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Home My WebLink AboutEVALUATION REPORT MODIFIED BITUMEN ROOF SYSTEMI EXTERIOR RESEARCH & DESIGN, LLC. SCAN NIEU Certificate of Authorization #9503 TRINITY ERD BY 353 Christian Street, Unit 13 Oxford, CT 06478 M. L1�de,�^1�,�d l�J ��ti, PHONE: (203) 262-9245 FAX: (203) 262-9243 EVAL,UATION REPORT Tarc Roofing Evaluation Report T39820.12.11-R2 -One formation Way, Suite 225 FL9487-114 Littl Rock, AR 72202 Date of Issuance: 12/09/2011 Revision 2: 12/17/2015 SLOP. This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of con ruction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use f the product under the Florida Building Code. The product described herein has been evaluated for compliance with the th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: LeakBarrier® EasyStick' Modified Bitumen Roof Systems LABILING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. Co TINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Qu lity Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Ev uation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report rel tive to updated Code requirements with each Code Cycle. AD" I ERTISEMENT: The Evaluation Report number .preceded by the words "TRINITY I ERD Evaluated" may be displayed in ad ertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. IN ad, 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. Evaluation Report consists of pages 1 through 3, plus a 3-page Appendix. ared by: t J.M. Nieminen, P.E. Registration No. 59166, Florida DCAANE1983 The facimille seal appearing was authorized by Robert Nieminen, P.E. on 12/17/2015. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client FICATION OF INDEPENDENCE: Exterior Research & Design, LLC. d/b/a Trinity 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. Exterior Research & Design, LLC. d/b/a .TrinityJERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 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. 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. This is a building code evaluation. Neither TrinityiERD 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. ST LUCIWCOUNTY BUILDINTHEE PLANS AND ALL P.ROP•OSED WORKREVDFASTENERS ARE SUBJECT i0 ANY C0�'i�tECTIOPIS ORATTACHMENTS FOR co EWED W REQUIRED 6-Y RUD I C-raC T ORS `�I IT ARE THE RESPONS�>S m OF 2L W SE. NECESUM IN ORDER TO THE CONTRACTOR OF RECORD PLANS D PER Iv T MUST BE KEPT ON J B OR C01Al�.pl f��l i�JI APPLI0l D� CODES. ) INSPECTION WILL E MADE 2. -,�TRINITYJERD SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyStick7m Modified Bitumen Roof Systems, as produced by Tarco Roofing, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property 1504.3.1 Wind 1504.7 Impact 1507.6.2 Physical Properties 1507.11.2 Physical Properties 1507.11.2 Physical Properties 3.11 REFERENCES: Enti Examination PRI (TST5878) Physical Properties ERD (TST6049) Physical Properties ERD (TST6049) Wind - FM4470/4474 ERD (TST6049) Wind - FM4470/4474 ERD (TST6049) Wind - FM4470/4474 UL (QUA1743) Quality Assurance Standard Year FM 4474 2004 FM 4470 1992 ASTM D226 2006 ASTM D6163 2000 ASTM D6164 2005 Reference Date TOT-041-02-01 05/24/2006 T6470.08.07-R1 08/30/2007 T6460.06.07-R1 10/09/2007 TAR-SC5670.14 12/03/2015 TAR-SC7960.15 12/03/2015 Service Confirmation Exp. 10/13/2017 PRODUCT DESCRIPTION: This Evaluation Report covers LeakBarrier® EasySticki" Modified' Bitumen Roof Systems installed in accordance with Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following products make up the subject systems. TABLE 1: ROLL -GOODS FOR LEAKBARRIER® EASYSTICK'"" MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Type Grade Base Sheets: LeakBarrier® Easyl-ay'' ASTM D226 II N/A LeakBarrierm EasyNailBase'"' ASTM D4601 (published) II N/A Smooth Surfaced Membranes: LeakBarrier® EasyBasel ASTM D6163 I S Granule Surfaced Membranes: I LeakBarrier® EasyStickTM' ASTM D6164 - I G 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 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. Exterior Research and Design, LLC. Certlflcate afAuthoriratton #9503 Evaluation Report T39820.12.11-112 FL9487-R4 Revision 2: 12/17/2015 Page 2 of 3 \I TRINITY ERD 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 AHJ. 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 1510. 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 designed by 'a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1- .29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1- 29 for Zone 2/3 enhancements. 5.8 For systems where all components are fully adhered, 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 TAS 105 or ANSI/SPRI FX-1. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the 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 ASTM E907, FM LPDS 1-52 or 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 AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or 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 RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule r61G20-3. INSTALLATION: 6.1 EasyStickTM' Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published installation instructions, subject to the Limitations / Conditions of Use noted 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. BUILDING PERMIT REQUIREMENTS: As required by the -Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: Underwriters Laboratories —QUA1743; (414) 248-6409; Karen.buchmann@us.ul.com - THE THREE (3) PAGES THAT FOLLOWS FORMS PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report T39820.12.11-112 Certificate of Authorization #9503 FL9487-114 Revision 2:12/17/2015 Page 3 of 3 ERD I APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2 1B Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2 1C-1 Wood New or Reroof (Tear -Off): E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 2 1C-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 3 1D Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 3 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 AHJ. 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 #12 or #14 HD with OMG 3 in. Galvalume Steel Plate or Tru-Fast DP or HD with MP-3 Plates. Minimum %-inch plywood penetration or minimum 1-inch wood plank embedment. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CA 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. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. S. For assemblies where all components are fully adhered, 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. 6. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 7. 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 AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report T39820.12.11-R2 for FL9487-R4 Certificate of Authorization #9503 Revision 2: 12/17/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 3 ERD TABLE 3A: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover MDP No. Deck (See Note 1) Base Insulation Layer (Psf) Type Fasteners Attach Base Ply Ply Cap W-1 Min. 15/32" plywood -(Optional) One or more layers, Min. 3/8-inch SECU ROCK Gypsum- See Note 2 1 per 1 ftz EasyBase (Optional) EasyBase EasyStick Plus -52.5 at max. 24" spans any combination, loose laid Fiber Roof Board - W 2. 32 Min. 15/32" plywood (Optional) One or more layers, Min. 2-inch ACFoam II, EnergyGuard Polyiso, ENRGY 3, H-Shield, ISO 95+ See Note 2 1 per 1 fta EasyBase (Optional) EasyBase EasyStick Plus -82.5 at max. spans any combination, loose. laid GL or Multi -Max FA3 TABLE 1B: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer Base Sheet Roof Cover MDP No. Deck (See Note 1) Type Attach Type Fasteners Attach Base Ply I Cap (Psf) W 3 Min. 15/32" plywood Any type, thickness or Loose laid EasyLay See Note 2 30-inch o.c. in the min. 4-inch lap and 10-inch o.c. EasyBase EasyStick Plus -60.0 at max. 24" spans combination in two (2), equally spaced, staggered center rows W 4 Min. 15/32" plywood Any type, thickness or Loose laid EasyLay See Note 2 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in EasyBase EasyStick Plus -135.0 at max. 24" spans combination four (4), equally spaced, staggered center rows W 5 Min. 15/32" plywood Any type, thickness or Loose laid EasyNailBase See Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in EasyBase EasyStick Plus 135.0 at max..24" spans combination four (4), equally spaced, staggered center rows TABLE 1C-1: WOOD DECKS— NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (nails), BONDED ROOF COVER System Base Sheet Roof Cover MDP Deck (See Note 1) No. Type Fasteners Attach Base Ply Cap (Psf) W-6. Min. 19/32" plywood EasyLay12 ga. annular ring shank nails and min. 32 ga., 1-5/8" 7-inch o.c. in the 4-inch lap and 7-inch'6.c. in three EasyBase EasyStick Plus 60.0 at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (3), equally spaced, staggered center rows W-7 Min. 15/32" plywood EasyLay Simplex MAXX Cap Fastener 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in EasyBase EasyStick Plus -82.5 at max. 24" spans four (4), equally spaced, staggered center rows W 8. Min. 15/32" plywood EasyLay 12 ga. annular ring shank nails and min. 32 ga., 1-5/8" 4-inch o.c. in the 4-inch lap and 4-inch o.c. in four EasyBase EasyStick Plus -120.0 at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (4), equally spaced, staggered center rows W 9' Min. 15/32" plywood EasyNailBase 12 ga. annular ring shank nails and min. 32 ga., 1-5/8" 4-inch o.c. in the 4-inch lap and 4-inch o.c. in five EasyBase EasyStick Plus 120.0 at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (5), equally spaced,. staggered center rows Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report T39820.12.11-R2 for FL9487-R4 Certificate of Authorization #9503 Revision 2: 12/17/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 3 ERD TABLE 1C-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (screws & plates), BONDED ROOF COVER System Base Sheet Roof Cover MDP No. Deck (See Note 1) Type Fasteners Attach Base Ply Cap (Psf) W-10. Min. 15/32" plywood EasyLay See Note 2. 10-inch o.c. in the min. 4-inch lap and 30-inch o.c. in two (2), equally spaced, EasyBase EasyStick Plus -60:0 at max. 24" spans staggered center rows W-il. Min. 15/32" plywood EasyLay See Note 2 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in four (4), equally spaced, EasyBase EasyStick Plus 135.0 at max. 24" spans staggered center rows W 12 Min. 15/32" plywood EasyNailBase See Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4), equally spaced, EasyBase EasyStick Plus -135.0 at max. 24" spans staggered center rows TABLE 1D: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) - SYSTEM TYPE F: BONDED ROOF COVER System Deck (See Note 1) Roof Cover MDP No. Type Joint Treatment. Base Ply Ply Cap (P5f) W-13. Min. plywood at max.x. 2424" spans " None (Optional) EasyBase (Optional) EasyBase EasyStick Plus -75.0 . MftM-Y � pfyv c P w od ' .[ s• c V ed w th 4;��chw ideid st�[i-ps f Eas 8ase,_[o led.into_ .s, 'o.,,...._'•:cam.-�m'�`"�=.- "' O olsa . "Base fT Base - ...11+}iNy c 1 -��mw a x4g5}Z�TSr pl ego creafe contiriuo siond. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report T39820.12.11-R2 for FL9487-R4 Certificate of Authorization #9503 Revision 2: 12/17/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 3