The URL can be used to link to this page

Home My WebLink AboutEVALUATION REPORTr� TRINITY ;ERD SCANNED BY St. Lucie County EXTERIOR RESEARCH & DESIGN, L-C. Certificate of Authorization R9503 353 Christian Street Oxford, CT 06478 (203)262-9245 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3520.03.04-R20 20 Moores Road Malvern, PA 19355 (610)651-5847 FL2533-R19 Date of Issuance:09/19/2005 Revision 20: 09/14/2017 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 6" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® Modified Bitumen Roof Systems LABEUNG: 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 6, plus a 57-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The tamimile seal appearing was amborbed by Robert Nieminen, P.E. an 09/14/2017. Thbe not serve as an elednonloiN signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, L-C. 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, U.C. 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 TrinitylERD 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. �I I KINITY 1 ERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed Corporation published installation instructions and the Limitations / Conditions of Use herein. The following CertainTeed products make up the subject systems. TABLE 1: ROLL -GOODS FOR F(INTIASTICO MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Referen a Grade Type Base Sheets Flintlastic® SA NailBase ASTM D4601 N/A II Glasbase'" Base Sheet ASTM D4601 N/A II All Weather/Empire" Base ASTM D4601 N/A II Flexiglas' Base ASTM D4601 N/A II Flintlastic"" Base 20 ASTM D4601 N/A II Flintlastic Poly SMS Base Sheet ASTM D4601 N/A II Yosemite® Venting Base ASTM D4897 N/A II Ply Sheets Flintglas® Ply 4 ASTM D2178 . N/A IV Flintglas Premium Ply 6 ASTM D2178 N/A VI Base/Ply Membranes (APP) Flintlastic® APP Base T ASTM D6509 N/A N/A Flintlastic® STA ASTM D6222 S I Flintlastic® STA Plus ASTM D6222 S I Cap Membranes (APP) Flintlastic® STA ASTM D6222 5 1 Flintlastic® STA Plus ASTM D6222 S I Flintlastic® GTA ASTM D6222 G I Flintlastic® GTA CoolStar'" ASTM D6222 G I Flintlastic® GTA-FR ASTM D6222 G I Flintlastic® GTA-FR CoolStar'" ASTM D6222 G I Base/Ply Membranes (SBS) Flintlastic7 SA PlyBase ASTM D1970 N/A N/A Black Diamond® Base Sheet ASTM D1970 N/A N/A Flintlastic SA Mid Ply ASTM D6163 S 1 Flintlastic Ultra Glass SA ASTM D6163 5 I Flintlastic Base 20 ASTM D6163 5 I Flintlastic Base 20T ASTM D6163 S I Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 5 I Cap Membranes (SBS) • Flintlastic FR Dual Cap ASTM D6162 G I Flintlastic SA Cap FR ASTM D6163 G I Flintlastic SA''Cap FR CoolStar'" ASTM D6163 G I Flintlastic Cap 30 ASTM D6163 G I Flintlastic Cap 30 CoolStar" ASTM D6163 G I Flintlastic FR Cap 30 ASTM D6163 G I Flintlastic FR Cap 30 CoolStar'" ASTM D6163 G I Flintlastic FR Cap 30 T ASTM D6163 G I Flintlastic FR Cap 30 T CoolStar'" ASTM D6163 G I Flintlastic SA Cap 1 ASTM D6164 G I Flintlastic SA Cap CoolStar'" ASTM D6164 G I Flintlastic FR-P ASTM D6164 G I Flintlastic FR-P CoolStar— ASTM D6164 G I Flintlastic GMS ASTM D6164 G I Flintlastic ISMS CoolStar" ASTM D6164 G I Flintlastic GTS ASTM D6164 G II Flintlastic GTS CoolStar'" ASTM D6164 G II. Flintlastic GTS-FR ASTM D6164 G II Flintlastic GTS-FR CoolStar" ASTM D6164 G II Flintlastic Premium FR-P ASTM D6164 G II Flintlastic Premium FR-P CoolStar'" ASTM D6164 G II Exterior Research and Design, LLC. Evaluation Report 3520.03.04-R20 CertlProte ofAuthorBotlon Y9503 6EDITION (2017)FBC NON-HVHZ EVALUATION F12533-R19 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (6101 551-5847 Revision 20:09/14/2027 Page 4 of 6 �I TRINITY ERD S. LIMITATIONS: 5.1 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. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current LIL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -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. Zones 2 and 3 shall employ an attachment density desigped py a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, 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. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. . 5.9 For mechanically attached insulation or membrane over existing roof 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. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation,ithe existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Rqpfing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3520.03.04-R20 Certificate of Authorization 49503 6'vEDITION (2017)FBC NON-HVHZ EVALUATION FL2533-R19 CertainTeed Flintlastic" Modified Bitumen Roof Systems; (610) 651-5947 Revision 20: 09/14/2017 Page 5 of 6 �I I KINIIY J ERD 6. INSTALLATION: 6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation published installation instructions, subject to the Limitations / Conditions of Use herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 611320-3 OA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409, karen.buchmann@us.ul.com - THE 57-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3520.03.04-1120 Certificate of Authorization#9503 6'"EDITION(2017)Fat NON-HVHZ EVALUATION F12533-1119 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017 Page 6 of 6 SCANNED BY St. Lucie County APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND Table Deck Appli 11 TRINITY' ERD SA Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 SC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 1D Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet; Banded Roof Cover 10-12 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 SF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover- 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover • 38-39 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SO CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet; Bonded Roof Cover 47 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attache`U Insulation, Bonded Roof Cover 51 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks 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. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. • Steel Deck: OMG112 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate,.Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CIF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 TRINITY ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the OA 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. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates 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. D Hot asphalt (HA): Full coverage at 25-301bs/square ➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those, in the layer below. D 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 ox, ➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) ➢ ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. ➢ 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 polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP 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 maybe used as a drop -in for the equivalent thicker material listed in the table: ➢ Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) ➢ Ashland Pliodeck (A-PD)-@ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) D Dow INSTA-STIK quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-inch) ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 1.0-Inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psi (Min. 1.0-inch) ➢ OMG OhBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MOP -315.0 psf (Min. 0.5-inch ENRGY 3) ➢ OMG OlyBond 500 (OBS00): MDP -487.5 psf (Min. 0.5-Inch ACFoam II) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch) 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 WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. 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 s Zone 2/3'enhancements. 10. For assemblies with all components fully bonded in place, 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. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD "' Evaluation Report 3520.03.04-R20 for 112533-1139 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57 I TRINITY ' ERD 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 Concrete Deck or Recover Applications using System Type D, the insulation is Optional. 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 referencedr 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,....,,tie fnlln,. inu references for hnndad haw. my Or can sheet aoolications CERTAINTEED FUNTIASTIC® MODIFIED BRDMEN COMPONENTS & APPLICATION METHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 _ Hot asphalt at 20-401bs/square Ply One or more Flintglas Ply 4; Flintglas Premium Ply 6 (BBse.M Ply sheet;Asphalt-Applietl) BP_AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30- Inch grid pattern (Base. SpooAspWt-Applietl) BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-Inch diameter spots in grid pattern noted herein. (Base, Spot -Asphalt -Applied) Bp_AAq Base Yosemite Venting Base Hot asphalt in 9-Inch wide ribbons spaced as noted herein. (Base, stdp-Asphalt.Applietll BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane BP-CA3 Adhesive, beads spaced 6-inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base 59S-AA Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Hot as�.halt at 20-401bs/square ISBS, Asphalt-Applietll Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBond Brush or Karnak No. 81 Cold SBS-CA1 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Process Modified Bitumen Adhesive Brush fSB$,Cc1d-Appliedl Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Grade at 1 gal/square Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly5M5 Base ' 5BS.CA2 Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Henry #903 Adhesive at 1.5 gal/square. (SBs, Coltl-Applied) Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report 3520.03.04-R20 for F1.2533-1119 Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651.5947 Appendix 1, Page 3 of 57 I ERD TRINITY CERTAINTEED FUI ASVCO MODIFIED BnUMEN COMPONENTS&APPLICATION METHODS(CoMNUED) Reference Layer Material Application Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane 1$B$, Cold Applied) Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Adhesive, beads spaced 6-inch D.C. ' Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic PremiuM FR-P; Flintlastic Premium FR-P CoolStar; ' Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS-TA Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR; Ises. Torch -Applied) Flintlastic GTS-FR CoolStar, FlintClad Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP-TA Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR (APP, Torch-Appliedl CDDIStar SBS-SA-H Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering (585, Sell-Adhedna, Hybrid 5,tems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS-SA Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply (SBS,Self-Adheri,) Cap FlinHasticdA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 16. "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 TrinityI ERD Evaluation Report 3520.03.04-1120 for 112533-1119 Certificate of Authorization N9503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 4 of 57 'TRINITY ERD APPENDIX is ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page lA Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 lC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover _ 8-9 1E-2 Wood New. Reroof (Tear -Off) or Recover 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover - D - -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover - 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New. Reroof (Tear -OM E Non -Insulated. Mech. Attached Base Sheet. Bonded Roof Cover 41-44 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SO CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C 'Gypsum Reroof (Tear -Off) C ' Mech. Attached Insulation, Bonded Roof Cover — 51 6D Gvosum Reroof (Tear -OM E Non -Insulated. Mech. Attached Base Sheet. Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks 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. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: L Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3". Metal Insulation Plates or FlintFast 414 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14. with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3 Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturers published installation instructions. Exterior Research and Design, I.I.C. d/b/a Trinity H ERD - Evaluation Report 3520.03.04-R20 for F1.2533-1139 Certificate of Authorization #9503 hie EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20; 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastice Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 TRINITY I ERD TABLE lE-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEMTYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP Base Fasteners Attach Ply Cap No. (Note 1) (psf) Min. 19/32-inch plywood a[ Glasbase; Flexiglas; Flintlastic 32 ga.,1-S/8-inch dia. tin caps 8-inch o.c. at 4-inch la and 8-inch o.c. in three p SBS-SA-H SBS-AA, SBS-TA -52.5 W-61 max 24-inch spans Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (3), equally spaced, staggered center rows or APP-TA Poly SMS Base nails Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps 8-inch o.c. at 4-inch la and 8-inch o.c. in three P SBS-SA-H SBS-AA, SBS-TA -60.0 W 62 max 24-inch spans Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (3), equally spaced, staggered center rows or APP-TA Poly SMS Base nails Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps 6-inch o.c. at 4-inch la and 6-inch o.c. in four P SBS-SA- SBS-AA, SBS-TA W-63 max 24=inch spans Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (4), equally spaced, staggered center rows or APP-TA Poly SMS Base nails Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps 4-inch o.c. at 3-inch la and 4-inch o.c. in four P SBS-SA-H SBS-AA, SBS-TA -105.0 W-64 max 24-inch spans Base 2P Poly SMS Base; Ultra with 11 ga. annular ring shank (4)equally spaced, staggered center rows or APP TA Poly SMS Base nails CONVENTIONAL SYSEENLS: Min. 19/32-inch exterior grade Glasbase; Flexiglas; Flintlastic Base 20; All Weather /Empire 32 ga., 1-5/8-inch dia, tin caps 9-Inch o.c. at 4-Inch lap and 12-Inch o.c. in two BP -AA, SBS-AA, APP- 5B5-AA, SBS-TA -45.0 ' S am plywood at max. 24-inch spans Base; Poly SMS Base; Ultra Poly 'filth 11 ga. annular ring shank (2) equally spaced, staggered center rows TAS-7A or or APP-TA SMS Base; Yosemite nails Min. 15/32-inch exterior grade Glasbase; Flexiglas; Flintlastic (-inch-inch lap in two (Optional) BP- AA, SBS-AA, SBS- -45.0' W-66 plywood at max. 24-inch spans ease 20; All Weather/Empire Simplex MAXX Cap 2,e equally s (1 q Y Paced, staggered center rows TA or APP-TA or APP-,SBS-TA or APP-TA Base; Poly SMS Base; Yosemite W-67 Min. 15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9-inch a.c. at 2-inch lap and 18-inch ox. In two (Optional) APP- APP-TA -45.0" plywood at max. 24-inch spans (2), equally spaced, staggered center rows TA Glasbase; Flexiglas; Flintlastic (Optional) BP- Mln. 15/32-inch plywood at Base 20; All Weather /Empire Min.1-Inch long, 12 ga. Simplex 6-inch o.c. at 3-Inch lap and 6-inch a.c. in four AA SBS-AA, SBS- SBS-AA, SBS-TA -52.5 W 68 max 24-inch spans Base; Poly SMS Base; Ultra Poly Metal Cap Nails (4), equally spaced, staggered center rows TA• or APP-TA or APP TA SMS Base; Yosemite Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga.,1-5/8-inch dia. tin caps 8-inch o.c. at 4-inch lap and 8-inch o.c. in three BP -AA, SBS-AA, SBS-TA APP- SBS-AA, SBS-TA -52.5 W-69 max 24-inch spans Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank , , staggered center rows (3)equally spaced or TA or APP-TA Poly 5M5 Base; Yosemite nails Min.15/32-inch exterior grade Glasbase;'Flexiglas; Flintlastic (-inch-inch lap'andin (Optional) BP- AA SBS-AA, SBS- SBS-AA, SBS-TA -52.5 W-70 plywood at max. 24-inch spans Base 2 All Weather / Empire Simplex MAXX Cap rows (21, equally spaced, staggered center rows TA or APP TA or APP-TA gale; Poly SMS Base; Yosemite o W-71 Min. 15/32-inch exterior grade Flintlastic APP easel Simplex MAXXLap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two (Optional) APP- APP-TA -52.5 plywood at max. 24-inch spans (2), equally spaced, Staggered center rows TA Min. 19/32-Inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. tin caps 8-inch o.c. at 4-inch lap and 8-Inch o.c. in three BP -AA, SBS-AA, SBS-TA -60.0 -60.0 W-72 max 24-inch spans Ultra Base20;Base; with 13 ga. annular ring shank (3), equally spaced, staggered center rows orAPP- or APP TA or APP-TA ;Yosemit Poly SMS Base; Yosemite nails Exterior Research and Design, LLC. d/b/a Trinity I ERD - Evaluation Report 3520.03.04-R20 for F12533-1119 Certificate of Authorization #9503 6'x EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 57