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Home My WebLink AboutPRODUCT APPROVALm�'Busrne°ss &PXassottal 3'.. , .co,":.,`, a �. ° s�` PnNa+E wtuFrIAM, oue oivlsl�.et4 ;cAM.ncrno'e' g r Flo Product Approval USER: Public User ,.Vp0 Product Approval Menu > Pmduct or Apoliwtlon Search > Apliftation U9 > Appllotlon Derail .:.. FL* FL1654-R24 Application Type Revision Code Version 2017 Application Status Approved Comments Archived A SCANNED BY St. Lucie County RECEIVED SEP 2 4 2019 ST. Lucie County, Permitting Product Manufacturer PWGLASS USA Address/Phone/Emall 1111 W. Newport Center Drive REVIEWED FOR Deerfield Beach; FL 33442 CODE C® �'1 (954)233-1330 Ext 242 OO..rr COMPLIANCE malpert@polygiass.com STo LUCIE COUNTY Authorized Signature Maury Alpert `7 EODD malpert@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 _(912) 429-8610 MAlpert@ polyg lass.cem Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method - Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 ValidatedByJohn W. Knezevich, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1654 R24 COI 2019 01 COI NIEMINEN.gdf 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/12/2019 Date Validated 04/14/2019 Date Pending FBC Approval 04/19/2019 Date Approved 06/18/2019 Date Revised 08/12/2019 Summary of Products I FL # Modelr Number or Name Description 1654.1 Polyglass SBS and APP Modified SIBS and APP modified bitumen roof systems. Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No PI 1654 R24 11 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654- R24.pdf 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 deck. pl 1 Asa Red. AP 2019 04 FINAL ER POLYGLASS MODBIT FL1654 RR24.pdf Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Fe7 Contact Us :: 2601 Blair stone Road. Tallahassee K 32399 Phone: 850<87-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 state of Florida.:: Pdwcy statement :: Accscs ibility Statement :: 0.efuntl Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response m a publlcremrds request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any quesUans, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The malls provided may be used for official communication with the licensee. However mall addresses are public record. V you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine It you are a licenser under chapter 455, F.S., please click he- . Product Approval fi=pis: M ® ` imY E { Credit Gard e- NNEMOjetc. APPENDIX 1: , rTABLE 1 ATTACHMENT REQUIREMENTS FOR WIND G x : ea Tti ,,:. 1� F _ aun r> - a+•' UPLIFT RESISTANCE ?' w, .._7FAPPLICq�°ffON to Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 IB - 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, BondedRoofCover 10-11 1D Wood New, Reroof (Tear -Oft) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1E 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 SG Wood New or Reroof (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 23-28 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 29 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Banded Roof Cover 30-32 28 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 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 4D-41 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 50 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 Cementitlous wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 59 SB Cementitlous wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 Sc Cementitlous wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 61 SD Cementitlous wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 61 SE Cementitlous wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6A existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation, Banded Roof Cover 52-64 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 64 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 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 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 FBCApproval documentation. 2. Insulation/ base sheet fasteners shall be of sufficient length for the 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 manufacturers published installation instructions. NEMD ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-R24 Certificate of Authorization H32455 67" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nleminen, PE-59166 . - Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 69 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 meetsthe OArequirements of F.A.C. 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 psi, minimum 2-Inch thick lightweight 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 LWIC to 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). B. 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'spublished Instructions. D Hot asphalt (HA): Full coverage at 25-30 Ibs/square: ➢ 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-PGS): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond 5001s referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c. ➢Note: When multiple layers(s) of Insulation and/or coverboard are installed In ribbon -applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwlse 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) limitation. In no case shall these values be used to'increase'the MOP 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) D Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond 500 (OBS00): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) D OMG OlyBond 500(OBSOo): MDP -187.5 psf (Min. 0.5-inch thick)SO 95+GL) - DOMGOlyBond 500(00500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (OB50o): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II) ➢ ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-Inch thick) 8. Bonded polyisocyanurata 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 WDI, FM Loss Preventlon Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RA5 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. Aqualified 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 TAS 105. 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 TA5124. 13. For Recover Applications using System Type D, the Insulation Is optional; however, the existing roof system shall be suitable for a recover application. NEMD ETC, LLC Evaluation Report P9290.02.O13-1122 for FL1854-1124 Certificate of Authorization R32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019, Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 69 OINEMOjetc. 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 CER1592). 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 Jurisdictlon. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. ROOF COVERS REFERENCEz, „Y,�.,, .e ..,,;!LAYER ,,, e.^` F ,a.,:....., . 2f , , C_ ?_.�.e ,v . - a ....`'.EuS `ti..-;: MATERIAI,,,,;:ui. a's ,.6..... a,b. �'r � . § :Iry S ,. AP2BCATto 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 2G-40 Asphalt-Applled) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-CAI Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, ElastoflexS6 G FR, Elastoshield TS G, Elastoshield TS PG350 at 1.5-2.0 gal/square G FR, Polyfresko G 5BS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP SBS-CA2 Cap Ply Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS Polyplus 35 at 1.5-2.0 gal/square 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), ElastobaseP (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT SBS-AA (SBS, Asphalt -Applied) Cap Ply Elastoflex V,'Elasmflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS G, Hot Asphalt at 20-40 Ibs/square Elastoshield TS G FR, Polyfresko GSBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt-applledsheets orinsuladon shall not be applied topoly)llm sur/acedmembranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshleld HT SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Torch -Applied 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, Elastoflex SA V FR, 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 substratesforSBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (Poly/sand) orflastobose (poly/poly). APP-CA3 Cap Ply Polyflex 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 Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA (APP, Self -Adhering) Note: Unless otherwise noted,permissible membrane substratesforAPP-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-R22 for FL1654-RZ4 Certificate of Authorization #32455 bra EDITION 12017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 69 NNEMOjetc. 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP linings below vs. those In Table 3A applies: BARRIER OPTIONS; DECK;VAPOR STRUCTURAL CONCRETE PRIMER r INSULATION ADHESIVES `"ib""i v� r a� TYPE ,. . VB-1. PG300 Elastoflex SA V Plus Self -Adhering Inta-Sttk or CR-20, 12-Inch o.c. -60.0 VB-2. PG300 Polyglass Base Torch -applied Inta-Stlk 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. PGI00 Elastoflex SA P Self -Adhering CR-20, 12-Inch D.C. -270.0 VB-6. PG100 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering I Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade I Adhesive, OlyBond 500 or CR-20, 12-Inch a.c. -290.0 17. The following surfacing maybe 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 forfire ratings associated with coating usage. OPTIONSSURFACING rn -iD flon#., r .' ;.,xA..v. vr., ` �'. `t k,'t r..f5urtddng �; a +m�- `$ e*". v.<,, •: aF16r1da Piauct Appir SURF-1. PG300 Flbered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-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 Flbered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 700S (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 OS 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-R22 for FL16S4-R24 Certificate of Authorization #32455, 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22; 04/11/2019 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 69 ONEMOletc. TABLE IF: ....REROOF(TEAR-OFF)oR RECOVER SYSTEM TYPED: INSULATED, MECHANICALLY ATTACHED : BONDED ROOF System fnsulatlon layers) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1)' Type Attach Type Fasten Attach Base Ply Cap Ply (Psfl AsP T-APPIIEDORTDRg APPIIEDBMEPLY: _ Elastobase, Elastobase P, Ones, more Polyglass 62 Base, OMG Flat Bottom Plates (square) with Roofgrip #14, 12-Inch o.c. at min.4-Inch lap and (Optional) BP -AA, W57 Min. 19/32-Inch layers, any Prelim. CertaIGlasba Teede, Dekfast Hex PLT-H-2-7lat with Dekfast 12-inch o.c. at two (2), equally SBS-AA, SBS-TA or SBS-AA, SBS- -52.5 plywood combination Attached Glasbase, Firestone Firestone "Dekfast #14 or Trufast 3" Metal Insulation Plate with Trufast Trufast spaced, staggered center rows APP-TA 7A pPP TA TA MB Base, lM Perma- HD Ply 28, Tamko Glass Base or GAFGLAS #75 Min. 19/32-Inch One or more Prelim. Elastobase or 12-Inch o.c. at min. 44nch lap and (Optional) BP -AA, SBS-AA, SBS- W 58 plywood layers, any Attached Elastobase P OMG Flat Bottom Plates (square) with Roafgrip #12 12-Inch o.c. at two (2), equally SBS-AA, SBS-TA or TA, APP-TA -60.0 combination spaced, staggered center rows APP-TA APA rated, 19/32 Trufast Versa Fasteners (min. Y" penetration) & SBS-SA, APP- CAT, 0.578 in., One or more Elastobase, Plates; 2 screws per plate installed 180" into the 12-Inch o.c. at min. 4-inch lap and SA, SBS-AA, Exposure 1 OSB or layers, any Loose -laid ElastabaseP holes of the plate, parallel to the width -direction 12-inch o.c, at two (2), equally 5BS-TASBS-AA, BS-TA, APP-TA 5B5-TA,APP- -67.5 W-59 min. 19/32"APA combination spaced, staggered center rows TA rated plywood of the sheet" 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 APA rated,19/32 Trufast Versa Fasteners (min. W penetration) & CAT, 0.578 in., One or more Plates; 2 screws per plate Installed 180" Into the 12-inch o.c. at min. 4-Inch lap and Exposure 1 OSB or layers, any Loose -laid Polyglass Base holes of the plate, parallel to the width -direction 12-inch a.c. at two (2), equally APP-TA APP-TA -67.5 W-60 min. 19/32" APA combination of the sheet spaced, staggered center rows rated plywood Nate: -For re -roof or recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199 ibf. Additional Versa -Fast Fasteners within each Versa -Fast Pate maybe utilized to produce minimum withdrawal resistance One or more Polyglass G2 Base, Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast SO -inch o.c. at min. 4-inch lap and (Optional) BP -AA, 6W-6�Min. 15/32-Inch layers, any Prelim. Elastobase, OMG Round Metal Plate with HD, 10-Inch o.c. at three (3), equally SBS-AA, 5BS-7A or SBS-AA, SBS- -75.0 plywood combination Attached Elastobase P h Ro OMG Flat Bottom Plate (Accutrac) with Raofgrip #14 OM o spaced, staggered center rows APP-fA TA APP TA or Trufast 3" Metal Insulation Plate with Trufast HD. One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 104nch o.c. at min. 4-inch lap and W-62 Min. 15/32-inch layers, any Prelim. Polyglass Base #14, OMG 3" Round Metal Plate with OMG HD, 10-Inch o.c. 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 or7rufast 3" Metal Insulation Plate with Trufast HD. NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 6- EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Evaluation Report P9290.02.08-R22 for FL1654-RZ4 Revision 22: 04/11/2019 Appendix 1, Page 15 of 69 I s g , • r r 1 6 r + / ME ki'm 15 eCIS Home I Log In I User Registration 1 Hot Topic,, I Submit Surtharge i Stats a Facts I Publications I HsC Stan I KIS Site Map 1 Unks i Searca a �� "� Product Approval r -USER: Public User db. ProdV& Approval Menu > product or AoMkatfan Search > App,ratlon Ust > Ilpplieati n Detail 110 MIN 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/Emall Category Subcategory Compliance Method SCANNED BY St. Lucie County FL9777-RII Revision RECEIVED 2017 Approved SEP 2 4 90?9 i ST. Lucie County, Permitting Owens Coming One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscornlng.com Greg Keeler greg.keeler@owenscerning.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Roofing Undedayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C:I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Yi Validation Checklist - Hardcopy Received Certificate of Independence FL9777 RII COI OCR14002 8a 2017 FBC Evaluation Report We therlock Non-HVHZ.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAB 103 1995 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL f0 Model, Number or Name Description 9777.1 Wetherlock G Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use, Installation Instructions FL9777 1111 11 OCR14002 ea 2017 FBC Evaluation Reg4Lt Weatherock Non•HVHZ.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports — — FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weathercock Non-e— Created by Independentndent Third hird Party: Yeses 9777.2 Weatherl-ock G (High Tear) Limits of Use Approvedforuse in HVHZ: No f Approved for use outside HVHZ: Yes j Impact Resistant: N/A I Design Pressure: N/A Other. See evaluation report for limits of use. Weatherproofing Underlayment Installation Instructions FL9777 R11 II OCR14002 8a 2017 FBC Evaluat'Qn Rg ors Weathercock Non-HVHZ.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 RI AE OCR 14002 8a 2017 F8C Eva; tign Rep,rt Weath riock Nan-HVHZ Ddf Created by Independent Third Party: Yes y 9777.3 Weathercock MAT Waterproofing Underlayment Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL9777 Ri I If OCR 14002 8b 2017 FBC h atio : Report Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Weathercock HVHZ.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports 1 FL9777 R11 AE OCR14002 8b 2017 FBC F ah ation Report Weathercock HVHZ bdf Created by Independent Third Party: Yes. .J 9777.4 Weatherlock MAT Limits of Use Waterproofing Underlayment -Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A 1 Other: See evaluation report for limits of use. FL9777 R11 II OCR14002 8a 2017 FBC Eval Cation Report Weathercock Non-HVHZ.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports i FL9777 Ell AE OCRI4002 8a 2017 FBC Evaluation Report Wea[hedock Non-HVHZ odf Created by Independent Third Party: Yes 9777.5 Weatherl-ock Metal Weatherproofing.Undedayment iLimits of Use Approved for use In HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use. Installation Instructions FL9777 R11 11 OCR14002 8a 2017 FBC valuation Report Weathercock Non-HVH .Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 III AE OCR14002 8a 2017 FBC Evaluation Report Weatherlck Non-HVHZ Ddf Created by Independent Third Party: Yes 9777.6 Weatherl-ock Metal — —_._-...--- Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: N/A FL9777 RI1 11 OCR14002 eb 2017 FBC Evaluation Report Weatherock HVHZ Ddf Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Pally: Yes Evaluation Reports EL2777 RSi AE OCR 14007 86 017 PBC =vafi ration Report 1 I Weath2diick HVHZ.pdf Created by Independent Third Party: Yes 9777.7 WeatherLock Specialty Tile & Metal Weatherproofing Underlayment Limps of Use t Installation Instructions Approved for use in HVHZ: No l ELg777 R1 i II O R1400 8a 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/hi42.5 Other: See evaluation report for limitsof use. Weatherlock Non-HVHZ,pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL277Z Rll AE OCR14007 Ba 2017 FBC Evaluation Report I Weatherlock Non-HVHZ.odf Created by Independent. Third Party: Yes_ CICM we.t tf. M&C I' :: 2601 still Stone Read. T.11.1happle FL 32399 phone: 850-487-1824 TM StMs Pt Floritla is an AAIEEO employer. LoovrlaM 300J-2p135tate of fiaida :: Pfivan Statement :: htmso,lb11Pv Statement : t Refurd Statement Under Florida Iaw, small addresses are pudic records. if you do not want your email address released in response to a public-recards request, do poi send electronic mall to this entity. Imtead, commit the oat' by Phone or by traditional mail. If you have any questions,please contact 850.487.1395. •Pursuant to Section 455.275(i), Santa statutes, effective OUAber1, 2012, limrsees, licensed under Chapter 455. F.S. must Pravda the Department with an Phial address if May have one. The emels provided may be used for o0 del communication with the licensee. However mail addresses aye public remrd, If you W not wish m supply a personal address, please Drowse the Oemmment wsh an email address which can be made available to the public To determine if you are a licensee under Chapter ass, F.S., . seceirit}+�tral`Rtca' 6 a ♦ r i a ai � .?-. �'` s r•. .. . ,. -" :: h�( .� ,...ti s 6 2 Fy I -". is ` BC15 Home f Log 1n l User Reg$hadon I Hot Topks ! Submlt Surcharge 1 Stats 8 Fa¢s Publiwdons ! FBC Smif I Bcis Site Map 1 U,,ks Search i areeR:puProduct Approval us6tkuser SCANNED BY Product pnareva(Mrm»Raal ir[ruRaei pnni rnM cea�A.>poollratinn Ust>AOPnvtion eetail St. Lucie County i '� FL# FL10674-R13 RECEIVED Application Type Revision Code Version 2017 Application Status Approved SEP 2 4 "V9 Comments ST. Lucie county, Permitting Archived Product Manufacturer Owens Coming Address/Phone/Email One Owens Coming Parkway File Copy Toledo, OH 43659. (740)404-7829 ��gcso2— FOR greg.keeler@owenscoming.co Authorized Signature Greg Keeler 0E COMPLIANCE greg.keeler@owen n 11 p y,}+ ,x(ry� P'l�tli�Jp Technical Representative Mel Sancrant STa E. UCIE COO n y ? /I Address/Phone/Email 1 Owens COming_PKWY BOCC �% ( Toledo, OH 43659 / (419)376.8360 mel.sancrant@owenscorniq.com Quality Assurance Representative AddressJPhone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -s Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/16/2020 Validated By John W. Knezevich, PE :Oj validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10674 R13 COI 2017 01 COI Nierrinen.odr Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products I FL tk Model, Number or Name Description 10674.1 Owens Coming Asphalt Roofing Shingles and Starters 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge shingles Limits of Use 1 Approved for use In HVHZ: No Installation Instructions FL10674 R13 11 7017 SO EINAL ER OC ALPHA T Approved for use Outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section S. SHINGLES FLI0674-R13 odf Verified By: Robert l: M. Niernmen PE - 59166 Created by Independent Third Parry: Yes Evaluation Reports FL10674 R13 AE 2017 IQ FINA ER OC ASPHALT SHINGLES. FL10674-R13 odf Created by Independent Third Party: Yes nF c :: ZOUlair Stone Road. T lln z 9 Mnne: 850-487ae24 The State of Flodda Is an grelEEO employer. Ceavdpht ]pp]- pt a Sm[ of FIo6d ;; privacy Statement :: AccessibiliN Statement :: p and hatam nt Under aorlda law, email addresses are public rewNs. If you do not want your e-mall address released in response to a publlcremrds request, do not Send electronic mail to this carry. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850. 87.1395. •Fursuant to section 455.275(l), Hands Statums, aBecsve October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvlde the Department with an email address IF they have one. The ¢maps pmulded may be used for official mmmunkadon with the licensee. However ¢mall addresses are public record. If you do not wish th supply a personal address, please pmvlde Me Department war an email address which can be made available to the public To determine if you are a lueasee mMer Chapter 455, F.S., please dick b rear. Product Approval Accepts: ® ®oml sec urll\"}iL'1'EZIC.s. f