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Home My WebLink AboutPROJECT INFORMATIONArchitectonic Inc �r.4- SCANIV 9 O ofi ►'8�01. The above approved, as per Florrliu mmIM `� Compliance acceptances, 2017 Florida Building Code, and the Manufacturer's recomPnenclations.! EL.I.oA lam nr�y0000 •� ,Inc. ••;�� 806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 2 of 2 Arch *1 tectoris 1'rc June 12, 2018 Saint Lucie County Building Department Attn: Roof Permit Plan Review 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure located at 7802 Belmont Avenue, St. Lucie County Manufacturer: Tri-Built Roofing Products Profiles: Tri "Built Modified, FL# 16027:1 Code: FBC 2017I Section R 905.10 Wind Speed: 160 MPH; Ultimate Design Wind Speeds Exposure: B Mean Roof Height: 30' Maximum Pitch: 1.5%12 Main Residence Required Design Pressure: Zone1: -26 Zone 2: -41 Zone3: -57 Maximum Uplift Pressure: =82.5 Base: SBS-SA Cap: APP-SA Roof Decking: Existing 1 x 6 tongue and groove sheathing to be nailed w (3) 8d x 2" ring shank nails per joist. I Manufacturer: Profiles: Code: Wind Speed: Exposure: Mean Roof Height: Pitch: Required Design Pressure: Maximum Uplift Pressure: Base: -Cap: Insulation: Roof Decking: Tri-Built Roofing Products Tri —Built Modified, FL# 16027.1 FBC 2017;;Section R 905.10 160 MPH;'Uitimate Design Wind Speeds B 30' Maxim'um 1/4/12 Back Porch Zone1: -26 Zone 2: -41 Zone3: -57 -82.5 SBS-SA APP-TA Minimum i.5" Energy 3 H-Shield or Roof Decking Polytherm, Dekfast Galvalume Steel Hex with Dekfast #12 DP or TruFast MP-3 with TruFast DP, w/ (1) fastener per 1.33 square foot Existing 1 x 6 tongue and groove sheathing to be nailed w (3) 8d x 2" ring shank nails per joist. 806 Delaware Avenue Tel: 772 460 7751 www.architedtonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 2 �J TRINITY I ERD t TABLE lE 2 WOOD DECKS NEIN CONSTRUCTION, RERO,QF ;EAR OFF OR RECOVER - " SYSTEIVIrTYPE Ec NON'INSULATED, MECHANICALL*Y ATTACHED BA$E SHEET;BONREg RODF COVER ', i` _. System Base Sheet Roof Coverr(Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psi Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or W-1 plywood at max. Poly, Polyglass G2 Base, CertainTeed Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-inch spans Glasbase, Firestone MB Base,1M Perma- or TruFast MP-3 with TruFast HD center rows APP-TA TA,.APP-TA Ply 28, Tamko Glass Base or GAFGLAS #75 Min. 19/32-inch Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-2 plywood at max. o.c. in two, equally spaced, staggered SA, SBS-TA or -52.5 * 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows SA APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass` OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-3 plywood at max. Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans center rows APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered SA SA, SBS-TA or -60.0* 24-inch spans center rows APP-TA r rr_ .a. _-,..r._ TABLE 1F 4WOOD'DECKS `NEW CONSTRUCTION oRtEROOF:(TEAROFF)gi r `'SYSTEM TYPE F NONrINSULATEb BONDEDROOF CO,UER, System Roof Cover (Note 15) MDP — No: -- Deck — -- Pruner (Psf) - Joint Treatment �� z _ Non--.e'� :.. _ — Ba izSBStSA _ PI �Optional)585'SP or = BSSA1?AFP� Min. 5/3 inch Inwood tional);ASTM D41� a max. s - = Plywood joints are covered with 4-inch wide strips of TriBuilt SA APP-TA (Optional) SBS-SA or or APP-TA SBS-SA, APP-SA, SBS-TA Min. 15/32-inch plywood W_6 (Optional) ASTM D41 TriBuilt SA SBS Base 97.5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA Exterior Research and Design, I.I.C. d/b/a TrinityJERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 < Appendix 1, Page 8 of 26 t r ' NTINITY I ERD 1S. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. RooFyCoveRs ' ` t _$TABLE 1$TRI=BUILT 1_ Reference Layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA Base Ply TriBuilt SA SBS Base (SBS, Self -Adhering) Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA Base Ply or Ply TriBuilt APP Smooth (APP, Torch -Applied) Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering 16. 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: µ VAPOR BARRIER OPTIONS rSTRUCTURAL`GONCRETE,DECK,RDHERED (NSUlAT10N PER TABLEt3A _ . - k Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 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 Trinity I ERD Evaluation Report A42970.10.12-R2 for F1.16027-112 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 C)o �! I RININIERD TABLE'1C: WOOD Di GKS = .. , _ . , Va ,> N,R OF(,TEAR OFF)oR9RECOVER� . E . NEW CONSTRUCTIO ERO SYSTEM TYPE C: MECHANICALLY=AITACFED'INSUTATIQN;:BONDED,ROOF'CQVER "w{, , .... System Deck (Note 1) Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP Type Fasteners Attach Base Ply Ply Cap Ply No. Layer (Psf) Min. 19 / 32-inch (Optional) Min. 0.5-inch Structodek High Density Dekfast Galvalume (Optional if (Optional if using AA W-8 plywood at max. One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 per 1.33 using AA Ply) Base) One or more BP -AA SBS-AA, SBS-TA, APP- 82.5 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or Dekfast #12 DP ftz BP -AA or APP-TA TA e ai RM-6ypsur1q-Fa oof Board (Optional) � Dekfast Galva _UM_E W-9 Min. 19/32-inch plywood at max. One or more layers, an combination, Y Min. 1.5-inch ENRGY 3, H-Shield or Pol herm Steel Hex with Dekfast #12 DP or 1 per 1.33 ftz SBS-SA (Optional) One or more SBS-SA or APP-TA SBS-SA A, SBS- TA o AP -T _82 5 24-inch spans loose laid TruFast MP-3 with TruFast DP n... __7777w TAB E 1b wWA.OD-BECKf EW'COIU CTION' REROOFi TEAR OFF FOR REC V ` ' r: x zi 15 S STEMITYPE D PRELIMINARILY ATTACHED INSULATION, IVIECHANICALL-Y ATTACHED,BASE SHEET, BONDED RO,C!F COVER _ .. r .. System Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Type Attach Base Fasteners Attach Base Ply Cap Ply (psf) Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch One or more layers, Prelim. Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, W-10 plywood at max. any combination Attached CertainTeed Glasbase, Firestone MB #14, Dekfast Hex with inch o.c, in two, equally spaced, or more BP -AA SBS-TA, -52.5 24-inch spans Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA AP-P-TA - Base or GAFGLAS #75 _ __MP_-3-with TruFast-HD -- — -- Min. 19/32-inch One or more layers, Y Prelim. Polyglass Elastobase or Polyglass Yg Yg Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, W-11 plywood at max. any combination Attached Elastobase Poly with poly top surface TruFast MP-3 with inch o.c. in two, equally spaced, SBS-SA SBS-TA 52.5 ,� 24-inch spans 2 asor TruFast HD Tru#14Fast staggered center rows or APP-TA W-12 Min. 19/32-inch plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- (Optional) One SBS-AA, 24-inch an combination Y Attached Elastobase Poly Y (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 spans staggered center rows or APP-TA APP-TA W-13 Min. 19/32-inch at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, plywood 24-inch spans an combination y Attached Elastobase Polywith of to surface poly P (square) with Roofgrip #12 inch o.c, in two, equally spaced, SBS-SA SBS-TA or 60.0 staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.10.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 6 of 26 ��TRINITYJERD N GC1N5 TeA'`R.OFIS .' t �`; �`'�� * �`i �t'.'.Y 'aI, �E* 2 yIECHA t<'A A C E • ANG 0 FSHE BO D D t S ON O DEDtRpd C01tER �. _. � 13'A � .9;..,7.c 3j� k§SYST, . _J:t... wet t„-V . 1.id4.�?t, �i..+ r,wa-a..�s,w�»..a - ,L.+..'�-....x�.rwa.. ..�.•.aro.6. i.J.�� System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) m(p No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply lPsfl Min. 0.25-inch Dens Polyglass G2 Base, B-inch o.c. in 4- Deck, Dens Deck Prime, Min. 19/32- CertainTeed Glasbase, 32 ga.,1-5/8- inch lap and 8- (Optional) FBC SECUROCK Gypsum - jp inch I plywood Firestone MB Base, JM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W-1 tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA SBS-TA, -60.0 max. Tamko ga. annular ring spaced, type II polyiso- (homogeneous) or min. BP APP-TA inch spans in spans Glass Base or GlassPermBase or shank nails staggered cyanurate 0.5-inch Structodek GAFGLAS #75 center rows High Density Fiberboard Roof Insulation Polyglass G2 Base, 8-inch o.c. in 4- Min. 19/32- CertainTeed Glasbase, 32 ga., 1-5/8- inch lap and 8- (Optional) FBC Min. 0.25-inch Dens (Optional) S65-SA, inch plywood Firestone MB Base, inch diameter inch o.c. in Approved, Deck, Dens Deck Prime, One or APP-SA, W 2 at max. 24 Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA SECUROCK Gypsum- HA SBS-SA more SBS- -60.0 SBS-TA or inch spans Glass Base or ga. annular ring spaced, type II polyiso- Fiber Roof Board SA or APP-TA GAFGLAS #75 shank nails staggered cyanurate APP-TA center rows 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, Min. 19/32- 32 ga., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 or M- Min. 0.25-inch Dens D-IS, inch plywood Polyglass Elastobase inch diameter inch o.c. in H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, (Optional)-- SBS-AA, _ W-3 at max. 24- or Polyglass tin caps with 12 four, equally - -fastener —orSECUROCK-Gypsum- - - CR-20 or BP-M- BP -AA 36 -60.0• --inch-spans- - Elastobase Poly. _ - ga. annular ring spaced; -Shield.CG,- Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA A shank nails staggered center rows orENRGY-3 oc 6-inch o.c. in 4- Min. 2-inch D-IS, OB500, Min. 19/32- 32 ga., 1-5/8- inch lap and 6- ACFoam II, III, CR-20 or M- D-IS, (Optional' inch I plywood Polyglass Elastobase inch diameter inch o.c. in H-Shor atop (Optional) Additional OB5CR-2 0, One or W 4 Polyglass tin caps with 12 four, equally SBS-SA more S at max. 24- Elastobase Poly ga. annular ring spaced, Shield C , Shield CG, fasteOSFAner fastener layers of base insulation CR-20 or SA or inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA APP center rows or ENRGY-3 oc Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVH2 EVP Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TTRINITYIERD Y 4"t iT L ....S 7 S. '" : 1 '�w-[^ F �S 3 t q1 - n$: ,nF +C. .'��--n 'e'. `- •'R _ i1�BUILlaw H Co�Rs r _ Material _ 'Application Reference Layer BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type II HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply TriBuilt SBS Granular l HA at 20-40 Ibs /square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA SBS, Self -Adhering) g) Base Ply TriBuilt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TriBuilt APP Smooth Torch -Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap Ply TriBuilt SA APP Cap Self -Adhering g 16. 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: �VAPtlR;�ARR1EttOPT10NS STRUCtURALCONCREI'��DECK�AtDHEaEDIN�ULA�[IO�IPE Tae�3A'� �'��k�, ��,� ��K;��`"�'� � £� Option # Primer Vapor Barrier Insulation Adhesive DP M(Psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. 60.0 VB-2. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-4. ASTM D41 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. -270.0 VB-5. ASTM D41 TriBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20,12-inch o.c. 290.0 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 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, LLC. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for F1.16027-112 Gertificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 4 Yk !"K CAI L C,-- NEW ot') T Af M-G:V 535-5el- S'�,t5T ov�M-, A I't oToo" 7-0 cr-F-,YI-TC �5'132 ;PL.,-Iwo?pp QOTRINITYIERD' MIA1 t tAINOM DCDf%DT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 TRI-BUILT Materials Group, LLC Lmaluation Keport H4471v.1V.11--nc PO Box 70 FL16027-RZ Rutherford, NJ 07070 Date of Issuance:10/23/2012 (800) 516-1485 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Q'*TRINITYIERD 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 3A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover c 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 lE-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 28 2C 3A Steel or Structural concrete Steel or Structural concrete Structural concrete New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover New or Reroof (Tear -Off) C D A-1 Mech. Attached Insulation, Bonded Roof Cover Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover Bonded Insulation, Bonded Roof Cover 9 10 - 11-14 3B Structural_ concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 5C 5D CWF CWF New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover B C Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover Mech. Attached Insulation, Bonded Roof Cover 22 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 613 Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover' 24 % 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 26 The followine 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. Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. v Structural 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 polyisocya n u rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 andjor foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity (ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 A ppendix 1, Page 1 of 26 l _, s QOTRINITYIERD 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. 5. Preliminary 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 manufacturer's published instructions. ➢ HA (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. l ➢ Millennium One Step Foamable Adhesive (M-OSFA): 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 OlyBond 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, adhesive ribbons shall be staggered from layer -to -layer a 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. 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 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) ➢ OMG OlyBond 500 (OB500): 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 thick ACFoam II) ➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 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 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 WD1, FM Loss Prevention 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. 10. 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. 11. 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 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 roof 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. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 67 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26