The URL can be used to link to this page

Home My WebLink AboutROOF TABLECONCEALED FASTENERS OR AWA@NNIam AREA EERR�jSIBI SR R OF THE FILE COPY COyCcAL'tt� FAS i,tii=RS OR ,� i wi:ru,:=,. ARE THE RESPONSIBILITY 'OF THE CONTRACTOR OR RECORD TRINITY I ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILT ROOF COVERS 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 Cap Ply TriBuilt SBS Granular HA at 20-40 Ibs/square (SBS, Asphalt -Applied) SBS-TA (SBS, Torch -Applied) Cap Ply Trig Torch -Applied SBS-SA Base P y TriBuilt SA SBS Base (SBS, Self -Adhering) Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA Base Ply or Ply TriBuilt APP Smooth Torch -Applied APP-SA Cap Ply TriBuilt SA APP Cap Self -Adhering (APP, Self -Adhering) (APP, Torch -Applied) Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular 66)Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) 00 "applies: loll' limitations. The lesser of the MDP listings below vs. those in Table 3A VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A- Option # Primer B Vapor arrier 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 Desi n 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. ST. LUCIE COUI REVIEWED FOR PLANS AND PERMIT MUST BE KEPITON JOB SITE OR NO INSPECTIONS) WIWBE MADE THESE PLAINS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. - — - —ExteriopResearcirand=wig trr, Cf�/tr TTiriitVI ERD Evaluation Report A42970.10.12-R2 for FL36027-R2 Certificate of Authorization #9503 6T" 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 T641,TTY.JERD TABLE IA-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER SYste Dec k' Anchor Sheet Base Insulation Top Insulation 111k 0��f Cover' Ivi DP- 0. Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (Psf) Min. 0.25-inch Dens Polyglass G2 Base, 8-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 - inch plywood Firestone MB Base, IM inch diameter inch o.c. in Approved, Fiber Roof Board, Min. (Optional) SBS-AA, W-1 at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA BP -AA SBS-TA, -60.0 inch spans Glass Base or ga. annular ring spaced, type 11 polyiso- (homogeneous) or min. BP -AA APP-TA GAFGLAS #75 shank nails staggered cyanurate 0.5-inch Structodek 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) SBS-SA, inch plywood Firestone MB Base, JIM inch diameter inch o.c. in Approved, Deck, Dens Deck Prime, One or APP-SAI 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- - SBS-TA or -60.0 inch spans ;Glass Base or ga. annular ring spaced, type 11 polyiso- Fiber Roof Board SA or APP-TA GAFGLAS #75 shank nails staggered cyanurate APP-TA center rows 6-inch o.c. in 4- 32 ga., 1-5/8- inch lap and 6- Min. 2-inch D-IS 0B500, Min. 19/32- Polyglass Elastobase inch diameter inch o.c. in ACFoarn 11, 111, CR-20 or M- Min. 0.25-inch Dens D-IS, SBS-AA, W-3 inch plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop Deck, Dens Deck Prime -OB500, BP -AA (Optional) SBS-TA, -60.0* at max. 24- Elastobase Poly ga. annular ring spaced Shield CG, fastener or SECUROCK Gypsum- CR-20 or BP -AA APP-TA inch spans shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA center rows or ENRGY-3 oc 6-inch-o.c. in 4- Min. 19/32- 32 ga., 1-5/8- inch lap and 6- Min. 2-inch D-IS, OB500, (Optional) Polyglass Elastobase inch diameter I eter inch o.c. in ACFoam 11, 111, CR-20 or M- D-IS, One or SBS-SA, W-4 inch plywood or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA,atop (Optional) Additional . OBSOO, SBS-SA more SBS- APP-SA, -60.0* at max. 24- Elastobase Poly ga. annular ring spaced, Shield CG, fastener layers of base insulation CR-20 or SA or SBS-TA or inch spans shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA APP-TA APP-TA I I center rows or ENRGY-3 oc I Exterior Research and Design, LLC.'d/b/a Trinity I ERD Certificate of Authorizatiori #9503 F11111'apared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-R2 for FL16027-R2 L'-�'Reviision 2: 09/25/2017 6'"EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 '-Apohclj�j�,;f..ag:4 of 26 UTJRINITYIERD TABLE IA-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Ply Cap Ply (psf) 12-inch o.c. in 4- Min. 0.25-inch Dens Deck, Min. 19/32- Polyglass OMG Flat inch lap and 12- (Optional) FBC Dens Deck Prime, SECUROCK inch plywood Elastobase or Bottom Plates inch o.c. in two, Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W 5 at max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- (homogeneous) or min. 0.5- Poly cyanurate inch Structodek High Density rows Fiberboard Roof Insulation Polyglass 12-inch o.c. in 4- (Optional) FBC (Optional) Min. 19/32- Elastobase or OMG Flat inch lap and 12- Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W-6 inch plywood Polyglass Bottom Plates inch o.c. in two, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 at max. 24- Elastobase (square) with equally spaced, type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA inch spans Poly Roofgrip #12 staggered center cyanurate TA rows TABLE 1B: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note Type Fasteners Attach Type Attach Base Ply Ply Cap Ply (psf) Min. 19/32-inch Min. 1.5-inch Dekfast Hex with Min. 75-inch FescoBoard 0. (Optional if (Optional if using W-7 p I ood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1 per (homogeneous) or min. 0.5-inch HA using AA Ply) AA Base) One or SBS-AA, SBS-TA, 60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ftz Structodek High Density Fiberboard BP more BP -AA or APP-TA Roof Insulation APP-TA Extenor Research an esign; LLC. a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 6T" 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 5 of 26 - -- TRINIIYrEkb TABLE IC: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C; MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER 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. p Y 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 ft2 BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume W-9 Min. 19/32-inch plywood at max. One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with Dekfast #12 DP or 1 per 1.33 SBS-SA (Optional) One or more SBS-SA, APP-SA, SBS- 82.5 24-inch spans any combination, Polytherm TruFast MP-3 with ft2 SBS-SA or APP-TA TA or APP-TA loose laid TruFast DP TABLE 1D: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER 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 APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD Min. 19/32-inch One or more layers, Prelim. Polyglass Elastobase or Polyglass 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 #14 or TruFast MP-3 with inch o.c. in two, equally spaced, SBS-SA SBS-TA or 52.5* 24-inch spans TruFast HD staggered center rows APP-TA Min. 19/32-inch 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, W-12 plywood at max. any combination Attached Elastobase Poly (square) with Roofgrip #12 inch o.c. in two, equally spaced, or more BP -AA SBS-TA, -60.0 24-inch spans P staggered center rows or APP-TA APP-TA Min. 19/32-inch 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, W-13 plywood at max. P any combination Attached Elastobase Poly with poly top surface (square) with Roofgrip #12 inch o.c. in two, equally spaced, SBS-SA SBS-TA or 60.0* 24-inch spans staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Psepared 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 FL16027-112 Revision 2: 09/25/2017 Appendix 1, Page 6 of 26 \,�TRINITYJ ERD TABLE 1E-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note i) Base Fasteners Attach Base Ply Cap Ply (Psf) Min. 15/32-inch 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA W-14 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap equally spaced, staggered center rows APP-TA or APP-TA -45.0` inch spans W-15 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA -52.5 inch spans equally spaced, staggered center rows APP-TA or APP-TA Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase (Optional) One or Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, SBS-AA, SBS- W-16 plywood at max. Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TA 60.0 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- W-17 plywood at max. Elastobase Polywith of to surface poly P with 11 a. annular ring shank nails g g equally spaced, staggered center rows q y p gg more SBS-SA or SA, SBS-TA or -60.0 24-inch spans APP-TA APP-TA W-18 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch la and 6-inch o.c. in two, P (Optional) BP -AA or SBS-TA -90.0 inch spans equally spaced, staggered center rows APP-TA or APP, or APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, (Optional) One or SBS-SA, APP- W-19 plywood at max. Elastobase Polywith of to surface poly p with 11 a. annular ring shank nails. g g equally spaced, staggered center rows q y p gg more SB5-SA or SA, SBS-TA or -97.5 24-inch spans APP-TA APP-TA W-20 Min. 15/32-inch plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS-TA -105.0 inch spans equally spaced, staggered center rows APP-TA or APP-TA Min. 19/32-inch Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, SBS- W-21 plywood at max. Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TA -112.5 24-inch spans APP-TA Min. inch 32 ga., 1-5/8-inch diameter tin caps SBS-SA, APP- Polyglass Elastobase or Polyglass with 11 ga. annular ring shank nails. 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or W-22 plyw000dd aat t max. Elastobase Polywith of to surface poly p Note: Tin caps are to be rimed with P P equally spaced, staggered center rows q y P gg more APP-TA SA, SBS-TA or 112.5 24-inch spans ASTM D41 primer. APP-TA -- - ExtenorResea�chan 'Design�EC. aiiinity ER - LL-' - - - Evalua—tion ReportA42970.10:12=R2 for FL16027=R2 Certificate of Authorization #9503 6T" 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 7 of 26 TRINITY I ERD TABLE 1E-2: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASESHEET,' BONDED ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass Pol lass G2 Base, CertainTeed 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. , Glasbase, Firestone MB Base,1M Perma- Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- TA, APP-TA -52.5 24-inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 orTruFast MP-3 with TruFast HD center rows APP-TA W-2 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 TFast MP- or ru .. 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- Elastobase Poly with poly top surface 3 with Tru Fast HD o.c. in two, equally spaced, staggered SA SA, SBS-TA or -52.5" 24-inch spans P center rows , _ APP-TA W-3 Min. 19/32-inch plywood at max. P y 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- 24-inch spans Elastobase Poly Roofgrip #12 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 center rows APP-TA W-4 Min. 19/32-inch I wood at max. p y 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- 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 TABLE IF: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED; BONDED ROOF COVER System Deck Primer Roof Cover (Note 15) MDP Joint Treatment Base Ply Ply Cap Ply No. (Psf) W-5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 90.0 at max. 24-inch spans p APP-TA or APP-TA W 6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA 97.5 Exterior Research and Design, U.C. d/b/a Trinity I 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 Appendix 1, Page 8 of 26 V TRINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE I 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 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 6 1D Wood 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, 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 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 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 SA 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 CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 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 6B 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 61) 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 following notes apply to the systems outlined herein. 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. ➢ 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 manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu 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 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. E�cteriorResearchand=[ fgn fC=diti/a3tinity(ERD-- -- - - -- - -- --_ —=Evaluation-Re{roFrA429701lO0l2-R2=for-FL1602�R2 Certificate of Authorization #9503. 6T" 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 1 of 26 F¢ECEIVED - - - - - -- --- - - _ - - ST. Lucie County,i�ern'ittin9 TRINI 1 1y I ERD 4. Minimum 200 psi, minimum 2-inch thick lig eight 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 areas 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. ➢ 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. 7. 'Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya nu rate 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 LWCis 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. r Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 `' C;rtificate of Authorization #9503 6T" 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