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Home My WebLink AboutPRODUCT APPROVALBV/2016 = FEB 17 P'3eiidaBuilding Code Omine Business & Professional Regulation, BM Home � Login � User Regislratlon Ho[Topla Submit Surtharye suits aFaGS bprProduct Approvald r USER: Public Ur Produce Approval Mery > Product or Application Seamh > AppIlotion List > Appll[ation UetaU FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email SCANNED BY St. Lucie Countv FL1654-R19 Revision 2014 Approved 0 y - lk � , I � K Now uwr'.bem, ,DBPR.bYr1eN)ee obxrICTbeM4 POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com ) jFj{j d t t i HESE PLANS AND ALL PROPOSED VV09 h ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO { I COMPLY( WITH ALLAPPLICABLE CODES.` CONCEUD FASTENERS OR ATTACHMENTS ARE THE RESPONSIBUN OF THE CONTRACTOR OF RECORD Authorized Signature James Akins jakins@polyglass.com ST. LVCIE COU1 _ _ RUILD?NC DIVISION Technical Representative Steve wadding RENTER ED FOR L`PLIANCE Address/Phone/Email 150 Lyon Drive REVILRrE1),Y$ Fernley, NV 98408 DATE (602) 363-7139PLANS AND PERMIT MUST RE KEPT ON JOE stevew@polyglass.com OR NO INSPECTION WILL ME MADE. Quality Assurance Representative James Akins Address/Phone/Email 555 Oakrldge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Ll Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-59166 UL U-C 10/06/2018 John W. Knezevich, PE Z Validation Checklist - Hardcopy Received Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 https:tMww.fltuidabdlrGng.orglpr/pr app dtl.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAh16SHQFy2kzdQRng46uFTrw%3d%3d 112 99=W# F Florida Building Code Online FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 Summary of Products I FL 7t 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 R19 IT 2016 04 FINAL AlR POLYGLASS MODBrr FL 54 R19.odf 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 FL1654 R19 AE 2016 04 FINAL ER POLYGLASS MODBI7 R39.odf deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits Created by Independent Third Party: Yes of Use. Back Next Conte s :: 2001 Blair Stone Road, Tallahassee F 32399 Phone: 850-487-1824 The state of Florida is an AA/E employer. Coovricht 2007-2013 State of Florida.:: Pdwu v Statement :: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do net want your e-mail adder released in response to a public -records request, do not send electmNc mail to this entity. Instead, contact the office by phone or by treditional mail. If you have any questions, please mnGd 850.487.1395. 4'ursuant to Section 455.275(1), Florida Statutes, effective Odober 1, 2012, licensees licensed under Chapter 455, F.S. must povide the Department with an email address if they have one. The entails provided may be used for ofndal cammuniration with the limmee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address wNN can be made avallable to the public To determine if you are a licensee under Chapter 455, F.S., please dids hIi product Approval Accepts: ®® a sccu rilYAl hrnlcs htWslA r .floridabUlding.orgfpr/pr app O.aspx7param=wGEVXQwtDgvgqu2%2bnFgUPv2pw6pKxAhf6SHQFy2kzdQRrg46UF7fw%3d%3d 212 �! TRWITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPUFr RESISTANCE Table Deck Application Type Description Page IA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 18-1 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 Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 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-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 17-19 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 20-22 16 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 22 l 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 23 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24-25 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-27 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 28-32 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 32 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 33-34 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 34 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 35-37 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 39 SC CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 40 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 40 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 40 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 41-42 6B Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 42 6C Gypsum Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 42 61) Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 42 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 43-45 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 45 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 AHI. 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. ➢Steel: Minimum 0.75-Inch penetration and engage the top flute ofthesteel deck. ➢ 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 polyisocyanurate, 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, forfoam plastic, FBC Chapter 26, when Installed with the roof cover. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R37 for FL3654-R39 Certificate of Authorization 99503 Revision 17:04/18/2016 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 1 of 45 NTINITYIERD 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 AHI. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. 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 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. D 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 01yBond 500 Is referenced. D OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c. D Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, boardjoints 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. 6. Unless otherwise noted, all Insulations are Rat 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 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) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) D OMG OlyBond 500(OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) D OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) D OMG OlyBond 500 (013500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-Inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x4 ft. 8. 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 crlteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk• carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPD51-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 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 TAS 105 orANSI/SPRI FX-1. 11. For existing substrates Ina 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 AHJ, as documented through field uplift testing In accordance with ASTM E907, FM LPD51-52, ANSI/SPRI IA-1 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, LLC, d/b/a Trinity] ERD Evaluation Report P9290.02.08-R37 for FL1654-R19 Certlficate of Authorization #9503 Revision 17: 04/18/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 45 �I I KINITY ERD 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1:'.POLYGLAss ROOF COVERS ' Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Tye II Hot Asphalt at 20-40 (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or A Ibs/square Applied) Note. Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Polyglass HT Base 650 PG350 at 1.5-2.0 SBS-CAS Cap Elastoflex VG, ElastoRex VG FR, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G gal/square SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6 Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshleld TS-G FR, Polyfresko G gal/square SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Etastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Polyglass SBS-AA Asphalt Cap HT Base 650 Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Hot Asphalt at 20-40 Ibs/square (SBS, -Applied) Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Note: Asphalt-appliedsheets 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, Polyglass HT Base 650 SBS-TA (SBS, Torch -Applied) Cap Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, ElastoRex S6 G, Elastoflex 56 G FR, Elastoshleld TS-G, Elastoshield TS-G FR, Torch -Applied 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 Elastoflex SA P, Elastoflex SA P FR, Polyreflect Self (SBS, Self -Adhering) Unlessotherwise noted, permissible membrane substratesfor5B5-SA arellmfted to the SBS-SA Base Ply options herein, -Adhering Note: Elastobase (poly/sand) or Elastobase (paty/poly). APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Polyflex, Polyflex G, Polyflex G FR, Pol bond, Pol hand G. Polyfresko G, Polyfresko G FR Torch -Applied Cap I Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP SA (APP, Self -Adhering) Note: Unless otherwise noted,permissible membrane substrotesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (poly/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. D PG200 Non Flbered Roof Coating; D 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; D 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 Nan-Fibered Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating; ➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; D Polybrite 70Q5 (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. Exterior Research and Design, U.C. d/b/a TrinitylERD Certificate of Authorhation R9503 Prepared by: Robert Nieminen, PE-59166 Refer to current Roofing Materials Directory for fire ratings Evaluation Report P9290.02.08-1117 for FL1654-R19 Revision 17: 04/18/2016 Appendix 1, Page 3 of 45 \1 1 KINITY ERD 16. The following represent priming requirements for gypsum -based coverboards: ➢ Dens Deck and Dens Deck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications. ➢ SECU ROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application. 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: VAPOR BARRIER OPTIONS; SMUCTURAL CONCRETE DECRI ADHERED IMUTAMON PER T"U 3A Option p Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach 1 PG100 Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 2 PG100 Polyglass APP Base Torch -applied Inta-Stik or CR-20, 12-inch o.c. -75.0 3 PG100 ElastoBex SA P Self -Adhering Insta-Stik, 12-Inch o.c. -75.0 4 PG100 Elastoflex SA P Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch o.c. -157.5 5 PG100 Elastoflex SA P Self -Adhering CR-20, 12-inch o.c. -270.0 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. Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report P9290.02.08-R37 for FL1654-R39 Certificate of Authorization R9503 Revision 17: 04/18/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 45 �I I KINITY ERD TABLE3A: CONCRETE DECKS —NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17 System Deck Base Insulation layer Top Insulation Layer Roof Cover (See Table 1) MOP No. (See Note ll Primer Type Attach Type Attach Base Ply Ply Cap (psi (Optional if using AA Basel C-67 Concrete PGS00 Min. 0.25-inch Dens Deck Prime Hot None N/A (Optional If using AA BP -AA, SBS-AA, SBS-TA or SBS-ATA A, SBS-TA, -510,0 asphalt Ply) BP -AA, SBS-AA APP APP-TA Cot APPDED BASE:' Min. 0.25-Inch Dens Deck C-68 Concrete None Min. 1.5-inch ACFDam ll or H-Shield 03500 Primeor SECUROCK OBSOO SBS-CAS, SBS-CA2 None SBS-CA1, SBS- -90.0 Gypsum -Fiber Roof Board CA2 Min. 0.25-Inch Dens Deck C-69 Concrete None ACFoam III, Minld, CR-20 Prime or SECUROCK CR-20 SBS-CAI, SRS-CA2 None SBS-CA3, SBS- -90.0 HInch r ISO95ENRGYGL Shield, H-Shield CG, Multi -Max FA3 or ISO 95+GL Multi -Max Gypsum -Fiber Roof Board CA2 TABLE 3B: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER Deck i Roof Cover (See Table 1) System No. (See Note 1) Primer MOP (psf) Base Ply Ply Cap C-70 Concrete PG100 SBS-SA (Optional) SBS-SA, SBS-TA, APP-TA SBS-SA, APP-SA, SBS-TA, APP-TA -315.0 GI t PE odyfe ,SA 8a (p u. .'.P:T APP>F .35.0 C-72 Concrete PG300 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA, SBS- SBS-AA, SBS-TA, APP-TA -622.5 AA, SBS-TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report P9290.02.08-1137 for FL7654-R39 Certificate of Authorization R9503 Revision 17:04/18/2016 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 32 of 45