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Home My WebLink AboutPRODUCT APPROVALI a'q Cy�`''��'y4 zf Beis Home Login eaar RegBVarc' Hot Tapks s"ar"ssutrmmge//" 55o"'a Fads Pu�bllea�[pNns Contactus acts SIM'FFdp finksseaicF. -d [1tU ep °. PER: Pca"Approval_- usER: Popgc ever _�T�^ I E ( OP lV- - EM911 Aoarovat1enc> AP=u er ApntlCat_ Mho A,_np_typtipn >Ap➢IIcation Detail - FL t Application Type Code Version ApplicationStatus Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE OONIRACTOR OR RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative. Address/Phone/Email Category Subcategory Compliance Method F1.1654-112 ��py1��'Id 2 Revision 111111 ":4 _1n .. p ST. LUCIE COUNTY Apr BUILDING Approved REVIEWED FQR-COMPLIANr-rr VUMNZ) A IVU PLRMIT MUST BE SITE OR NO INSPECTION(S) 1 POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Maury Alpert malpert@polyglass.com S�PNNE� Y gt. LuB GountY Maury Alpert 1111. W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429.8 APLANS AND ALL PROPOSED WORK MAipert@ppl 1 CC BJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT tiMAY BE NECESSARY IN ORDER TO CO,VPL.Y VATH ALL APPLICABLE CODES, Roofing Modified Bitumen Roof System Evaluation Reportfrom a Florida Registered Architect. or 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 QuaBry Assurance:Contract Expiration Date 09/13/2021 Validated By .John W. Knezevich, PE r Validation Checklist - Hardwpy Received CertificateofIndependence Referenced Standard and. Year (of Standard) f�4G • 1 1 • k ..._.. Standard iCRL ASTM 06162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 20,11 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 Method 1 Option D 10/08/2018 10/13/2018 10/21/2018 12/11/2018 FL # ; Model, Number or Name . Description - 1654.1 EI Polyglass SBS and. APP Modified SBS and APP modifiedbitumen roof systems E 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. Installation Instructions F11654 R23 jj �Q18 1D FN1Af AL FR POIYGLASF MODB[T R1654 R�124i ( Verified By: Robert Nieminen PE-59166. Created by Independent Third Party: Yes Evaluation Reports FL1654 R23 AE_2,018 1.0 _FINAL. F_R POUrGLASS MODBIT F11654- f5npdf Created by Independent Third Party: Yes Wom Ca+SeR Uz 260181n11 STO+ Road Tallahassee2 )2399F 11651-487d92< Tine SOW of Flonde rs an AJEFD .,yg r Sm-me, q; pme�•Ib:p[y 8ratement 4' R¢5nd Statement Honda Ia., email addresses. are p,,blk r dtds. If yob do not want Ycw e-mail address released In M1SPdMQ t0 a public-racards readesst, do not send ele ' `-•` _ + �`•�� '�• -' ��' miStPmvmo Me uennMia r nm an emaN address It May have OM. Pre u oMeial commun?caGon witNihe Uommee. However email addresses are public eemrd. If y do not.10. to supply a personal address, WithdRemad address Wfi,d�ranbe mado avitivhlw Ya ihw nnbltrTn nnroim:..nw�n..�.a:.i.-m....... ....n,.. rw_...... nee m _e_�.. -rc-.. Product Approval Accepter rm 91 19-OR CYO Im Credit Card Sate NEMO etc. APPENDIX 1: TABLE ATTACHMENT REQUIREMENTS ,. WIND DECK UPLIFT RESISTANCE APPLICATION TYPE. DESCRIPTION' ` gL, PAGE 1A 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, Bonded Roof Cover 30-11 ID Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 SE Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 IF 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, Banded 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 Banded 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 5B 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 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, Banded 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 forthe following deck engagement: ➢ Wood: Minimum 0.75-Inch penetration. ➢ Steel: Minimum 0.75-Inch penetration and engage the tap 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 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: M/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 65 I NEMO l etc. 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 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). 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. 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. D Millennium PG-1 Pump Grade Adhesive (M-PGS): 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: OlyBond Green maybe used where. Olysond 500 is: referenced. ➢ 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 [overboard are Installed in ribbon -applied adhesive, boardjaints 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 MCP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system In thetables, then the thinner board listed below maybe 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) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3) - ➢ OMG OlyBond 500 (013500): MDP -187.5 psi (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(013500): 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 4ft. 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 AN51/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. Forfully 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 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 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 2 of 65 0i NEW 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'speclflc deck construction and limitations. Unless otherwise noted, for systems where specific LWC Is not referenced, the minimum design mlx 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 C350), 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. ROOF 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, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Asphalt -Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Ibs/sguare Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CAS Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 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 One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 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, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 SBS-AA (585, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type It, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Hot Asphalt at 20-40 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 650 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, 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 Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates for SOS -SA are limited to the SBS-SA Base Ply options herein, Elastobase (poly/sand) or Elastobase (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 APP Base, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA Note. Unless otherwisenoted,permissible membrane substratesforAPP-SA are Bmitedtu the SBS-SA Base Ply options herein, Self -Adhering (APP, Self -Adhering) Elastobase (poly/sand) or Elastobase (poly/poly). NEMO ETC, LLC Evaluation Report P9290.02.08-1121 for FL1654.RZ3 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 3 of 55 i 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. applies: i NEW I etc. The lesser of the MOP listings below vs. those in Table 3A OPTION ItPRIMER . VAPOR BARRIER OPTIONS; STRUCTURALCONCRETE DECK; ADHERED VAPOR BARRIER I NSUI.ATION PER TABLE 3A INSULATION ADHESIVE' j•, MOP(PSF) TYPE ATTACH VB-1. PGSOO Elastoflex SA V PIus 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 SA P Self -Adhering Insta-Stik, 12-inch D.C. -75.0 VB-4. PG100 Elastoflex SAP Self -Adhering Millennium One Step Foamable Adhesive,12-Inch o.c. -157.5 VB-S. PG100 Elastoflex SA P Self -Adhering CR-20,12-Inch o.c. -270.0 VB-6. PG10D Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA Plus FR Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch D.C. -290.0 17. The fallowing 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 M. 'r Surfacing`. -. Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Nan-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-S. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70OS (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 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 QS 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 19. "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 6TM 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 INEMO I etc. TABLEII: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: .BONDED ROOF . System Deck (Note 1) Primer ... Roof Cotner (Note 15) .�.: MDP (Psft. - Joint Treatment base Ply I Ply° CaP 41Y No. .. W-170 MIn. 15/32- None None SBS-SA (Optional)SBS-SA, SEES- SBS-SA, APP-SA, SBS- -g0.0 inch plywood TA, APP-TA TA, APP-TAI W-171 Min. IS/32- inch plywood (Optional) PG100 None Pol Y flex SA Base (Optional) APP-TA APP-TA I -90.0 W172 Min. 15/32- P6100 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA ,APPSA,SBS_ -97.5 Inch plywood i TA, APP-TA TA, AP;- I W-173 Min. 15/32- (Optional) PG100 Plywood joints are covered with-4-Inch wide strips of Elastoflex SA V Plus, rolled into Elastoflex SA V Base or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SB5- inch plywood ' place to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA, APP-TAI -97.5 W-174 Min. 15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, AP ISA, SBS- -105.0 Inch plywood TA, APP-TA TA, APP-TA W-175 Min. 15/32- (Optional) PG100 Plywoodjoints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- Inch plywood place to create continuous bond. Elastoflex SA V s FR Plus TA, APP-TA TAB APP-TA i -135.0 W-176 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into Polyflez SA Base (Optional)APP-TA APP-TA -135.0 inch plywood place to create continuous bond. NEMO ETC, LLC Certificate of Authorization 432455 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 FL3654-R23 Revision 21: 10/08/2018 Appendix 1, Page 26 of 65