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Home My WebLink AboutREVISIONOFFICE USE ONLY: FILED: REVISION FEE: 0 o L LOCATION/SITE ADDRESS: - F21M DETAILED DESCRIPTION OF REVISIONS: PERMIT # / S-6 el- — 0 RECEIPT# / 393 '7'7— NG & DEVELOPMENT SER �NG & CODE REGULATION DIVI 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.56�;� (772) 462.1553 .cam Qez-�,< CONTRACTOR INFORMATION: CATION FOR BUILDING I PROJECT INFORMATIO d P-00f STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRE CITY: A PHONE fl-lc)VA i- ki ST. LUCIE CO CERT. #: FAX: AYTIME: *7 7 2-- 2 6 > — 17 11 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DY SLCCC: 912. Revised 0613 ZIP: LOCATION/SITE ADDRESS: - F21M DETAILED DESCRIPTION OF REVISIONS: PERMIT # / S-6 el- — 0 RECEIPT# / 393 '7'7— NG & DEVELOPMENT SER �NG & CODE REGULATION DIVI 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.56�;� (772) 462.1553 .cam Qez-�,< CONTRACTOR INFORMATION: CATION FOR BUILDING I PROJECT INFORMATIO d P-00f STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRE CITY: A PHONE fl-lc)VA i- ki ST. LUCIE CO CERT. #: FAX: AYTIME: *7 7 2-- 2 6 > — 17 11 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DY SLCCC: 912. Revised 0613 ZIP: ,a _- � _. '� ,. . .s ��, �. _ . Florida Building Code Online Page 1 of 2 Fly( BCIS Home Log In I User Registration I Hot Topics Submit Surcharge ; Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida aarim; ProductApproval P r USER: Public User 6��.�mtkyAttn Product Approval Menu > Product or Application Search > Application List > Application Detail ''' FL # FL16027-R2 Application Type I Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz I david.ruiz@tribuiltmg.com I Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative I, C Richard Schurman Address/Phone/Email I 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE 10 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16027 R2 COI 2017 01 COI Nieminen.odf Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 Year 2008 2011 2011 2012 2011 https://www.floridabuilding.org/pr/Pr— app— dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 6/ 15/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 I FL # Model, Number or Name Description 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems I Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-R2.1)df Impact Resistant: N/A I Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The Design Pressure noted in this application Evaluation Reports refers to one system. Refer to ER Appendix for all systems FL16027 R2 AE 2017 09 FINAL ER TRI- and max. design pressures. 2.) Refer to ER Section 5 for BUILT MODBIT FL16027-R2.odf Limits of Use. I Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employerl Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact t e office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hgLe-. Product Approval Accepts: gge`_ t_ Credit Card Safe I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 6/ 15/2018 FA REVISION ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO LI NCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR �TRINITYJ� ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE I I Table Deck Application Type Description Page IA-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 SC CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 5D 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 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 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 polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, I.I.C. 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 Appendix 1, Page 1 of 26 TRINITY I ERD 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 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 Oly8ond 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 polyisocya n u 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 (013500): 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 ll) ➢ 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, LLC. d/b/a Trinity) ERD w -Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization k9503 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 2 of 26 'J • \f I RINITi 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 PI It SBS Granular Torch -Applied SBS-SA Base Ply TriBuilt SA SBS Base (SBS, Self -Adhering) Self -Adhering Cap P y Tr.B ap 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) Ply (Cap 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: s 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. VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A Option N 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 Tn uilt 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 Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Certificate of Authorization g9503 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 3 of 26 • • \l TRINITY I ERD TABLE IA-1: WOOD DECKS- NEW CONSTRUCTION OR 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 (Note 15) MDP No. (Note 1) Type 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,1M 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 a annular ringspaced, g ' p type II of iso- yp P y (homogeneous) or min. ( g ) 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) SBS-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- ammo Perma-Ply 28, Tmko 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 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 - - - - - or Polyglass tin caps with 12 four, equally BP -AA 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. 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) SBS-SA, inch plywood Polyglass Elastobase inch diameter inch o.c. in H-Shield, H= OSFA, atop (Optional) Additional OB500, One or APP-SA, W-4 at max. 24- or Polyglass tin caps with 12 four, equally Shield CG, fastener layers of base insulation CR-20 or SBS-SA more SBS- SBS-TA or -60.0* inch spans Elastobase Poly ga. annular ring spaced, Multi -Max FA3 rows, 7-inch M-OSFA SA or APP-TA shank nails staggered APP-TA center rows or ENRGY-3 oc 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 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 4 of 26 • • �I TRINITY I ERD TABLE 1A-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. Polyglass OMG Flat inch lap and 12- (Optional) FBC Dens Deck Prime, SECUROCK inch plywood plywood Elastobase or Bottom Plates inch in two, A Approved, Gypsum -Fiber Roof Board, (Optional) SBS-AA, SBS- W 5 max. Polyglass (square) with equally equally spaced, ASTM C1289, HA Min. 0.75-inch FescoBoard HA BP -AA BP -AA TA, APP-TA -60.0 in spans 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- OMG Flat inch lap and 12- inch plywood Elastobase or Bottom Plates inch o.c. in two, Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP- W-6 at max. 24- Polyglass (square) with equally spaced, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 inch spans Elastobase Roofgrip #12 staggered center type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA Poly 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 - Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP- No. Deck (Note i) Type Fasteners Attach Type Attach Base Ply__ - - Ply Cap Ply (psf) Min. 19/32-inch Min. 1.5-inch Dekfast Hex with - Min. 0.75-inch--` _- - --- (Optional if (Optional if using W-7 plywood at max. 24-inch P E_NR_GY 3, li-Shield-- - _ -Dekfast #T2 0� TruFast - 1 peg (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 Tru Fast DP 1.33 ftZ Structodek High Density Fiberboard BP -AA more BP -AA or APP-TA Roof Insulation APP-TA 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 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 t • ��TRINITYJERD TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover (Note 15) MDP No. Deck (Note 1) Layer (Psf) Type Fasteners Attach Base Ply Ply Cap Ply 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 yw One or more layers, Fiberboard Roof Insulation or min. 0.25- Steel Hex with 1 per 1.33 Z 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 ft BP -AA or APP-TA TA loose laid SECUROCK Gypsum -Fiber Roof Board (Optional) Dekfast Galvalume Min. 19/32-inch One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Steel Hex with 1 per 1.33 (Optional) One or more SBS-SA, APP-SA, SBS- W-9 plywood at max. any combination, Polytherm Dekfast #12 DP or ft2 SBS-SA SBS-SA or APP-TA TA or APP-TA 82.5 24-inch spans TruFast MP-3 with loose laid TruFast DP TABLE 113: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Type Attach Base Fasteners Attach Base Ply Cap Ply (psf) Polyglass Elastobase, Polyglass OMG Flat Bottom Plates Min. 19/32-inch 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. One or more layers, Prelim. 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 any combination Attached 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-il plywood at max. any combination Attached Elastobase Poly with poly top surface #14 orTruFast MP-3with-- inch-o.c. in two, equally spaced, - - SBS-TA or 52.5 * 24-inch spans TruFast HD staggered center rows - _SBS-SA ---- - 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 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. 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 * 24-inch spans staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-112 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 6 of 26 r • C] \l TRINITY I 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 Deck 1) Base Sheet Roof Cover (Note 15) MDP No. (Note Base Fasteners Attach Base Ply Cap Ply (psf) Min. 15inch W-14 plywoodd at at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA 45.0' inch spans equally spaced, staggered center rows APP-TA or APP-TA Min. 15/32-inch W-15 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 W-16 plywood at max. P 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, more BP -AA or SBS-AA, SBS- -60.0 24-inch spans Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows TA, APP-TA Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA W-17 Min. 19/32-inch at max. 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- plywood p 24-inch Elastobase Poly with poly top surface with 11 ga. annular ring shank nails equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -60.0 spans APP-TA APP-TA Min. 15/32-inch W-18 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA -90.0 inch spans equally spaced, staggered center rows APP-TA or APP-TA W-19 Min. 19/32-inch at max. 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- plywood p y 24-inch Elastobase Poly with poly top surface with 11 ga. annular ring shank nails. equally spaced, staggered center rows more SBS-SA or SA, SBS-TA or -97.5 spans APP-TA APP-TA Min. 15/32-inch W-20 plywood at max. 24- P Polyglass Elastobase yg Simplex MAXX Ca P P 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 ch equally spaced, staggered center rows APP-TA or APP-TA W-2-1 - - - Min. 19/32-inch -plywood at max: — Polyglass Elastobase-oc 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- 24-inch Elastobase Poly with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP TA 112.5 spans gpp_Tq Min. 19 32-inch / 32 ga., 1-5/8-inch diameter tin caps SBS-SA, APP- W-22 at max. 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 plywood 24-inch spans Elastobase Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-TA SA, SBS-TA or 112.5 ASTM D41 primer. APP-TA Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6' 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 7 of 26 t • V TRINITY J ERD TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (psf) 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.e. in two, equally spaced, staggered more BP -AA or SBS-AA, SBS- -52.5 24-inch spans Glasbase, Firestone MB Base, JM 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. Elastobase Poly with poly top surface 3 with TruFast HD O.C.in two, equally spaced, staggered SA SA, SBS-TA or -52.5* 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 (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 c .. 12-inch oin 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 TABLE 1F: WOOD DECKS -NEW CONSTRUCTION ORREROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER -System _ Roof Cover (Note 15) MDP No. _ - Deck------- - - — Primer _ IPSfJ _ --- Joint Treatment- --- -__^_- _Base Ply Ply Cap Ply W 5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SVSBS-TA - -- --- 90.0 at max. 24-inch spans APP-TA or APP-TA rW-6Min. 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 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 Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 0 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 8 of 26 �'s