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Home My WebLink AboutPRODUCT APPROVAL - MODIFIED BITUMEN�i ,�� "� '� :�"�.a �� w�� a�`^,�a,=�"�•v�, �'; �-��'a,1t A' �, '�ti v 4��, 'ti r iiX'X� cl�.,.. ,ABtYfli'BBiRi ;4�F&t119�1ffi _ " ,:CfY3JX��?�,�8„ '; BaS Horne Log In User Registration Hot Topics Subrnit Surcharge Stats Facts Publications Contact Us BOS Site Map Unks Search isProd ' uct Approval USER: Public User Product Avroval Menu > Product or Applicabon Search > Application Li > Application Detail FL It 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL1654-R23 Revision 2017 Pending FBC Approval POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1330 Ext242 malpert@polydiass.com Maury Alpert malpert@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 ,(912)429-8610 MAlpert@polyglass.com Roofing Modified Bitumen Roof System SCANNED BY St Lucie County RECEIVED NOV 0 2 ?0'18 ST. Lucie County, Permitting Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 09/13/2021 'John W. Knezevich, PE Validation Checklist - Hardcopy Received FL1654 R23 COI 2018 01 COI NIEMINEN odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL 1897 2012 Equivalence of Product Standards Certified By Wivin I atr APPENDIX 1: ATTACHMENT RLQUIRErviENTS FOR WIND UPLIFT RESISTANCE TABLE DECK' APPLICATION TYPE DESCRIPTION' PAGE 3A Wood New or Reroof (Tear -Off) A-1 Bonded 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 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 15-17 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 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 28 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 48 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 Cementitlous wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 54 5B Cementitlous wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 5C Cementitlous wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation,_ Bonded Roof Cover 56 5D Cementitious wood fiber 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 68 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 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: Y 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-R23 Certificate of Authorization #32455 67" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyslass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 65 �j a, 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 QA 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. 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 areas 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. i- 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-PG1): 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,l2-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 gai/square. ➢ ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. ➢ Note: When multiple layers(s) ofinsulation and/or coverboard are Installed In ribbon -applied adhesive, boardJolnts 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. Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyan u rate 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 MDP 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-PGi): MDP -157.5 psf (Min. 0.5-Inch thick) ➢ 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 (OB5D0): 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 WD1, 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 TAS 105. 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 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 6"' EDITION (2017) FBC NON-HVHZ EVALUATION Polygless Modified Bitumen Roof Systems; (954) 233.1330 Evaluation Report P9290.02.08-R21 for F11654-R23 Revision 2 1: 10/08/2018 Appendix 1, Page 2 of 65 �.� NEMO I etc. 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 hor,riorl h..e .,i.,,..,..... _L.__. ___"__. __ _ REFERENCE` BP -AA (Base and Ply sheets, Asphalt -Applied) SBS-CA1 SBS-CA2 SBS-AA (SBS, Asphalt -Applied) SBS-TA (SBS, Torch -Applied) SBS-SA- (SBS, Self -Adhering) APP-CA3 APP-TA (APP, Torch -Applied) APP-SA (APP, Self -Adhering) _ Base PIv Ply Note: One or more plies Polyglass 62 Base, FBC Approved ASTM D4601, Type 11 One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Asphalt -applied sheets or Insulation shall not be a fled to poly- Im su ced membranes. One ply Elastobase sand/sand , Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed) One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11 Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR, Polyfresko G SBS sand -backed), Polyfresko G SBS FR (sand -backed) One or more piles Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 T e II, Polyglass HT Base 650 APPLICATION . Hot Asphalt at 20-40 Ibs/square Base Ply Cap Ply Base Ply Cap Ply PG350 at 1.5-2.0 gal/square Polyplus 35 at 1.5-2.0 gal/square Base Ply or Ply Hot Asphalt at 20-40 Ibs/square Torch -Applied Cap Fly Note: Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6,Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-6, Elastoshleld TS-G FR, Polvfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed). Asphalt -applied sheets or insulation shall not be a lied to of - Im su aced membranes. One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650 Base Ply or Ply Cap Ply Base Ply Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshleld TS- G, Elastoshleld TS-G FR, Polyfresko G SBS poly -film backed), Polyfresko G SBS FR (poly -film backed) One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Pius, Elastoflex SA V Plus FR Elastoflex SA P, Elastoflex SA P FR, Polyreflect Self -Adhering Note: Unless otherwise noted, permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase of /sand orElostobase oly/ ply), Polyflex G FR One or more piles Polyglass APP Base, Polyflex, Pol bond Cap Ply PG350 at 1.5-2.0 gal/square 3ase Ply or Ply Cap Ply Cap Ply Pol lex, Polyflex G, Polyflex G FR, Pol bond, Pol bond G, Polyfresko G, Polyfresko G FR Polyflex $A P, Polyflex SA P FR, Polvfresko G SA, Polykool Torch -Applied Self -Adhering Note: ' Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Elostobase (poly/sand) or Elastobase inolu/eoivi- NEMO ETC, LLC Certificate of Authorization #32455 Tx EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P9290.02.08-R21 for FL3654-R23 6 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) Z33-1330 Revision 21: 30/08/2018 Appendix 1, Page 3 of 65. �-� MEMO I etc. 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser ofthe MDP listings below vs. those in Table 3A applies: OPTION - PRIMER VAPOR:BARRIER- # TYPE , ATTACH VB-1. PG100 Elastoflex SA V Plus Self -Adhering PG100 Polyglass APP Base Torch -applied PG100 Elastoflex SA P Self -Adhering VB-4. PG100 Elastoflex SAP Self -Adhering VB-S. PG100 Elastoflex SA P Self -Adhering VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering 17. The following surfacing maybe applied to the Can Plv without ads- of .,,* ,.. t- -..-. INSULATION ADHESIVE MDP{PSF) Inta-Stik or CR-20,12-Inch o.c. -60.0 Inta-Stik or CR-20,12-Inch o.c. -75.0 Insta-Stik,12-inch o.c. -75.0 Millennium One Step Foamable Adhesive,12-Inch o.c. CR-20,12-inch o.c. -157.5 -270.0 Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20,12-Inch o.c. -290.0 Refer to current Fiorlda Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Director for fire rating associated with coating usage. SURF-1. g PG300 Fibered Roof CoatingFL10291 Florida.Product A ro4dh'." `. SURF-2, PG600 Non-Fibered Aluminum Roof Coating ' SURF-3. PG650 Fibered Aluminum Roof CoatingFL10291 FL10291 SURF-4. PG700 High QualityElastomeric Roof Coating SURF-S. PG700QS (Quick Set) High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof CoatingFL10291 FL10291 SURF-7. Poly lus 60 Premium Non-Fibered Aluminum Roof Coating SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Poll brite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS (Quick Set) Rremlum Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Poll brite 95 Silicone Roof Coating FL10291 SURF-14. KM Ac 115 FL10291 SURF-15. KM Ac 115 CISFL27409 FL27409 SURF-16. KM Ac 125 SURF-17. KM Acryl 25 CIS FL27409 FL27409 SURF-18. KM Ac l 40 HS SURF-19. KM Acryl 85 FL27409 SURF-20. KM PS#250 FL27409 SURF-H. KM PS#220 FL27409 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 Certificate of Authorization #32455 6 Tx EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P9290.02.08-R21 for FL3654-R23 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21:10/08/2018 Appendix 1, Page 4 of 65 t No. Dee' (Notd 11 W-95 Min.15/32- Inch plywood W-96 Min.15/32- Inch plywood W-97 Min.15/32- ch plywood ijl.n.P19/32_ ch plywood in.15/32- plywood n.19/32- h lywood n.19/32- h plywood W-102 MIn.15/32- Inch plywooc IZ.15/32- W-103 Inch APA rated OSB MIn.15/32- W-104 inch APA rated OSS W-105fMlS/32_15/32- lywood W-10615/32- lywood W-107lywood W-108 I Min.19/3 2- inch plywood .Bela Sheet' Type .. Fasten' . Rooft Polyglass G2 Base, Elastobase, Attach Base Ply Elastobase P Simplex MAXX Cap 9-Inch o.c. at min. 4-Inch lap and 9-inch o.c, at four (4), equally spaced, staggered center rows None Polyglass APP Base Simplex MAXX Cap 9-inch o.c. at min. 4-Inch lap and 9-Inch o.c. at four (4), equally spaced, staggered center rows None Elastobase, Elastobase P Simplex MAXX Cap 6-Inch o.c. at min. 2-Inch lap and 6-inch o.c. at Elastobase, Elastobase P (poly-fllm 32 ga., 1-5/8-inch diameter tin caps with 11 annular two (2), equally spaced, staggered center rows None top) ga. ring shank nails. 4-inch o.c. at min. 4-Inch lap and 4-Inch o.c. at four (4), equally spaced, staggered center, rows None Elastobase, Elastobase P Simplex MAXX Cap 6-inch o.c, at min. 2-Inch lap and 6-inch o.c. at three (3), equally spaced, staggered center None rows Elastobase, Elastobase P 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 6-inch o.c. at min. 4-inch lap and 6-Inch o.c.-at ring shank nails four (4), equally spaced, staggered center rows None Elastobase, Elastobase P (poly -film 32 ga., 1-5/8-Inch diameter tin caps 11 ga. annular top) �wlth ring shank nails. Note: Tln caps are e primed with 6-Inch o.c, at min. 4-Inch lap and 6-Inch o.c. at PGI00 orASTM D41 primer. four (4), equally spaced, staggered center rows None LIEl1,Bi - .; ., .. ' Elastobase, Elastobase P Slmplex MAXX Cap 9-inch o.c. at min. 2-inch lap and 18-Inch o.c. at BP -AA, SBS-AA SBS- two (2), equally spaced, staggered center rows .TA, APP-TA Elastobase, Elastobase P 32 ga., 1-5/8-Inch diameter tin caps with 12 ga. annular ring shank nails 6-Inch o.c. at min. 3-inch lap and 6-Inch o.c. at BP -AA, SBS-AA, SOS - four (4), equally spaced, staggered center rows TA, APP-TA Polyglass APP Base Elastobase, Elastobase P Elastobase, Elastobase P POlyglass APP Base Elastobase, Elastobase P, Polyglass G2 Base, CertalnTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base or GAFGLAS #75 W-109 I Inch plywood I Ele tolbase p ass G2 Base, Elastobase, NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nleminen, PE-59166 32 ga., 1-5/8-Inch diameter tin caps with 12 ga. annular ring shank nails Simplex MAXX Cap Original Simplex Cap Nails (1-Inch metal head diameter, 11 gauge x min. 1.25-inch long annular grooved shank) Original Simplex Cap Nails (1-inch metal head diameter, 11 gauge x min.1.25-inch long annular grooved shank) 6-Inch o.c. at min. 3-Inch lap and 6-inch o.c. at four (4), equally spaced, staggered center rows 9-Inch o.c. at min. 2-Inch lap and 12-Inch o.c. at two (2), equally spaced, staggered center rows 6-inch o.c, at min. 34nch lap and 6-Inch o.c. at four (4), equally spaced, staggered center rows 6-Inch o.c. at min. 3-Inch lap and 6-Inch o.c, at four (4), equally spaced, staggered center rows 32 ga., 1-5/8-Inch diameter tin caps with li.ga. annular I 8-Inch o.c. at min. 4-Inch lap and 8-Inch o.c, at ring shank nails three (3), equally spaced, staggered center rows 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-Inch O.C. at min. 4-Inch lap and 8-Inch o.c. at ring shank nails four (4) equally spaced staggered center rows 6"' EDITION (2017) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 APP-TA BP -AA, SBS-AA, SBS- TA, APP-TA BP -AA, SBS-AA, SBS- TA, APP-TA APP-TA NEMO I etc. rer (Note 15) ;, MOP. (pBf) CaP P1Y: SBS-AA, SBS-TA, APP- TA -90.0 APP-TA SBS-AA, SBS-TA, APP- TA -90.0 -90.0 SBS-SA, APP-SA -97.5 SBS-AA, SBS-TA, APP- TA 105.0 SBS-AA, SBS-TA, APP- TA 112.5 SBS-SA, APP-SA 1 -112.5 SBS-SA, APP-SA, SBS- AA, SBS-TA, APP-TA -45.0" SBS-SA, APP-SA, SBS- AA, SBS-TA, APP-TA -45.0 APP-TA I -45.0 SBS-SA, APP-SA, SBS- AA, SBS-TA, APP TA -52.5 SBS-SA, APP-SA, SBS- AA, SBS-TA, APP-TA -52.5 APP-TA -52.5 BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- TA, APP-TA AA, SBS-TA, APP-TA 60.0 BP -AA, SBS-AA, SBS- I SBS-SA, APP-SA, SBS- TA, APP-TA AA, SBS•TA APP-TA 67.5 Evaluation Report P9290.02.08-1121 for FL1654-R23 Revision 21:10/08/2018 Appendix 1, Page 19 of 65