The URL can be used to link to this page

Home My WebLink AboutREVISIONw'� Y �CEUSEONLY: DATE FILED: - �f LUC�e Poo Jyj PERAIIT�# h1 26� REVISION FEE: �c� D '� V RECEIPT # - Z PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34962-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 6110 Deborah Way, Fort Pierce FL DETAILED DESCRIPTION OF PROJECT REVISIONS: Flat Section of roof change from Metal to Modified Bitumen CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1327208 BUSINESS NAME: Sunrise City CHDO Inc. QUALIFIERS NAME: Roderick Waller ADDRESS: 130 S Indian River Drive CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772-201-2850 OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: ZIP: 34950 FAX: 772-907-0420 NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: - ZIP: FAX: APPROVE[ 2/23/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats & Fac S Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1654-R22 Application Type Revision Code Version 2017 Application Status Approved Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1378 Ext242 alender@polyglass.com Authorized Signature Ariel Lender alender@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAIpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL1654 R22 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 ling.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdKjvCZfSdkp/o2fxn%2fYWFx5rxA%3dp/o3d Florida Building Code Online UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 2012 Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/22/2017 Date Approved 12/12/2017 FL # Model,'Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654- R22.Ddf Approved for use outside HVHZ: Yes 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 application Evaluation Reports relates to one particular assembly over concrete deck. FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654- R22.Ddf Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. Bac rNext� Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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: Credit Card Safe I� I I I l 11 II II https,://www.floridabu ild ing. org/pr/pr_app_dtl. aspx? param=wGEVXQwtDgvgqu2w%2bn Fg U Pv2pw6pKxAhdKjvCZfSdk%2fxn %2fYW Fx5rxA%3d %3d f. 2/2 ��TRINITY Table II Deck Application Type Description Page IA New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 --,-Wood 18-1 I Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 16-2 Wood New, Reroof (Tear -oft) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 30.11 IC Wood New, Reroof (Tear -Oft) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 1D I. Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 1E 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 16-18 Af-Z I Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-21 %-;a' '! Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 2931 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 32-40 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 44-46 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47 513 I CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 48 SC CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 5D j CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 6A I. Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-52 6B Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 52 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 53 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 Base Sheet, Bonded Roof Cover 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. Ijnsulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-Inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. > Structural concrete: Minimum 1-inch embedment Into pilot hole in accordance with fastener manufacturers published Installation instructions. i 3. Unless otherwise noted, insulation may be any one 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. Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report P9290.02.08-R20 for FL1654.R22 Certificate of Authorization 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 PrepaW by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384.1230 Appendix 1, Page 1 of 58 TRINITY I ERD 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 liminary 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 manufacturers 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-PGi): 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 may be used where Olyflond 500 is referenced. ➢ 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 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. 7. 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 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 forthe 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 (013500): 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 (OB500): MDP -487.5 psf (Min.0.5-inch thickACFoam 11) ➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-Inch thick) 8. Bonded polyisocyanurate Insulation boards shall be maximum 4 x4 ft. 11 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 wlth 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 ievention 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. 10for 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. F, I r 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 foof 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. 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. 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. IFor LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity] ERD Evaluation Report P9290.02.08-R20 for FL1554-RZZ Certififate of Authorization k9503 6'" EDITION (2017) FBC NON•HVHZ EVALUATION Revision 20: 09/12/2017 Prepafed by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1Z30 Appendix 1, Page 2 ofSB �I l 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications C �lTRiNIrrJER� - .... _ . -.. „TABLE k POLYGLAss ROOF COVERS- Reference Layer Material Application PP -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 02178, Type IV or VI Hot Asphalt at 20-40 Ibs/square applied) Note: Asphaltwpplied sheets or insulation shall not be applied to poly film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base 650 PG350 1.5-2.0 BS-CAI Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld 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 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, Elastoshleld TS-G, Elastoshleld at 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 j565, Asphalt -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type il, ElastoRex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Hot Asphalt at 20-00 IbsJsquare Elastoshleld 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 11, Polyglass HT Base �$B$-TA 50 (SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex S6 G FR, 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) Nate: Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply optionsherein, -Adhering Elastobase (poly/sand) or Elastobase (poly/poly). I� P -CAS Cap Ply Polyflex G FR PG350 at 1.5.2.0 gal/square I'APP-Ul N (BaSFAV.or Ply'j �oneo—�—mpmplre—sP6lyglis APP'Bas—e,Polyflez;Polybond) f[h-ilppli 1(APP,`TprcF APP ied)i (Cap PR, IPolyflei� Polyflex G Pofyflez G FR; P,iilybond Polybond-G, Polyfresko G, Polyfresko G'FR) Tot Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool IAPP-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 (poly/sand) or Elastobase (poly/poly). 16. Any of the following FBC 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. D PG200 Non Fibered Roof Coating; > PG300 Fibered Roof Coating; D PG600 Non-Fibered Aluminum Roof Ccatng; D PG650 Fibered Aluminum Roof Coating; > PG700 High Quality Elastomedc Roof Coating or KM Acryl 25; `> PG700Q5 (Quick Set) High Quality Elastomedc Roof Coating or KM Acryl 25-QS (forgranule-surfaced APP orSBS only); D PG800 Asphalt Emulsion Roof Coating; , > Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; Polyplus 6S Premium Fibered Aluminum Roof Coating; > Polybdte 70 Premium Grade Elastomedc Roof Coating orKM Acryl 15; Polybdte 700S (Quick set) Premium Grade Elastomedc Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or Sas only); 1> Polybrte 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R20 for FU654-M Cerdfifate of Authorization p9503 67H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 3 of 58 TRINITY I ERD 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. VI por 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 nMtoc. VAPOR BARRIER OPTIONS; STRUc uRAL`CONCRETE DECK; ADHERED INSULATION PER TABLE3A -: _ _ _.. _ - 1 'Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) T e yP 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 j VB-3. PG100 Elastoflex SA P Self -Adhering Insta-Stik, 12-Inch o.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. 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 19. "(NDP" = 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. �i Exterior Research and Design, U.C. d/b/a Trinity( ERD CertifiF to of Authorization 09503 Prepared by: Robert Nleminen, PE-59166 i I Evaluation Report P9290.02.08-R20 for FL3654-R22 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58 TRINITY I ERD TABLE IF-2: WOO D'DECKS=NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (sc m & PLATes), BONDED- ROOF COVER Syste Base Sheet Roof Cover (Note 15) MOP Deck (Note 1) Type Fasten Attach Base Ply Cap (Psf) SELF -ADHERING BASE PLY: 6 Min, 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2.7/8) with Dekfast #14 12-inch o.c. in 4-inch lap and 12-inch o.c in two SBS-SA SBS-SA, APP-SA, SBS- -52.5• Inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows TA APP TA W-13711 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14 12-inch o.c, in 4-inch lap and 12-inch o.c in two Polyflex SA Base APP-TA -52.5• Inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows W-1381 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-Inch lap and 12-Inch o.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-139I Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c, in 4-inch lap and 12-Inch o.c in two Polyflex SA Base APP-TA -60.0• inch plywood (poly -film top)1 1 (2), equally spaced, staggered center rows TABLEG: WOOD DECKS— NEW CONSTRUCTION ORREROOF(TEAR-OFF) _ SYSTEM TYPE 'F: NON -INSULATED, BONDED ROOF COVER _ System I co to 1) Primer Roof Cover (Note 15j MOP (psfj Joint Treatment Base Ply Ply Cap Ply W-140 L--r? Q a 15/3Z' None (---� None �—� !SBSSA� (2— "analjS ESSA—SBS7 SBS-SA�APP=SX,'I 5- '90:0 �i—J TA;APPTAI �TA;APPTA (inc_;Plywood W-141 15 (Optional) PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 I I oo d Inch plywood Inch W-142 Min. 15/32- PG100 None SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA,SBS- 97.5 inch plywood TA, APP-TA TA,APP-TA II W.143 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,SBS- -97.5 inch plywood place to create continuous bond. Elastaflex SA V FR Base TA, APP-TA TA, APP-TA 1 W-144WB-3000 Min. 15/32- None SBS-SA (Optional) SBS-SA, APP-SA, SBS- -105.0 I inch plywood TA, APP-TA Min. 15/32- 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- W-145 inch plywood (Optional) PG100 place to create continuous bond. Elastoflex SA V Plus FR TA, APP-TA TA, APP-TA -135.0 W-1416 Min. 15/32- (Optional) PG100 Plywoodjoints are covered with 4-inch wide strips of Elastoflex SAV Plus, rolled into polyflex SA Base (Optional)APP-TA APP TA -135.0 11 inch plywood .place to create continuous bond. I Exterior Research and Design, U.C. d/b/a Trinity(ERD Certificate of Authorization #9503 PrepaIred by: Robert Nleminen, PE-59166 �I 6' EDITION (2017) FBC NON-HVH2 EVALUATION Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P9290.02.08-R20 for FL1654.R22 Revision 20: 09/12/2017 Appendix 1, Page 21 of 58