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Home My WebLink AboutEVALUATION REPORT MODIFIED BITUMENT ROOF SYSTEMSI<<ad SCANNED BY St. Lude Coo* EXTERIOR RESEARCH & DESIGN, LLC.- Certificate of Authorization #9503 353 Christian Street, Unit 13 Oxford, CT 06478 (203) 262-9245 EVALUATION REPORT Tarco Roofing Evaluation Report T39820.12.11-R3 One Information Way, Suite 225 FL9487-R5 Little Rock, AR 72202 Date of Issuance: 12/09/2011 (254) 913-7750 Revision 3: 10/02/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 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`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: LeakBarrierO EasyStick'm Modified Bitumen Roof Systems LABELING: Labeling shall be `in accordance with the requirements of 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 I 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 "TRINITyI ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 3-page Appendix. Prepared by: o, — 1 — Robert J.M. Nieminen, P.E. The facimilie seal appearing was authorized by Robert Nieminen, P.E. S•....,: sG�. Florida Registration No. 59166, Florida DCA ANE1983 on 10/02/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. - 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity] ERD 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. 1 '� TP'uNiTY ER® ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyStick" Modified Bitumen Roof Systems, as produced by Tarco Roofing, have demonstrated compliance with the following sections of the 6th Edition (2017) 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. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.10.2 Physical Properties ASTM D226 2009 1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 3. REFERENCES: Entity Examination Reference Date PRI (TST5878) Physical Properties TOT-041-02-01 05/24/2006 ERD (TST6049) Wind - FM4470/4474 TAR-SC7960.01.16 01/31/2016 ERD (TST6049) Wind - FM4470/4474 TAR-SC5670.03.16 03/21/2016 ERD (TST6049) Wind - FM4470/4474 T6460.06.07-R2 05/26/2017 ERD (TST6049) Physical Properties T6470.08.07-R2 06/02/2017 UL (QUA1743) Quality Assurance Service Confirmation Exp. 06/28/2020 4. PRODUCT DESCRIPTION: This Evaluation Report covers LeakBarrier® EasyStickTM 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® EASYSTICKTM MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Type Grade Base Sheets: LeakBarrier° EasyLay'M ASTM D226 II N/A ® TM LeakBarrier EasyNailBase ASTM D4601 (published) II N/A Smooth Surfaced Membranes: LeakBarrier® EasyBase'M ASTM D6163 I S Granule surfaced Membranes: r LeakBarrier® EasyStick— ASTM D6164 I G Exterior Research and Design, I.I.C. Evaluation Report T39820.12.11-R3 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017 Page 2 of 4 5. 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 FBC HVHZ jurisdictions. 5.3 Fire classification does not form part of this Evaluation Report; refer to a current Approved 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 designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD.1, 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, 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 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 Roofing 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, LLC. Evaluation Report T39820.12.11-R3 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017 Page 3 of 4 `I- TRINrry ER®' 6. INSTALLATION: 6.1 EasyStick'" 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. 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 61G20-3 QA requirements. 9. 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, LLC. Evaluation Report T39820.12.11-113 Certificate of Authorization><9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017 Page 4 of 4 ` TRINITY ER® 1 ' 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 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 #12 or #14 HD with OMG 3 in. Galvalume Steel Plate (non -ribbed) or Tru-Fast DP or HD with Trufast 3" Metal Insulation 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 polyisocyanu rate, polystyrene, wood fiberboard, perlite or gypsum -based 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. 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 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. 5. 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 ANSI/SPRI FX-1 or Testing Application Stanard TAS 105. 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 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. 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 Trinity IERD Evaluation Report T39820.12.11-R3 for FL9487-RS Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 3: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBarrier® EasyStickTM Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 1 of 3 TABLE 1A: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear-Off)or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER' System Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover MOP Type Fasteners Attach Base Ply Ply Cap No. (Psf) W 1 Min. 15/32" plywood (Optional) One or more layers, Min. 3/8-inch SECUROCK Gypsum- at max. 24" spans any combination, loose laid Fiber Roof Board Note 2 1 per 1 ft2 P EasyBase Y (Optional) EasyBase EasyStick Plus -52.5 Min. plywood (Optional) One or more layers, Min. 2-inch ACFoam II, EnergyGuard W 2 x. 24" at max. 24" spans any combination, loose laid Pol iso, ENRGY 3, H-Shield, ISO 95+ Y Note 2 1 per 1 ft2 P EasyBase y (Optional) EasyBase EasyStick Plus -82.5 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 Deck (Note 1) Insulation Layer Base Sheet Roof Cover MDP No. Type Attach Type Fasteners Attach Base Ply Cap (Psf) W 3. Min. 15/32" plywood Any type, thickness or Loose laid EasyLay Note 2 10-inch o.c. in the min. 4-inch lap and 10-inch o.c. One or two plies, EasyStick Plus 60.0 at max. 24" spans P combination in two (2), equally spaced, staggered center rows EasyBase W 4 Min. 15/32" plywood Any type, thickness or Loose laid y EasY La Note 2 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in One or two plies, EasyStick Plus 135.0 at max. 24" spans combination four (4), equally spaced, staggered center rows EasyBase W-5. Min. 15/32" plywood Any type, thickness or Loose laid EasyNailBase Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in One or two plies, EasyStick Plus 135.0 at max. 24" spans combination four (4), equally spaced, staggered center rows EasyBase TABLE 10=1: WOOD DECKS— NEW CONSTRUCTION or REROOF (Tear -Off) °SYSTEIUI TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (nails), BONDED ROOF COVER System Deck (Note 1) Base Sheet Roof Cover MDP No. Type Fasteners Attach Base Ply Cap (psf) W 6. Min. 19/32" plywood EasyLay 12 ga. annular ring shank nails and min. 32 ga., 1-S/8" 7-inch o.c. in the 4-inch lap and 7-inch o.c. in three One or two plies, at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (3), equally spaced, staggered center rows EasyBase EasyStick Plus 60.0 W 7 Min. 15/32" plywood Eas La EasyLay Simplex MAXX Ca Fastener P P 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in One or two plies, EasyStick Plus 82.5 at max. 24" spans four (4), equally spaced, staggered center rows EasyBase 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 One or two plies, at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (4), equally spaced, staggered center rows EasyBase EasyStick Plus 120.0 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 One or two plies, EasyStick Plus 120.0 at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (5), equally spaced, staggered center rows EasyBase Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION LeakBarrier® EasyStick— Modified Bitumen Roof Systems; (254) 913-7750 Evaluation Report T39820.12.11-R3 for FL9487-RS Revision 3: 10/02/2017 - Appendix 1, Page 2 of 3 -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 Deck (Note 1) Base Sheet Roof Cover MDP No. Type Fasteners Attach Base Ply Cap (psf) W-10. Min. 15/32" plywood Easy Lay Note 2 10-inch o.c. in the min. 4-inch lap and 10-inch o.c. in two (2), equally spaced, One or two plies, at max. 24" spans staggered center rows EasyBase EasyStick Plus 60.0 W-11. Min. 15/32" plywood EasyLay Note 2 8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in four (4), equally spaced, One or two plies, at max. 24" spans P staggered center rows Eas Base y EasyStick Plus -135.0 W 12 Min. 15/32" plywood EasyNailBase Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4), equally spaced, One or two plies, P at max. 24' spansEasyBase staggered center rows EasyStick Plus 135.0 TABLE 1D: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE F:.BONDED ROOF, COVER System Deck (Note 1) Roof Cover MDP No. Type Joint Treatment Base Ply Ply Cap (psf) Min. 15/32" plywood W-13. at max. 24" s ans None (Optional) EasyBase (Optional) EasyBase EasyStick Plus 75.0 W-14. Min. 15/32" plywood Plywood joints are covered with 4-inch wide strips of EasyBase, rolled into at max. 24" spans place to create continuous bond. (Optional) EasyBase (Optional) EasyBase EasyStick Plus 120.0 Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report T39820.12.11-R3 for FL9487-R5 Certificate of Authorization #9503 67 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 3: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBarriero EasyStick— Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 3 of 3 Fief,, NEMO I etc. Certificate of Authorization #32455 IN 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY \ II January 1, 2018 11 RE: Certification of Independence, Florida F.A.C. Rule 61G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61G20-3: 1. NEMO ETC, LLC 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. NEMO ETC, LLC 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. Building Code Evaluations issued by NEMO I etc. and Robert Nieminen, P.E. are not, in any way, to be construed to mean or imply that NEMO I etc. or Robert Nieminen, P.E. are the Designer of Record for any project on which the Evaluation Report is/was used for permitting or design guidance unless retained specifically for that purpose on a given project. Please contact our office with any questions. Robert Nieminen, P.E. President Florida Reg. No. 59166 Email: robertnPnemoetc.com MEMO ETC, LLC CT: 353 Christian Street, Unit 13 Oxford, CT 06478 P: (203) 262-9245 F: (203) 262-9243 SC: 10 Mauney Court Columbia, SC 29201 P: (803) 988-8133 F: (803) 988-8111 I