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Home My WebLink AboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMBuilding Code Online Page 1 of 2 *R <� _m .w�.:� =oepa;rt: �ecrvriaerf{ csPN;9i�isiabs' �o}rt4aYv761� Product Approval ,USER: Public User Product Approval Menu > Product or Aopl(cation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) FL16717-RS Revision 2017 Approved n POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@polyglass.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MA[pert@polyglass.com Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Modified Bitumen Roof System lbo e, -CP ST. LUCIE COON BUILDING DIVISION REVIEWED FOR COMPLI C REVIEWED ¢Y DATE S(7 PLANS AND P RMIT MUST BE KEPT N JOB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SU@JECT TO AWI CORRECTION3 REQUIRED W1 RU INeFECTORS THAT WY 5E NECESURY IN ORDER TO COMPLY Wrm ALL APPLICkmE CODES. CONCEALED FASTENERS OR ATTACNYENTS ARE THE RESPONS&P OF THE CONTRACTOR OF RECORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE ❑./ Validation Checklist - Hardcopy Received FL16717 R5 COI 2017 01 COI Nieminen;pdf Standard Year ASTM D2178 2004 ASTM D4601 2012 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 TAS 110 20 TAS 114 FILE 2 1 j OPY ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu8 obl%2flZm6... 8/7/2018 lorida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Method 1 Option D 09/14/2017 09/15/2017 09/18/2017 12/12/2017 FL # Model, Number or Name Description 16717.1 Polyglass SBS and APP Modified bitumen roof systems Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1_6717 R5 II 2017 09 FINAL Al ER POLYGLASS MODBIT HVHZ FL16717- R5TDdf Approved for use outside HVHZ: No 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 Evaluation Reports application pertains to one system. Refer FL16717 R5 AE 2017 09 FINAL ER POLYGLASS MODBIT HVHZ FL16717- R5.odf to ER Appendix for all systems and maximum design pressures. 2.) Refer to Created by Independent Third Party: Yes ER Section 5 for Limits of Use. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If 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 if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® =® eChFc M Credit Card Safe ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu8obl%2flZm6... 8/7/2018 TRINITY ( ERD APPENDIX 1: ATTACHMENT REQUIREMENTSfOB WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-9 18 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 30-11 1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 13-14 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet,.Bonded Roof Cover 15-16 1F V11ood (New oCReroof'{Teas Off)} (5j (Non -Insulated NlecR-Afta—cd`Base SF —et ; Bonded Roof Coveri 17-19 SG Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-22 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 23-24 213 Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-27 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 28-30 3A Structural Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31-39 3B Structural Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 39 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40-41 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover, 42 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 43-45 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 46 513 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 47 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 48 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 48 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 48 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 49-51 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 52 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 53-57 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 57 V TRINITY JERD The following notes apply to the systems outlined herein: 1. The evaluqtion herein pertains to above -deck roof components; deck -attachment details noted below pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authoritv Havine Jurisdiction. POLYiSLASS AS=TESTED DECK ATTACHMENT DETAILS; TAS 114; APPENDIX) Type Tested Span (ft o.c.) Tested Fastening Tested Fastener Spacing (inch o.c.) Highest As -Tested Allowable Pressure (psf) 15/32-inch plywood 2 8d ring shank nails 6 -75.0 15/32-inch plywood 2 #10 wood screws 6 -90.0 15/32-inch plywood 2 #10 wood screws 4 -120.0 19/32-inch plywood 2 8d ring shank nails 6 -60.0 19/32-inch plywood 2 #10 wood screws 6 -112.5 22 ga., Type B, Grade 33 steel 6 Tek/5 screws 6 -112.5 22 ga., Type B, Grade 40 steel 6 5/8" puddle welds 6 -97.5 22 ga., Type B, Grade 40 steel 6 Traxx/5 screws with W washers 6 -135.0 22 ga., Type B, Grade 80 steel 6 Tek/5 screws 6 -82.5 2. Fasteners shall be of sufficient length for the following engagements: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1.25-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, cement -based roof board, gypsum -based roof board, mineral -wool, perlite or wood fiberboard that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. S. Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. ➢ 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 (08500): 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 Adhesives 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. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59165 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, PagQ 2 of 57 -,�TRINITYJERD Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanu 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) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): 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 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) ➢ OMG OlyBond 500 (08500): 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 II) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch thick) S. Bonded polyisocya n u rate insulation boards shall be maximum 4 x 4 ft. 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted/or systems marked with an asterisk*. 10. For assemblies marked with an asterisk', the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing— prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 12. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 Testing Application Standard TAS 124. 13. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type D, the insulation is optional. 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 NOA or HVHZ Product Approval for specific deck construction and limitations. 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. 15. Unless otherwise noted, refer to the following references for bonded base. Dlv or caD sheet aoDlications. POLYGLASS RooiitOVERS' 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, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Ibs/square Applied) PP )PP Note: Asphalt -applied sheets orinsulation shall not be applied topoly-film su aced membranes. d Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650 SBS-CAS Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield PG350 a 1.5-2.0 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 S6, Elastoflex S6 Type II 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 al squa a at 1.5 2.0 gal/square gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6r" EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 3 of 57 „l TRINITY I ERD :. OLYGLASs ROOF COVERS (CONTINUED) Reference Layer Material Application 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 56 Type II, Polyglass HT Base 650 SBS-AA Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Ibs/square Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply One 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-G, Torch -Applied Elastoshield TS-G FR, Polyfresko G SBS yf (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 SAP, Elastoflex SAP FR, Polyreflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase of sand or Elastobase of of (P Y/ ) (P Y/P Y)• APP-CA1 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 APP-SA Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substrates forAPP-SAare limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). 16. Any of the following FBC HVHZ Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating; ➢ PG300 Fibered Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating; ➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; ➢ PG700QS (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); ➢ PG800 Asphalt Emulsion Roof Coating; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating; ➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; ➢ Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only); ➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6T” EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 57 �I TRINITY I ERD 18. 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 MDP listings below vs. those in Table 3A applies: -,VAPOR$ARRIER OPTIONS, STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P 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 o.c. -157.5 VB-5. PG100 Elastoflex SA P Self -Adhering CR-20, 12-inch o.c. -270.0 VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FR Base, 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 o.c. -290.0 19. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC (HVHZ)1620 and RAS 128 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 5 of 57 - V�TRINIWJ ERD TABLE iF: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER System 1) Base Sheet Roof Cover (Note 15) MOP No. Deck (Note Type Fasten Attach Base Ply Cap Ply (psf) W 80 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -45.0' inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SB5-TA, APP TA W 81 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -52.5 inch plywood (2), equally spaced, staggered center rows TA, APP TA AA, SBS-TA, APP TA Elastobase, Elastobase P, Polyglass W-82' Min. 19/32- G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-inch lap and 8-inch o.c. in three BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- inch plywood 28, Tamko Glass Base or GAFGLAS ring shank nails (3), equally spaced, staggered center rows TA, APP-TA AA, SBS TA, APP TA -60.0 #75 W 83 Min. 15/32- Polyglass G2 Base, Elastobase, 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-inch lap and 8-inch o.c. in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- inch plywood Elastobase P ring shank nails (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA -67.5 W 84 Min. 15/32- Polyglass APP Base yg 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-inch lap and 8-inch o.c. in four APP iA APP-TA 67.5 inch plywood ring shank nails (4), equally spaced, staggered center rows W 85 Min. Polyglass G2 Base, Elastobase, Simplex MAXX Cap 10-inch o.c. in 4-inch lap and 10-inch o.c. in three (3), equally spaced, staggered center BP -AA, SBS-AA, SBS- SBS- SBS -75.0 inch plywood _ plywood Elastobase P TA, APP-TA AA,SBS TA, AP, AA, SBS-TA APP TA rows Min 15732 (10-Tncff c. in flinch a(' p and10--inc>�inl W-86: I — — inchpl ood PolIassAPP Base �—yg Im MADO Ca ES- P �P tree 3 e u'all`s ace3, spa ere cd enteri )w � _L P _gg ?APP TA (APP=TAi -75:0 rows (t W 87 Min. 15/32- Polyglass G2 Base, Elastobase, Simplex MAXX Cap 9-inch o.c. in 4-inch lap and 9-inch o.c. in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -g0.0 inch plywood Elastobase P (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W 88 Min. 15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c. in 4-inch lap and 9-inch o.c. in four APP-TA APP TA -90.0 inch plywood (4), equally spaced, staggered center rows W 89 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- 90 0 inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP TA W 90 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- inch plywood (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA Min. 19/32- Elastobase, Elastobase P 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 6-inch o.c. in 4-inch lap and 6-inch o.c. in four BP -AA, SBS-AA, SB5- SBS-SA, APP-SA, SBS- inch plywood p y ring shank nails (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA 112.5 SELF -ADHERING BASE PLY: _ W 92 Min. 19/32- Elastobase, Elastobase P (poly -film 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-inch lap and 8-inch o.c. in three SBS-SA, APP-SA, SBS- inch plywood top) ring shank nails (3), equally spaced, staggered center rows SBS-SA TA, APP-TA -60.0 W 93 Min. 19/32- Elastobase, Elastobase P (poly -film 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-inch lap and 8-inch o.c. in three inch plywood top) ring shank nails (3), equally spaced, staggered center rows Polyflex SA Base APP-TA -60.0 W 94' Min. 19/32- Elastobase, Elastobase P (poly -film 32 ga., 1-S/8-inch diameter tin caps with 11 ga. annular 4-inch o.c. in 4-inch lap and 4-inch o.c. in four SBS-SA, APP-SA, SBS- inch plywood top) ring shank nails. (4), equally spaced, staggered center rows SBS-SA TA, APP-TA 97.5 W 95 Min. 19/32- Elastobase, Elastobase P (poly -film 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular I 4-inch o.c. in 4-inch lap and 4-inch o.c. in four inch plywood top) ring shank nails. (4), equally spaced, staggered center rows Polyflex SA Base APP-TA -97.5 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P40690.12.13-1-R6 for FL16717-RS Certificate of Authorization #9503 6TH EDITION (2017) FBC HVHZ EVALUATION Revision 6: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 18 of 57