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Home My WebLink AboutPRODUCT APPROVALFforida,�uilding Code Onlin '� . Page 1 of 2 FILEM s 1 1. 1- i ef$ fig BCIS Home I Log In i User Registration i Hot Topics I Submit surcharge Stats & Farts I Publications I FBC Staff I acts site Map I Links ; Search i bFl r -. it Product Approval }4 e y4,�Yi� USER: Public User L�-S.>o-eJn'gv Product Approval Heru> Produrt or Aoolicabon search > Aoppcation Ust> 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) FL1654-R2F Revision 2014 Approved G POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com James Akins jakin@polyglass.com SCANNED BY St. Lucie County THESE PLANS AND ALL PROPOSED WO%''( ARE SUBJECT TO ANY CORRECTIONS ' RLGUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO C0I aPLYWITH ALL APr UCAME CMES, Maury Alpert lilt W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Roofing Modified Bitumen Roof System COOLED FASTWO OnArrACHmirs ARE TOE RESPQNSIBM OF THE 0QNNiA=0FRECORD ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE/ DATE MUST -BE KEPT ON'JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE W Validation Checklist - Hardcopy Received FL1654 R21 COI 2017 01 COT Nieminen.odf Standard year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 - 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 http://v, ww.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgvgqu2wb/D2bnF... 8/21/2017 Florida building Code Onlin Page 2 of 2 UL 1897 2008 Equivalence of Product Standards Certified By Sections from the Code THESE PLA-NS AND ALL PROPOSCO VdcRK ARE SUBJECT TO ANY COPRECi7CN5 `�OUIRED Product Approval Method Method 1 option D BY FIELD INSPECTORS THAT Date Submitted 06/01/2017 fill -AY BE IiecESSARY IN OPtDC-rfq TO Date Validated 06/08/2017 CO"41V WITH ALL APPLICABLE CODES. Date Pending FBC Approval 06/14/2017 Date Approved 08/08/2017 Summary of Products F. 1 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R21 11 2017 05 FINAL Al ER POLYGLASS MODBIi FL16 4- R21.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular assembly FL1654 R21 AF 2017 05 FINAL FR POLYGLASS MODBIT FL1654- R221 od over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to. ER, Created by Independent Third Party: Yes Section 5 for other Limits of Use. Back F.amr Conrad Us :: 2601 Blair Stone Road, Tallahassee Fl, 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employe, Copyright 2007-2013 state of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public reports. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Stau tea, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The malls provided may be used for official communication with the licensee. However 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: MIT99 ® 99 I Credit Card Safe 9 y t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wd/b2bnF... 8/21 /2017 r Wi.J. I0, tf�� 4 f. V I KININ I ERD Table Deck Application Type Description Page _ SA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 113-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1B-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 30-11 IC Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover - 11 12-13 3E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1F-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover I6-18 1F-2 Wood New, Reroof (Tear-Offl or Recover E Non -Insulated. Mech. Attached Base Sheet (screws & Dlatesl. Bonded Roof Cover 19-21 1G Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 21 2A Steel cr5tructural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24- 2B Steel or5tructural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or5tructural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation,Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Structural concrete New or Reroof (Tear -Off) A-1 Banded Insulation, Bonded Roof Cover 32-39 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 39 4A LWIC New or Reroof (Tear-Off1 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 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 46 5B 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 50 CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 48 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 48 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 49-51 6B Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 51 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 52 6D Gypsum 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 53-56 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 56 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. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. D Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of po lyisccya nu rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the OA requirements of F.A.C. Rule 63G20-3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLG d/b/a Trinity I ERD Evaluation Report P9290.02.08-R19 for FL3654-RZ1 Certificate of Authorization d9503 FBC NON.HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass USA, Inc.; (570) 384-1230 Appendix 1, Page 1 of 56 `,.l I KINITY ERD 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 a 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. 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 manufacturers published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 lbs/square. ➢Dow lnsta-Stik Roofing 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-PG3): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c. (PaceCart or SpotShot). Note. OlyBond Green maybe used where O1yBond500 is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch ox. ➢ Note: When multiple layers(s) of insulation and/or caverboord are installed in ribbon -applied adhesive, board joints shall be staggered. D 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 polyisocyanurate 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 MOP 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: D Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 0.5-inch thick) ➢Millennium PG-1 Pump Grade Adhesive(M-PGS): MDP -157.5-psf (Min. 0.5-Inch thick) ➢ OMG OlyBond 500 (OB500): MDP -87.5 psf (Min. 0.5-inch thick Multi -Max FA-3) � � ➢ OMG OlyBond 500 (0B500): MDP -315.0 psf (Min. 0.5-inch thick ISO ENRGY ) E CLAwy ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) D ICP Adhesives &Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)16 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. S. 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 WD-1, FM Loss Prevention Data Sheet 1-29, RAS 117 and 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. 9. For fully bonded assemblies, the maximum design pressure forthe selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. J 10. 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 AN51/SPRI FX-1 or TAS 105. 11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and 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 AN51/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or TA5124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report P9290.02.08-1139 for FL3654-R21 Certificate of Authorization h9503 FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass USA, Inc.; (570) 384-1z3D Appendix 1, Page 2 of 56 -JTRINITYI ERD 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE I: POLVGLASS ROOF COVERS Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM.D4601, Type II Hot Asphalt at 20-40 (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass PI IV, Polyglass Ply VI, FBC Approved ASTM D2178, Tye IV or VI Applied) Note: Asphalt -applied sheets or insulation shal/notbe applied to poly -film surfaced membranes. Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type It, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CA1 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield T5-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 56 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 56, Elastoflex 56 Type II, Polyglass HT Base 650 SBS-AA (SBS, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex 56 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 beapplied to poi-flm surfaced membranes. Base Ply or Ply or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base 6 SBS-TA 0 (SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex 56 G, Elastoflex S6 G FRI, Elastoshield TS-G, Torch -Applied Cap Ply 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 (SBS, Self -Adhering) Unless otherwise noted, permissible membrane substratesfor SBS-SA are limited to the SUS -SA Base Ply options herein, -Adhering Note: 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 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 (APP, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase 1poly/sand) or Elastobase /poly/poly). 15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance, associated with coating usage. Y PG200 Non Fibered Roof Coating; Y PG300 Fibered Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating; Y PG650 Fibered Aluminum Roof Coating; ➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; Y' PG700QS(Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule -surfaced APP or SBS only); Y PG800 Asphalt Emulsion RoofCoating; Y Palyplus 60 Premium Nan-Fibered Aluminum Roof Coating; Y Poiyplus 65 Premium Fibered Aluminum Roof Coating; • Polybrite 70 Premium Grade Elastomeric Roof Coaling or KM Acryl 15; Y Polybrite 70QS(Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-Q5(for granule -surfaced APP or SBS only); Y Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design; I.I.C. d/b/a Trinity I ERD Certificate of Authorization A9503 FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Polyglass USA, Inc.; (570) 384-1230 Refer to current Roofing Materials Directory for fire ratings 114� � O64NR ...•, l Evaluation Report P9290.02.08-R19 for FL3654-R21 Revision 19: 05/30/2017 Appendix 1, Page 3 of 56 \JTRINITY ERD 16. Dens Deck shall he field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 17. 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: VAPORBARRIEROPTIONS;STRUCTURALCONCRETEDE Kf ANNEREDINSIIIATIONPERTA8U3A Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. P6100 Elastoflex SAV 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 SAP Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self -Adhering CR-20, 12-inch mc. -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 Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0 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. W Zml IV 1 � Exterior Research and Design, U.C. d/b/a TrinitylERD Evaluation Report P9290.02.08-1319 for FL1654-R21 Certificate of Authorization #9503 - FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass USA, Inc.; (570) 384-1230 Appendix 1, Page 4 of 56 �, �TRINITYJERD TABLE: IF-2:, WOOD DECKS-, NEW CONSTRUCTION, REROOF(TEAR�-OFF) OR: RECOVER" — 4 SYSTEM TYPE E; NON -INSULATED, MECHANICALLYATTACHED:BASE SHEET (SCREWS &PLaTrs),BONDED ROOF COVER !:�.^" ' - •- `' System Deck (Note 1) Base Sheet Roof Cover (Note .14) MOP No. Type Fasten Attach Base Ph/ Cap (ps SELF-AuHERiNG BASE PLY: W-136 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 014 12-inch o.c. in 4-inch lap and 12-inch o.c in two SBS-SA, APP-SA, SBS_ Inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows SBS-SA TA APPTA -52.5- W-137 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 014 12-inch o.c. in4-inch lap and 12-inch o.c in two inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows Polyflex SA Base APP-TA -52.5• W-138 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip 412 12-inch o.c. in 4-inch lap and 12-inch C.C. in two SBS-SA SBS-SA, APP-SA, SBS- -60.0• inch plywood .(poly -film top) (2), equally spaced, staggered center rows TA, APP-TA W-139 Min. 19/32- iElastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip q12 12-Inch o.c. in 4-inch lap and 12-Inch o.c. in two poly0ez SA Base APP-TA -60.0' inch plywood ',(poly -film top) (2), equally spaced, staggered center rows .: TABLEIG; WOOD DECKS -NEW CONSTRUCTION OR REROOF,(TEAR-OFF) - ' SYSTEM TYPE F:NON-INSULATED, BONDED ROOF COVER System Deck (Note 1) Primer Roof Cover (Note 141 MOP (psQ Joint Treatment Base Ply Ply Cap Ply No. W-140 Min. 15/32- None None SBS-SA (Optional) SBS-SA,SBS- SBS- TAS-ASAPTPAP-SA,5B5- -90.0 inch plywood Min. 15/32- W-141 inch plywood (Optional)PG100 None PolyFlez SA Base (Optional)APP-TA APP-TA -90.0 W 142 Min. 15/32- pG100 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- -97.S Inch plywood TA, APP-TA TA, APP-TA W-143 Min. 15/32- (Optional) PGI00 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, SBS- inch plywood place to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA, APP-TA -97'S W 144 Min. 15/32- WB-3000 None SBS-SA (Optional) SBS-SA, APP-SA, SBS- -105.0 inch plywood TA, APP-TA W,15 Min. 15/32- jDptional)PGI00 Plywood joints 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- inchplywood place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA -135.0 W-146 Min. I5/32- (Optional)PGS00 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into Polyflex SA Base (Optional) APP-TA APP-TA -135.0 Inch plywood place to create continuous bond. - s,✓A ,�s a -'r�, N Exterior Research and Design, ULC. d/b/a Trinity) ERD Evaluation Report P9290.02.08-1119 for F1.3654-1121 Certificate of Authorization 49503 FBC NON-HVHZ EVALUATION Revision 19: 05/30/2017 Prepared by: Robert Nieminen, PE-59166 PoWlass USA, Inc; (570) 384-2230 Appendix 1, Page 21 of 56 kyle � �S (oacb A(A jeyu5 t MEASUREMENTS 4 SQUARES Actual Squares: 124.32 Sqs. Total Squares (Inc. Waste at 2 %): 126.81 Sqs. PITCH MEASUREMENTS Pitch 0/12: 42.00 Sqs. Pitch 6/12: 82.32 Sqs. y/ LINE MEASUREMENTS Eaves: Rakes: Ridges: Hips: Valleys: Step: Wall: Pitch Change: a� CATEGORY MEASUREMENTS Ice & Water Shield: Ridge Vent: Rake Edge: Eave Edge: Step Flashing: Apron Flashing: Gutters: Gutter Toppers: Down Spouts: 555 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 230 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 0 Ft. 1Him .. 61