 650 SBS-CAI Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield PG350 at 1.5-2.0 gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastabase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex56, Elastoflex S6 Type 11, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex56, Elastoflex 56 Type II, Polyglass HT Base 650 SBS-AA Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Ibs/square Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly flm surfaced membranes. Base Ply or Ply 6 0 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex 56 Type II, Polyglass HT Base SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS- Torch -Applied G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates or SBS-SA are limited to the SBS-SA Base Ply options herein, p f y p Self -Adhering Elastobase (Poly/sand) or Elostobase (poly/poly). APP-CAS Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates)orAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. applies: fONEMOjetc. The lesser of the MOP listings below vs. those in Table 3A VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INS UI-ATION PER TABLE 3A OPTION # PRIMER VAPOR BARRIER INSULATION ADHESIVE MOP (PSF) TYPE ATTACH VB-1. PGS00 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch D.C. -60.0 VB-2. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20,12-inch D.C. -75.0 VB-3. PG100 Elastoflex SAP Self -Adhering Insta-Stik, 12-Inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch D.C. -157.5 VB-S. PG100 Elastoflex SA P Self -Adhering CR-20, 12-Inch o.c. -270.0 VB-6. PGS00 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-Inch o.c. -29D.0 17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. OPTIONSSURFACING Option # Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 5URF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-S. PG700QS (Quick Set) High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 5URF-10. Polybrite 70QS(Quick Set) Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 CIS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 CIS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 FL27409 SURF-21. KM PS#220 FL27409 18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23 Certificate of Authorization 02455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 - Appendix 1, Page 4 of 65 ONEMOjetc. TABLE IF: ....REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BON DIED ROOF COVER System Insulation Layer(s) Rase Sheet hoof Covet (Note 15) MDP- ND. Deck (Note 1) Type. Attach Type Fasten Attach. one Ply Cap Ply (Psfn ASPRALT-APPLIED ORTOROY-APPDED BASE PLY:. Elastobase, Elastobase One or more P, Polyglass G2 Base, CertainTeed Glasbase, OMG Flat Bottom Plates (square) with Roofgrip 414, 12-Inch at min. lap and (Optional) BP -AA, W-57 Min. 19/32-inch layers, any Prelim. Firestone MB Base, JM Dekfas[ Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 2)Inch D.C. 12-Inch stag at two cent equally SBS-AA, 585-TA or SBS-AA, SBS- -sets plywood combination Attached Perma-Ply 28, Tamko MU or Trufast 3"Metal Insulation Plate with Trufast spaced, staggered center rows APP-TA TA, APP TA Glass Base or GAFGLAS #75 Min. 19/32-Inch One or more Prelim. Elastobase or 12-inch D.C. at min. 4-inch lap and (Optional) BP -AA, SBS-AA, SBS - W-58 layers, any P OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch D.C. at two (2), equally SBS-AA, SBS-TA or TA, APP-TA -60.0 plywood combination Attached Elastobase spaced, staggered center rows APP-TA Trufast Versa Fasteners (min.'/." penetration) & SBS-S& APP- Min.19/32-inch One or more " Plates; screws per plate Installed 180Into the 12-inch stag at min. 4-inch lap and SBS-AA, SA, SBS-AA, APA rated OSB layers, any Loose -laid Elastobase, Elastobase P holes of the plate, parallel to the width -direction f 12-Inch stag at two cent equally SBS-TA, SBS-TA, APP-TA 5B5-TA, APP- -67.5 W-59 or plywood combination of the sheet- spaced, staggered center rows TA Note: -For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to produce minimum withdrawal resistance Trufast Versa Fasteners (min. Yo penetration) & Min. 19/32-inch Ones, more Plates; 2 screws per plate installed 180' Into the 12-inch D.C. at min. 4-inch lap and APA rated OSB layers, any Loose -laid Polyglass APP Base holes of the plate, parallel to the width -direction 12-Inch D.C. at two (2), equally APP-TA APP-TA -67.5 W-60 or plywood combination of the sheet spaced, staggered center rows Note. -For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199 lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to produce minimum withdrawal resistance One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 10-Inch at min. 4-inch lap and (Optional) BP -AA, W-61 -Min. 15/32-Inch layers, any#14 Prelim. Polyglass G2 Base, #14, OMG 3" Round Metal Plate with OMG HD, D.C. 10-Inch stag at three equally SBS-AA, SBS-TA or SBS-PA SBS- -75.0 i plywood combination Attached Elastobase, Elastobase P OMG Flat Bottom Plate (Accutrac) with Roofgrip me spaced, staggered center rows APP-TA TA, APP TA HD. or Trufast 3" Metal Insulation Plate with Trufast HD. One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 10-Inch D.C. at min. 4lnch lap and W-62 Min. 15/32-Inch layers, any Prelim. Polyglass APP Base #14, OMG 3" Round Metal Plate with OMG HD, 30-Inch stag at three (3), equally (Optional) APP-TA APP-TA -75.0 plywood combination Attached OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 spaced, staggered center rows or Trufast 3" Metal Insulation Plate with Trufast HD. Min. 15/32-Inch One or more Trufast Versa Fasteners (min. Y.." penetration) & 9-Inch stag at min. 2-Inch lap and SBS-SA, APP- APA rated OSB layers, any Loose -laid Elastobase, Elastobase P Plates; 2 screws per plate installed 180" Into the cent equally 12-inch D.Cstaggered BP -AA, SBS-AA, SBS-TA, APP-TA SA, 5B5-AA, SBS-TA, APP- -90.0 or plywood combination holes of the plate, parallel to the width -direction geredat spaced, staggered center rows W-63 of the sheet' TA Note: f `For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 159 lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized to I produce minimum withdrawal resistance NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nleminen, PE-59166 6- EDMON (2017) FBC NON-HVH2 EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R21 for FL1654-R23 Revision 21: 10/08/2019 Appendix 1, Page 15 of65 MIS Home Log In i User Registration Frj s pr r; h) Prodluct Appiroval public Uw d.1b'r a FIL OPY t , ' F, I 9 I d s. , t Hot Topics Submit Surtharge I SUN a Facts Publications I FM Staff 1 MIS Site Map tlnks sop m P.odW AIIM21 Manu > Praivrt or Agrll C n Sc b > 6,ukabon list > Application befall 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 FL17443-Rl Revision 2017 Approved )i43-IDa31 ST. LUCIE COUNTY ILDING DIVI ION REVIEWED FOR COP P IAI CE REVIEWED BY DATE k 31114111 PLANS AND PERMIT RUST BE C 'PT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE ]ATAYLOR ROOFING 302 Melton Drive CONTRACTOR OF RECORD. FT PIERCE, FL 34982 (772)466-4040 kylewhite228@aol.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Kyle Taylor kylewhite228@aol.com REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN CfIDER TO COMPLY WITH ALL APPLICABLE CODES. Roofing Metal Roofing SCANNED BY St. Lucie County 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 Locke Bowden Evaluation Report Florida License PE-49704 Quality Assurance Entity PRI Construction Materials Technologies,. LLC Quality Assurance Contract Expiration Date 01/23/2023 Validated By Zachary R. Priest, P.E. ''� Validation Checklist - Hardcopy Received Certificate of Independence FL17443 RI COI FL 17443 ) A Taylor 2017 Code Eval Report with Details REES.Rdf Referenced Standard and Year (of Standard) Standard year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code V Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/17/2018 Date Approved 04/10/2018 Summary of Products FL A Model, Number or Name f____ ___—__�_____t Description j 17443.1 5 V Crimp 26GA 1/2" rib height over 15(32" APA plywood ' i Limits of Use Installation Instructions 1 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129.25 F417443 RS II FL 17443 1 A Tay11 12017 Code Eval Repo with Details RSSS gdf Verified By: Locke Bowden, P.E. 49704 i I Created by Independent Third Party: Yes Other.-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety '.2:1 with 24" max. coverage Install per manufacturers detail. Not for use in HVHZ. Evaluation Reports I FL17443 R1 AE FL 17443 I A Taylor 2QI7 Code Eval R p= with Details RSSS.pdf Created by Independent Third Party: Yes 17443.2 VICTORIAN CRIMP SHINGLE 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD ' Limits of Use -_--- ---_-- _^ Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ:. Yes FL17443 RI TI FL 17443 ] A Taylor 2017 Code Eval Repel[ with Details RSSS pdf I Impact Resistant: N/A Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-105 Other:-105PSF margin of safety 2:1. Install per Created by Independent Third Party: Yes Evaluation Reports manufacturer's details and in compliance with FBC 2017 6th t ad. Not for use in HVHZ. FL17443 RI AE FL 1744'a I A Taylor 2912 Code Eval Report with Details RSSS.pdF Created by Independent Third Party: Yes aaak Rent contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85d,487-1824 The State of Florida Is an AA/EEO employer. rayntht 2007.2013 State of Florida -: privacy Sta LM= :: Accessibum, Statement :: Refund statement Under Flerida law, email addressee are public records. If you do not want your e-mail address released in response m a publie.records request, do not send electrenlc mail to this entity. Instead, contact Me alike by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, RS. must provide the Department with an email address If they have one. The mats provided may be used for official communication wkh We devisee. However email addresses are public remrd. If you do net wish to supply a personal address, please provide Me Department with an email address whiN an be made available to the public. To determine If you are a L¢nsee under Chapter 455, F.S., plea. dick her _. product Approval Accepts: RE W 2H M Credit Card Safe 302 Milton Drive Fort Pierce, FE 34962 (772)466-4040 Compliant with Florida Building Code 2017 (6' ed.) Compliant with Florida Product Approval Rule # 61G20.3 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 15D4.3.2.1507 SV Crimp thru fastened%" rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM A792, G-50, AZ55, .018, SOkst min. over min.15/320 thick CDX plywood deck- Corrosion Resistant fastener #9-15 H W H with sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. SDx2" annular ring shank nails spaced 6" D.C. reroofing, with less than 19/32" plywood (min,15/32"), this attachment is to be used in addition to existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 6TM ed., Sec I507 Table 1507.1.3 "Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 6" O.C. 266A ASTM A792, G-50, AZ55, .018, SOksi Victorian Crimp Shingle over 15/32" COX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener#10 x 1" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 61"ed., Sec.1507 Table 1507.1.1 ••Design Pressure: SOS PSF L4?]LOCI Reference Data: TEST REPORTS Hurricane Test Laboratory(TST-1527) #0224-0501-06 TAS125(UL 580.941) PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-042 1. UL 580-94 test standards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. umnaaons: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC2017 6`° ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufact `ri I t?(,JJJ;VPu1Ing products under this evaluation. `,c�" Bow/�,c' JPJ"r Locke Bowden, P.E. is owned, operated, or controlled by any company, manufacturer, or-Aijlgliag QrolTtletyttr(der this report. 1 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24' Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening I 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP MINIMUM 2 FASTENERS ATLOCKSEAM ) CUT 1/2 SHINGLE REATE STAGGERED ERN DRIAN CRIMP GLES i• I SHINGLE wW LOCK SEAM m. i NO Q. I 9'EXPOSURE ''n' Fastener.#10 x 1 " Zinc Plated MTW Pancake Head