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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: 4 k\Q. 0 PERMIT# REVISION FEE: 15.00 RECEIPT# ' ' °' PLANNING& DEVELOPMENT SERVICES « BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ^ ( '~ <- ADDRESS: V rr- 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: ISO Flcf- k 2SR 3. CONTRACTOR INFORMATION: J STATE of FL REG./CERT.#: 3 O T.LUCIE C lr CERT.#: BUSINESS NAME: ✓\ c (J QUALIFIERS NAM Wiwi u 14 1 gr ADDRESS: CITY: STATE: F L ZIP: TtlZ PHONE(DAYTIME): FAX: 4. OWNER/BUILDER INFOORMATION: n NAME: • Leri-P' L �I-V j� ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9/23/09 Revised 04/26/2010 —1 _ ...4 REVISION �.' TRINITY ERD APPENDIX 1:ATTACHMENT REQuntEmENTs FDR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover S 1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover S 1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 1DWood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6 1E-1 Wood New or Reroof(Tear-Off) E Non-insulated,Mech,Attached Base Sheet(nails),Bonded Roof Cover 7-8 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 8-9 1F Wood New or Reroof(Tear-Off} F Non-insulated,Bonded Roof Cover 9 2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech,Attached Base Insulation,Bonded Tap Insulation,Bonded Roof Cover 10 2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11 2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech,Attached Base Sheet,Bonded Roof Cover 12-13 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14-17 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 18-19 3B Concrete New or Reroof(Tear-Off) F Non-insulated,Bonded Roof Cover 19 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20-21 413 LWIC New or Reroof(Tear-Off) A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23-25 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 26 5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 27 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 28 SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 28 SE CWF New,Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 28 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 29 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 30 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30 6D Gypsum New,Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 30 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 31-33 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 33 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 AH1, 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: Y Wood: Minimum 0.75-inch penetration. A Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢Concrete: Minimum 1-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 polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat 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 2603.4.1 or 2603.6,when installed with the roof cover. Exterior Research and Design,LLC,d/b/a Trinity)ERD Evaluation Report P9290.02.08-1112 for FL1654-1114 Certificate of Authorization#9503 Revision 12:11/12/2014 Prepared by: Robert Nieminen,PE-59166 a.>, r s1 ,±Appendix 1,Pagel of 33 TRINITY'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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. 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. >HA(HA): Full coverage at 25-30 lbs/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. > OMG OlyBond 500(06500): 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. 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. > Note: When multiple layers(s)of insulation and/or coverboord are installed in ribbon-applied adhesive,adhesive ribbons shalt be staggered from layer-to-layer o distance of one-half the ribbon spacing. > 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 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 fora 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: Y 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) > OMG OlyBond 500(08500): 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(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam Il) >3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 7. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 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 criteria. 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 LPDS 1-29 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 or ANSI/SPRI FX-l. 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 AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124. 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. 42( ST,LUCIE COUNTY BUILDING DIVISION REVIEWED Exterior Research and Design,LLC.d/b/a Trinity ERD FOR COM 1A Evaluation Report P9290.02 Revision for 11/12/F1.1654 014 14 Certificate of Authorization#9503 REVIEWED BY "Z Revision 1,Page2 of Prepared by: Robert Nieminen,PE-59166 DATE Appendix 1,Page 2 of 33 PLANS A D ERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE TRINITY'ERD 14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. TABLE 2:POLYGLAss ROOF COVERS - Reference Layer Material Application BP-AA Base Polyglass G2 Base,FBC Approved ASTM D4601,Type II (Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI or ASTM D4601,Type II HA at 20-40 lbs/square SBS-AA Base or Ply Elastobase,Elastobase Poly,Elastoflex V,Elastoflex 56 (SBS,Asphalt-Applied) Cap Elastoflex S6,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS,Polyfresko G S85 FR HA at 20-40 lbs/square 5B5-TA Base or Ply Elastoflex V,Elastoflex S6 (SBS,Torch-Applied) Cap Elastoflex V,Elastoflex S6,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS, Torch-Applied Polyfresko G SBS FR SBS-SA Base Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR (565,Self-Adhering) Cap Elastoflex SA P,Elastoflex SA P FR,Polyfresko G SBS SA P,Polyfresko G SBS SA P FR,Polyreflect Self-Adhering APP-TA Base or Ply Polyglass APP Base,Polyflex,Polybond (APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA (APP,Self-Adhering) Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G APP SA P,Polyfresko G APP SA P FR,Polykool Self-Adhering 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. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. Y PG2D0 Non Fibered Roof Coating or Mule-Hide 111 Non-Fibrated Roof Coating; Y PG300 Fibered Roof Coating or Mule-Hide 102 Fibrated Roof Coating; Y PG600 Non-Fibered Aluminum Roof Coating or Mule-Hide 416 Standard Non-Fibrated Aluminum Roof Coating; Y PG650 Fibered Aluminum Roof Coating or Mule-Hide 406 Standard Fibrated Aluminum Roof Coating; Y PG700 White Reflective Roof Coating; Y PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule-Hide 311 Emulsion Non-Fibrated; �00Y PG850 Fibered Asphalt Emulsion Roof Coating or Mule-Hide 301 Emulsion Fibrated; Y Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating; Y Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule-Hide 401 Premium Fibrated Aluminum Roof Coating; Y Polybrite 70 White Elastomeric Roof Coating; Y Polybrite 90 or Polybrite 95. 16. The following represent priming requirements for gypsum-based coverboards: Y 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. Y SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application. 17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity[ERD Evaluation Report P9290.02.08-R12 for FL1654-R34 Certificate of Authorization#9503 Revision 12:11/12/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 33 TRINITY ERS TABLE 1A-1:WOOD DECKS—NEW CONSTRUCTION On REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (See Note 1) Type Fasten Attach Type Attach Type Attach Base Ply Cap (Psf) Polyglass G2 Base, Min.0.25-inch Dens Deck, CertainTeed Glasbase, 32 ga.,1-5/8- 8-inch o.c.in 4-inch (Optional)FBC Dens Deck Prime,SECUROCK inch diameter tin lap and 8-inch o.c. Gypsum-Fiber Roof Board, BP-AA (Optional) SBS-AA, Min.19/32- Firestone MB Base,JM Approved, W-1 caps with it ga. in three,equally HA Min.0.75-inch Fesco Board HA or SBS- BP-AA or SBS-TA, -60.0 inch plywood GlassPermBase or Tamko annular ringspaced,staggered ASTM C3289 Glass Base or GAFGLAS P � polyiso (homogeneous)or min.0.5- AA SBS-AA APP-TA #75 shank nails center rows inch Structodek High Density Fiberboard Roof Insulation Polyglass G2 Base, CertainTeed Glasbase, 32 ga.,1-5/8- 8-inch o.c.in 4-inch (Optional)(Optional)FBC inch diameter tin lap and 8-inch o.c. , Min.0.25-inch Dens Deck, One or SBS-SA,APP-SA, Min.19/32- Firestone MB Base,JM Approved W-2 caps with 11 ga. in three,equally HA Dens Deck Prime,SECUROCK HA SBS-SA more SBS- -60.0 inch plywood Perma-Ply 28,Tamko ASTM C1289 SBS-TA, Glass Base or GAFGLAS annular ring spaced,staggered Gypsum-Fiber Roof Board SA,SBS-TA, 1775 shank nails center rows polyiso APP-TA APP-TA Polyglass G2 Base, 32 ga.,1-5/8- 8-inch o.c.in 4-inch CertainTeed Glasbase, (Optional)FBC (Optional) inch diameter tin lap and 8-inch o.c. Min.0.25-inch Dens Deck, Min. ,19/32- Firestone MB Base,JM ApprovedPolyflex One or W-3 caps with 11 ga. in three,equally HA Dens Deck Prime,SECUROCK HA APP-TA -60.0 inch plywood Perma-Ply 28,Tamko ASTM C1289 SA Base more APP- Glass Base or GAFGLAS annular ring spaced,staggered polyiso Gypsum-Fiber Roof Board TA 475 shank nails center rows Min.2-inch D-IS,OB500, 32 ga., mete lap an o.c.in 4-inch ACFoam II,III, CR-20 or M- Min.0.25-inch Dens Deck, D-IS, inch diameter[in lap and 6-inch o.c. BP-AA (Optional) SBS-AA, Min.19/32- Elastobase or H-Shield,H- OSFA,atop Dens Deck Prime or OB500, W-4 taps with 12 ga. in four,equally or 585- BP-AA or SBS-TA, -60.0* inch plywood Elastobase Poly Shield CG, fastener SECUROCK Gypsum-Fiber CR-20 or annular ring spaced,staggered Multi-Max FA3 rows,7-inch Roof Board M-0SFA AA 58S-AA APP-TA shank nails center rows or ENRGY-3 O.C. 32 ga.,1-5/8- 6-inch o.c.in 4-inch Min.2-inch DAS,06500, (Optional) inch diameter tin lap and 6-inch o.c. ACFoam II,III, CR-20 or M- D-IS, One or SBS-SA, Min.19/32- Elastobase or H-Shield,H- OSFA,atop (Optional)Additional layers 08500, APP-SA, W-5 caps with 12 ga. in four,equally SBS-SA more SBS- -60.0* inch plywood Elastobase Poly Shield CG, fastener of base insulation CR-20 or SBS-TA, annular ring spaced,staggered Multi-Max FA3 rows,7-inch M-0SFA SA,SBS-TA, APP-TA shank nails center rows APP-TA or ENRGY-3 o.c. 32 ga.,1-5/8- 6-inch o.c.in 4-inch Min.2-inch D-IS,OB500, inch diameter tin lap and 6-inch o.c. ACFoam 11,III, CR-20 or M- D-IS, (Optional) Min.19/32- Elastobase or H-Shield,H- OSFA,atop (Optional)Additional layers 08500, Polyflex One or W-6 caps with 12 ga. in four,equally APP-TA -60.0* inch plywood Elastobase Poly Shield CG, fastener of base insulation CR-20 or SA Base more APP- annular ring spaced,staggered Multi-Max FA3 rows,7-inch M-0SFA TA APP- shank nails center rows or ENRGY-3 O.C. Exterior Research and Design,LLC.d/b/a Trinity l ERD Evaluation Report P9290.02.08-1132 for FL1654-R14 Certificate of Authorization#9503 Revision 12:11/12/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 33 TRINITY',ERD TABLE 3E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER System Deck(See Base Sheet Roof Cover MDP(psf) No. Note 1) Base Fasten Attach Ply Cap OMG#12 Standard Roofgrip or OMG#14 Heavy W 43 Min.15/32- Pol yg lass APP Base Du three,o.c.at 4-inch lap and 6-inch o.c.in inch plywood ty(min.1-5/8-inch long)with OMG 3"Round three,equally spaced,staggered center rows (Optional)APP-TA APP-TA -90.0 Metal Plates or OMG Flat Bottom Metal Plates OMG#12 Standard Roofgrip or OMG#14 Heavy Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in (Optional)BP-AA,585-AA, SBS-AA,SBS-TA W inch plywood Elastobase(with sand top surface) Duty(min.s or OMG long)with Me l Round three,equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA 90.0 Metal Plates or OMG Flat Bottom Metal Plates W-45 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in (Optional)BP-AA or SBS-AA SBS-AA -90.0 inch plywood long)with Trufast 3"Metal Insulation Plates three,equally spaced,staggered center rows OMG#12 Standard Roofgrip or OMG#14 Heavy W-46 Min.15/32- Pol lass APP Base Du 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, inch plywood Yg Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows (Optional)APP-TA APP-TA -120.0 Metal Plates or OMG Flat Bottom Metal Plates OMG#12 Standard Roofgrip or OMG#14 Heavy Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA W-47 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round -120.0 Metal Plates or OMG Flat Bottom Metal Plates p y equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA Min.15/32- Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, W-48 inch plywood I Elastobase(with sand top surface) long)with Trufast 3"Metal Insulation Plates equally spaced,staggered center rows (Optional)BP-AA or SBS-AA SBS-AA -120.0 TABLE IF:WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(see primer Roof Cover MDP(Ps f) f) No. Note 1) Joint Treatment Base Ply Cap W-49 Min.15/32- / inch plywood (Optional)PG100 None SBS-SA TA,APPTASBS-SA,SBS- TAS App TA-SA,585- 90.0 �7r W-50 Min.15/32- ✓) inch I wood (Optional)PG100 None Polyflex SA Base (Optional)One or more APP-TA 90.0 P Y APP-TA W-51 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- inch plywood (Optional)PG100 -97.5 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA W-52 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- inch plywood (Optional)PG 100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -135.0 FW-53 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)One or more gpp_TA 135.0 inch plywood (Optional)PG100 place to create continuous bond. APP-TA Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-R12 for FL1654-R14 Certificate of Authorization#9503 Revision 12:11/12/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 33