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HomeMy WebLinkAboutPRODUCT APPROVAL`L kMff BGS name Lag in User Regisuat�- eot TOPIcs Submit Surdmfgp scats a Fats ProductApproval Har Turea: Ulty EMAU Approval Merv> ar9&Z-LrA t&C,al:gg,5U,,1 �RISvSl4^_SiSt> Apptiratlan Detail FL J FL16Sa•R23 Application Type Revislron / Code Version 2017! ApplicationStatus 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 iv r:-77 ,t `, I Na' �� POkcaton• Contact Us acts SW pap 4nka SearcR c POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyg lass, com Maury Alpert malpert@polyglass.com RECEIVED MAY 31 2019 Sr. Lucie County, Permitting SCANNED BY St. Lucie County Maury Alpert �©� 1111 W. Newport Center /'IC YC E® Deerfield Beach, FL 33442�G� �GG® APL1ANCE (912)429-8610 MAIPertCPolyglass.rnmsODE Col ET. L1J B®CC COUNTY Roofing / � / 1 �J O/ Modified Bitumen Roof System f v Evaluation Report from aFlorida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation port PY Floridaenda License PE-69I66 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 FiLL C Validated By John W. Knezevich, PE r Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) nil 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. Date Submitted .Date Validated Date Pending FBC Approval Date Approved Model, Number or Name 1654.1 Polygfass SBS and APP-Modified Bitumen Roof Systems Limits of Use Approved for use In HVHZ: No Approved for: use outside HVHZ: Yes impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. Method I Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 and APO modified bitumen roof systems s. Installation Instructions Fj,,),55A R23 21 2018 10 FINAI AI PR POIi'GLASS MO`16IT FL I6S^ ' &�3:pdf i Verified. By: Robert Nfeminen PE-59I66 Created by Independent Third Party: Yes ;Evaluation Reports , FI L654 R i AF 018 +0 FINAL. ER p^LYGLASS' ntn[iBiT F1i553- i �Asal Created by Independent Third Party: Yes W nta Us vk 260: al s A d T 11 r R )J 49Pncne airs-43J-1PSa The Stake of Florida is an MIEe-0 employes Cp._y h 2 n1.2Q1P u F FI fla vaiy_tfatemenk : peresslbttty5tak2men :; ilohm l State+eu-nt �C �Pn' Under Hotlda law, emffiI addresses are punk records. if you do not want yoplr a -mall address poll easedi, response to a puotie-records head mail to MIS entity. Instead, canna the office by phone w by traditional mall. It you have any questions; Please cantatt 850,4ar.1195. -Pars Flarfda Statdtes; effedivii comer 1, 2012, licensees lkensed under Chapter, 4S5, P.S. mustD bVide, the pepartmomt with pnth a! address i provided may be used for ofrulal toemni micabon with the Cterisee. However email addresses are public record. if you do not'elsh to Supply provide the Department with 4h henl add,=wtuch. can be made'avaitable to the Pabst.. To determine if you are a Seaman under Chapter, Product Approval Accepts: St:Ctirlt� bik"PRIG.C' ONEMOjetc. APPENDIX 1: TABLE ATTACHMENT REQuwEMENTS FOR WIND 'DECK UPLIFT RESISTANCE APPLICATION. TYPE DESCRIPTION PAGE IA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New orReroof (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 ID Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Banded Roof Cover 12 SE 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 1G 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 Nan -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, Bonded Roof Cover 51-53 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 54 513 Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 56 SO Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 56 SE 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 (Te2L2! 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 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 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 manufacturer's published installation instructions. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-1123 Certificate of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Palyglass 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 polyisocyanurate, polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the CIA requirements 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 may be 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. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, referto 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 25-30lbs/square. D Dow INSTA STIK Quik Set Insulation Adhesive (D-15): 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-PG1): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. D OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.(PaceCart or SpotShot).Note: OlyBond Green may be 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. ➢Nate: 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 otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. 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 maybe used as a drop -in for the equivalent thicker material listed in the table: D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) D Millennium PG-1 Pump Grade Adhesive (M-PGS): MDP -157.5 psf (Min. 0.5-inch thick) D OMG OlyBond S00(OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) - ➢OMG OlyBond 500(OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GQ ➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11) ➢ ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-Inch 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 In a 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 AN51/SPRI M-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. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23 Certificate of Authorization #32455 6Ta EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 65 ONEMOletc. 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 Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. „ PoLYGLAss OF COVERS 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, FBCApproved 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 of -PIm surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S5, Elastoflex S6 Type II, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CAI Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko GSBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex56, Elastoflex S6 Type II SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex56, Elastoflex S6 Type II, Elastoflex 56 G, ElastoflexS6 G FR, Elastoshield TS-G, Elastoshield Polyplus 35at 1.5-2.0 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, Elastoflex S6, Elastoflex SBS-AA 56 Type 11, Polyglass HT Base 650 Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex 56 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 -film surfaced membranes. Base Ply or Ply 6 O or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base SBS-TA Torch -Applied (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex S6 G FRI, Elastoshield TS- 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 5A P FR, Polyreflect Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesfor5B5-SA are limited to the SBS-SA Base Ply opNonsherein, Elastobase (poly/sand) or Elastobase (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 substratesforAPP-SA are limited to the SBS-SA Base Plyoptions herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FLI654-RZ3 Certificate of Authorization #32455 0 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 ad he red insulation carry the following Maximum Design Pressure(MDP) limitations. applies: NNEMOletc. The lesser of the MOP listings below vs. those in Table 3A OPTIONS;VAPOR BARRIER OPTION If PRIMER VAPOR BARRIER INSULATION ADHESIVE MOP(PSF): TYPE ATTACH VB-1. PG100 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 D.C. -75.0 VB-4. PG300 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive, 12-inch D.C. -157.5 VB-5. PG100 Elastoflex SAP Self -Adhering CR-20, 12-inch D.C. -270.0 VB-6. PG100 Elastoflex SA V Base, Elastoflex SAV FIR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PGA Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.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 for fire ratings associated with coating usage. SURFACING NS FOR PCHYGLASS MODIFIED BITUMEN ROOF SYSTEMS Option If• 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 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-S. PG700QS (Quick Set) High Quality Elastomeric Roof Coating FL10291 5URF-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 SURF-30. Polybrite 70Q$(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 955ilicone 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 #32455 6`H EDITION (2017) FqC 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 ONEP00jetc. TABLE IF: .ODDREROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation layers) Base Sheet Roof Cover (Note 15) MDP Deck (Note 1) No. Type. Attach Type Fasten. Attach Base Ply Cap Ply (Pnl ASPHALT-APPuw ORTOROI-APPUEO BASE PLY: Elastobase, Elastobase P, Polyglass G2 Base, OMG Flat Bottom Plates (square) with Roofgrip #14, Min. 19/32-inch One or more Prelim. CertalnTeed Glasbase, Dekfast Hex (aka, Dekfast PLT-H-2-7lat with Dekfast 12-Inch o.c. at min. 4-Inch lap and (Optional) BP -AA, SBS-AA, W-57 plywood layers, any Attached Firestone MB Base,1M orTrufast3"Metal Insulation Plate with Trufast 12-Inch o.c. at two (2), equally SBS-AA, 585-TA or TA, APP-TA -52.5 combination Perma-Ply 28, Tamko Ho spaced, staggered center rows APP-TA Glass Base or GAFGLAS #75 Min. 19/32-Inch One or more Prelim. Elastobase or 12-inch o.c. at min. 4-Inch lap and (Optional) BP -AA, SBS-AA, SBS- W-58 plywood layers, any Attached Elastobase P OMG Flat Bottom Plates (square) with Roofgrip #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 Trufast Versa Fasteners (min. %" penetration) & SBS-SA, APP- MIn.19 One or more Plates; 2 screws per plate Installed 180° Into the 12-inch o.c. at min.4-Inch lap and BP -AA, SBS-AA, SA, SBS-AA, APA rateedd OSS SB layers, any Loose -laid Elastobase, Elastobase P holes of the plate, parallel to the width -direction 12-Inch o.c. at two (2), equally SBS-TA, APP-TA SBS-TA,APP- -67.5 W-59 or plywood combination spaced, staggered center rows of the sheet- TA Nate: "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 Trufast Versa Fasteners (min. Y." penetration) & Min. 19/32-inch One or more Plates; 2 screws per plate Installed 180° Into the 12-inch o.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 o.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 (Nate 11) shall yield minimum 199lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized to produce minimum withdrawal resistance One or more Dekfast Hex (aka, Dekfast PLT-H-2-7/8)with Dekfast 10.inch a.c. at min.4inch lap and (Optional) BP -AA, W-6 Min. 15/32-Inch layers, any Prelim. Polyglasse, Base, OMG Metal Plate with HD, 10.inch o.c at three (3), equally SBS-AA, SBS-TA or SBS-AA,SBS- -75.0 plywood combination Attach ed Elastobase, Elastobase P oRound OMG Flat Bottom Plate (Attutrac) with Roofgrip #14 OM h Ro spaced, staggered center rows APP-TA TA, APP-TA or Trufast 3" Metal Insulation Plate with Trufast HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast One Prelim. OMG Round Metal Plate with HD, 10-Inch o.c. at min. 4-Inch lap and W 62 plywood plywood ,more layers, any Attached Polyglass APP Base h RO OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 OM o 10-Inch o.c. at three (3), equally (Optional) APP-TA APP-TA -75.0 combination combination orTrufast 3" Metal Insulation Plate with Trufast HD. spaced, staggered center rows Trufast Versa Fasteners (min.'b" penetration) & SBS-SA, APP- Min.15ed Ones, Plates; 2 screws per plate installed 180°Into the 9-inch o.c. at min. 2-inch lap and BP -AA, SBS-AA, SA, SBS-AA, OSch APA rated O5B any layers, any Loose -laid Elastobase, Elastobase P holes of the plate, parallel to the width -direction 12-inch o.c. at two (2), equally SBS-TA, APP-TA SBS-TA,APP- -90.0 W-63 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 159lbf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilised to produce minimum withdrawal resistance 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-R21 for FL1654-RZ3 Revision 21: 10/08/2018 Appendix 1, Page 15 of 65