The URL can be used to link to this page

Home My WebLink AboutEVALUATION REPORTSL ��l� St utle NO, TRINITY I ERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 RECEIVED JUN 24 2018 ST. Lucie County, Permitting EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report C40710.12.13-113 FL16709-R3 Date of Issuance: 12/02/2013 Revision 3: 01/26/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® Modified Bitumen Roof Systems LABELING: 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 IERD 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 4, plus 14-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 01/26/2016 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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 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 Trinity I 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. ��TRINITYJERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Flintlastic® Modified Bitumen Roof Systems, as produced by CertainTeed Corporation, 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. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6162 2000 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.11.2 Physical Properties ASTM D6509 2009 1519.11 Attachment Requirements RAS 117 1995 3. REFERENCES: Ent Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C10080.09.08 09/04/2008 ERD (TST6049) FM 4470/4474 C8370.08.08-R1 10/05/2009 ERD (TST6049) FM 4470/4474 C30310.12.09 12/17/2009 ERD (TST6049) FM 4470/4474 C30560.03.30 03/18/2010 ERD (TST6049) FM 4470/4474 3519.12.03-R1 04/15/2011 ERD (TST6049) Physical Properties C42110.08.12 08/13/2012 ERD (TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 FM (TST1867) FM 4470/4474 3048520 09/19/2013 MTI (TST2508) Physical properties DX08C4A 03/22/2004 MTI (TST2508) Physical properties DX20E3A 03/22/2004 MTI (TST2508) Physical properties DX20E3A-001 01/04/2006 MTI (TST2508) Physical properties AX31G8A 08/21/2008 MTI (TST2508) Physical properties AX31G8D 09/05/2008 MTI (TST2508) Physical properties AX31G8F 06/05/2009 MTI (TST2508) Physical properties AX21G8C 01/28/2011 PRI (TST5878) Physical Properties CTC-032-02-01 01/16/2008 PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC-066-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-068-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-070-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-071-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-093-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-116-02-01 04/03/2012 PRI (TST5878) Physical Properties CTC-183-02-01 10/04/2013 PRI (TST5878) Physical Properties CTC-259-02-01 12/11/2015 UL, LLC. (QUA9625) Quality Assurance Service Confirmation, R11656 Exp. 07/03/2017 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. Exterior Research and Design, LLC. Evaluation Report C40710.12.13-R3 Certif sate of Authorization #9503 FL16709-R3 Revision 3: 01/26/2016 Page 2 of 4 ��TRJNITYJERD TABLE 1: ROLL -GOODS FOR FLINTLASTIC® MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type S 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 Sheet Type IV ASTM D2178 N/A IV Flintglas Premium Ply Sheet Type VI 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 S I Flintlastic STA Plus ASTM D6222 S I Flintlastic GTA ASTM D6222 G I Flintlastic GTA CoolStarTM ASTM D6222 G I Flintlastic GTA-FR ASTM D6222 G I Flintlastic GTA-FR CoolStarTM ASTM D6222 G I Base/Ply Membranes (SBS) Flintlastic 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 I Flintlastic Ultra Glass SA ASTM D6163 S I Flintlastic Base 20 ASTM D6163 S I Flintlastic Base 20 T ASTM D6163 S I Flintlastic FR Base 20 T ASTM D6163 S I Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 S I PF 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 CoolStarTM ASTM D6163 G I Flintlastic FR Cap 30 ASTM D6163 G I Flintlastic FR Cap 30 CoolStarTM ASTM D6163 G I Flintlastic FR Cap 30 T ASTM D6163 G I Flintlastic FR Cap 30 T CoolStarTM ASTM D6163 G I Flintlastic SA Cap ASTM D6164 G I Flintlastic SA Cap CoolStarTM ASTM D6164 G I Flintlastic FR-P ASTM D6164 G I Flintlastic FR-P CoolStarTM ASTM D6164 G I Flintlastic GMS ASTM D6164 G I Flintlastic GMS CoolStarTM ASTM D6164 G I Flintlastic GTS ASTM D6164 G II Flintlastic GTS CoolStarTM ASTM D6164 G II Flintlastic GTS-FR ASTM D6164 G II Flintlastic GTS-FR CoolStarT" ASTM D6164 G II Flintlastic Premium FR-P ASTM D6164 G II Flintlastic Premium FR-P CoolStarTM ASTM D6164 G II Flintlastic Premium GMS ASTM D6164 G II Flintlastic Premium GMS CoolStarTM ASTM D6164 G II Exterior Research and Design, U.C. Certificate ojAotharization #9503 Evaluation Report C40710.12.13-R3 FL16709-R3 Revision 3: 01/26/2016 Page 3 of 4 v I RINITY ERD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, 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 Reportis notfor use in HVHZ jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 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 AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the Appendix tables via "N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. 5.7 For 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. 5.8 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. 5.9 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. 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. System listings are based on allowable wind loads per FBC 1609 and a 2 to 1 margin of safety per FBC 1504.9. 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: UL, LLC. — QUA9625; (414) 248-6409, karen.buchmann@us.ul.com - THE 14-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report C40710.12.13-R3 Certificate of Authorization #9503 FL16709-R3 Revision 3: 01/26/2016 Page 4 of 4 TRINITY ERD APPENDIX 1: ATtACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5 2 Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6-8 3 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 4 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-12 5 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-14 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, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CA requirements of F.A.C. Rule 61G2D- 3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 3. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This Is already addressed in the tables that follow via "N/A" reference if the baseline system is `Not Applicable" to Zone 1 design pressure requirements. S. For 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 305 or ANSI/SPRI FX-1. 6. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE A: CERTAINTEED FUNTLAsnc9 MODIRED BnUMEN.COMPONENTS & APPLICATION METHODS Reference Layer Material - Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Applied) Hot asphalt at 20-40lbs/square Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI 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-AA (SBS, Asphalt -Applied) Hot asphalt at 20-40lbs/square Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CooiStar, Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20 T; Flintlastic FR Base 20 T SBS-TA (SBS, Torch -Applied) Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Torch -Applied Cap Flintlastic FR Cap 30 T, Flintlastic FR Cap 30T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar, FlintClad Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization N9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 14 TRINITY I ERD TABLE (CONTINUED): CERTAINTEED FUNTIASTIC* MODIFIED BITUMEN COMPONENTS &APPLICATION MErHODS Reference layer Material Application APP-TA (APP, Torch -Applied) Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar, Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA (SBS, Seif-Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap 1 Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar B. "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. The following summary Is the basis for the attachment tables herein. Table B assumes a directionality factor Kd = 0.85, no topographical variations Kzt = 1.0, roof slope <7° for enclosed buildings, roof slope < 2.4' for open buildings and unobstructed Flow for open buildings, as defined In ASCE 7-10. TABLE B: ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STREss DESIGN, PASD(PSF) Exposure Enclosure Roof Height (it) Zone Ultimate Design Wind Speed - Van (mph)- FBC Figores 1609A,1609B or 1609C 120 130 140 ISO 160 170 ISO Open slope<2.4' O<h<30 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -85.5 unobstructed Row 30<h<40 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 2 -21.0 -24.7 -28.6 -32.9 -37.4 42.2 -47.3 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 B Enclosed 0<h<30 1 -15.5 -18.2 -21.1 1 -24.3 -27.6 -31.2 -34.9 2 -26.1 -30.6 -35.5 -40.7 46.3 -52.3 -58.6 3 -39.2 46.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope <7' 30<h<40 1 46.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 2 -28.3 -33.2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -66.5 -75.7 -85.5 -95.8 0 < h < 15 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 -34.6 2 -23.5 -27.6 -32.0 -36.8 -41.8 -47.2 -52.9 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 Open slope<2.4' 15<h<20 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 -36.6 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 3 -48.8 -57.3 -66.5 -76.3 -86.8 -98.0 409.9 C unobstructed flow 20<h<30 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -39.9 2 -27.1 -31.8 -36.9 -42.4 -48.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 30 < It<40 1 38.8 -22.1 -25.6 -29.4 -33.4 -37.8 2 -28.8 -33.8 -39.2 -4.1.0 -51.2 -57.8 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 -127.0 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-113 for FL16709-R3 Certificate of Authorization 89503 Revision 3: 01/26/2016 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 2 of 14 ' \t TRINITY I ERD TABLE B (CONTINUED): ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STREss DESIGN, PASO (PSF) Exposure Enclosure Roof Height (ft) tone Ultimate Design Wind Speed- V„ it(mph) 120 130 140 150 160 170 180 0 < h < 15 1 -18.9 -22.1 -25.7 -29.5 -33.5 -37.8 -42.4 2 -31.6 -37.1 -43.1 -49.4 -56.3 -63.5 -71.2 3 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 Enclosed 15 < h <20 1 -20.0 -23.4 -27.2 -31.2 -35.5 -40.1 -44.9 2 -33.5 -39.3 -45.6 -52.3 -59.6 -67.2 -75.4 3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2 -113.5 C slope <T 20 < h 430 1 -2L7 -25.5 -29.6 1 -34.0 -38.7 -43.6 48.9 2 -36.5 -42.8 -49.7 -57.0 -64.9 -73.2 -82.1 3 -54.9 -64.4 -74.7 -85.8 -97.6 -110.2 -123.5 30 < h 540 1 -23.1 -27.1 -31.4 -36.1 41.0 -46.3 -51.9 2 -38.7 -45.4 -52.7 -60.5 -68.8 -77.7 -87.1 3 -58.3 -68.4 -79.3 -91.0 -103.6 -116.9 -131.1 0 < h < 15 1 -18.6 -21.9 -25.4 -29.1 -33.1 -37.4 -41.9 2 -28.5 -33.5 -38.8 -44.5 -50.7 -57.2 -64.1 3 -55.9 -65.6 -76.1 -87.3 -99.4 -112.2 -125.8 Open slope<2.4• 15<h<20 1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2 -44.0 2 -29.9 -35.1 -40.7 -46.7 -53.1 -60.0 -67.3 3 -58.6 -68.8 -79.8 -91-6 -104.2 -117.6 -131.9 unobstructed flow 20 < h < 30 1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1 47.2 2 -32.1 -37.7 -43.7 -50.2 -57.1 -64.4 -72.2 3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3 -141.6 30 < h <40 1 -22.1 -25.9 -30.0 -34.5 -39.2 44.3 -49.7 2 -33.8 -39.6 -46.0 -52.8 -60.0 -67.8 -76.0 3 -66.2 -77.7 -90.1 -103.5 -117.7 -132.9 -149.0 D 0<h<15 1 -22.9 -26.8 -31.1 -35.7 -40.6 -45.9 -51.4 2 -38.3 -45.0 -52.2 -59.9 -68.2 -77.0 -86.3 3 -57.7 -67.7 -78.5 -90.2 -102.6 -115.8 -129.8 Enclosed 15 < h < 20 1 -24.0 -28.1 -32.6 -37.4 42.6 48.1 -53.9 2 40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4 -136.1 slope <7' 20 < It < 30 1 -25.7 -30.2 -35.0 40.2 1 -45.7 -51.6 -57.9 2 -43.2 -50.7 -58.8 -67.5 -76.8 -86.7 -97.2 3 -65.0 -76.3 -88.5 -301.5 -115.5 -130.4 -141:2 30 < It <40 1 -27.1 -31.8 -36.8 -42.3 -48.1 -54.3 '0.9 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 -80.2 -93.0 -106.8 -122.5 -137.2 -153.8 Exterior Research and Design, U.C. d/b/a TrinityIERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization 89503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 14 TRINITY I ERD TABLE 1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM N OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Anchor Sheet Base Insulation Top Insulation Roof Cover Attach System No. Deck (See Note 1) Type Fastener$ Type Attach Type Attach Base Ply Cap MDP (psf) At Lap Staggered Center Rows W I X Y Z SYSTEM DESCRIPNONWrrH ZONE I(FIELD AREA) ANCHOR SHEETATTACHMENT: W-1 Min. 19/32- Inch plywood; See Note 1 Glasbase, All Weather Empire, .Flexfglas Base, Poly SMS or Ultra Poly SMS 32 ga., 1-5/8• inch dia. tin caps with li ga. annular ring shank nails 3 8 3 8 Min. 1.5-Inch ACFoam 11, FIIntBoard I50, ENRGY-3, H-Shield or Multi -Max FA3 Hot asphalt, full coverage Min. 0.25•inch DensDeck primed with ASTM D41 primer or DensDeck Prime Hot asphalt, full coverage BP -AA, SBS-AA, SBS-TAPP-T or APP-TA (Optional) SBS-A, SBS-AA, SBS-TA or APPTA SBS-AA, S85-TA or APP-TA -52.5 SYSTEM W-1; ZONE 2 & 3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed — V n (mph) Exposure Enclosure Roof freight Zone 120 130 140 150 160 170 280. 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 Open 2-Perimeters 8 38 8 3 8 8 3 B 8 3 8 8 3 8 8 3 8 8 3 8 30 <h <40 — 3-Corners 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 6 4 6 7 5 7 B 2-Perimeters 8 3 a 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<30 3-Corners B. 3 - 8 8 3 8 7 3 7_ 6 3 6 7 4 7 6 4 6 7 5 7 Enclosed 2-Perimeters 8 3 8 8 3 8 8� 3 B 8 3 8 " 8 3 8 7 4 7 7 4 7 30<h<40 3-Comers 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 2-Perlmeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Comers 8 3 8 8 3 8 7 3 7 6 3 6 6, 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8- 8 3 8 8 3 8 8 3 8 8. 3 8 8 3 8 7 3 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 C Open 2-Perlmeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 20 <h <30 3-Corners 8 3 8 7 3 7 6 3 6' 6 4 6 7 5 7 6 5 6 N/A 30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 3-Comers 7 . 3• 7 6 3 6 7 4 7 6 4 1 6 1 6 '5 6 1 N/A N/A Exterior Research and Design, U.C. d/b/a Trinity E R D Evaluation Report C40710.12.13-R3 for FL36709-R3 Certificate of Authorization a9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 14 t TRINITY I ERD TABLE I (CONTINUED): WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH);X=MAXIMUM SIDE LAP FASTENER SPAONG(INCH O.C.), Y = MINIMUM # OF STAGGERED CENTER ROWS, Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-1, ZONE 2 & 3; PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: _ Ultimate Design Wind Speed— V„h (mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 170 1 180, X Y X Y 2 X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 0<h<15 3-Corners 8_ 3 rs 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 15<h<20 3-Corners 8 3 7 3 7 6 3 6., 7 4 7 7 5 7 6 5 6 N/A C Enclosed 2-Perimeters 8 3 8 3 8 8 - 3 8 7 3 7 6 3 6 7 4 7 6 4 6 20<h<30 3-Corners 7 3 7 7 1 3 7 7 4 7 6 4 6 6 5 6 N/A N/A 2-Perimeters 8 3 8 8 3 8 -8 3 8 7 3 7 -6 3 6 7 1 4 1 7 6 1 4 1 6 30<h<40 3-Comers 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 B 8 3 8 8 3 8 7 1 3 7 8 48 0<h<15 3-Corners 7 3 7 6 3 6 7 4 7 6 4 6 b 5 6 6 5 6 N/A 2-Perimeters B 3 8 8 3 8 8 3 8 8 3 8 7 1 3 7 7 3 7 8 4 8 15<h<20 3-Comers 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A Open 2-Perimeters '3 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 7 1 4 1 7 20<h<30 3-Corners 7 3. 7 7 4 7 6 4 6 6 5 6 N/A N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 8 5 8 30 <h <40 3-Comers 6 3 6 7 4 7 6 4 6 6 5 6 N/A' N/A N/A D 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 1 4 1 6 0<h<15 3-Corners 7 3 7 6 3 6 7 4 T 7 5 7 6 1 5 1 6 N/A N/A 2-Perimeters 8 3 B 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7 15ch<20 3-Corners 7 3 7 7 4 7 -6 4 6 7 5 7 N/A N/A Enclosed N/A 20<h530 2-Perimeters 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7_ 6 4 6 3-Comers 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 30 <h <40 2-Perimeters 8 3' 8 7 3 7 7 3 7 7 4 7 7 4 7 N/A 3-Comers b 3 6 7 4 7 7 5. 7 6 5 6 N/A, Exterior Research and Design, U.C. d/b/a Trinity HERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 14 ��TRJNITYJERD TABLE 2: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) SYSTEM DESCRIPTION WITH ZONE I (FIELD AREA) INSULATION ATTACHMENT: Min. 19/32-Inch (Optional) One or more layers, Min.1.5-inch ACFoam II, ENRGY 3, H- Flintfast 3 in. Insulation Pattern #1 (Optional) W 2 plywood; See Note 1 any combination, loose laid Shield, Multi -Max FA3 or FlintBoard ISO Plates with FlintFast #12 1 per 2 ftz SBS-SA SBS-SA SBS-SA -45.0 primed with FlintPrlme or FIIntPrime SA or#14 'INSULATION ATTACHMENT PATTERN REFERENCES: PATTERN #1: PATTERN #2: PATTERN #3: PATTERN #4: PATTERN #5: PATTERN #6: 1 per 2ftz 2per 1A5 ftz Iper 1.33 fe Iper 1.14 ftz 1per 1.00 ftz 1per 0.84 ftz r + + + to r-�®-� + + . + .+ .♦. ++ L+ + + . +++� ++++fi } + tt 3 A + + + LL sLL + + + + ®� • + $� aN + + + + ' $ ♦ + + + r ♦♦•. + +++� l m + + + + n I 1 J L^ L.p-1-!! I, � col° -►IEoN- �' r' -F' 1 -1 n®atrJ e L�- m l� 4 npacon 4i o @ tz• SYSTEM W-2; ZONE 1, 2 8:3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed - Van (mph) Exposure Enclosure (ft) Zone 120 130 140 150 1% 170 I80 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #1 #1 #1 O<h<30 3-Corners #1 #1 #2 #2 #4.' #5 #5 B Open 1-Field -. #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #1 #1 #2 30<h540 3-Corners #1 #2 #2 #3 #4 #5 #6 Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report C40710.12.13-R3 for FL16709-113 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 - Appendix 1, Page 6 of 14 W Z O N rl N m m .m �1 N a •i T Z rl S# T z R R z rl C #. S -Z z A ik Z E A z R R Z O N YI N ill N m '1 N m N` .y N� m m ei d' ID V A N Il1 a u O K C z E 0 ' 5 � I 9 a ? Q a N a k 3 m o z � G c.� W a N O N N '1 N N rl N T �-1 aa el N rl N OC O W O z 2 1 S RN.� V E O C a a W z ¢= ^'LLB+ u E .� E .i E E .i E a m a m~ 6 m a m a m~ 6 m a m a m a m N N N N N N N N N N 0 6 =s O = 5 vl VI vi VI LI VI vl VI LI VI V f •s — v v v v v v v v z 9 i W d a a c a 3 O W W N � a � N x O N Id -y n Y a w u a` Mw N k S Z 3C A Z � E Z # � Z tt a Z tt iC Z tC A Z Z ,d,�, O N '1 # N E Q Z rl E N E Z rl R m E Z U E a E Z N A T E Z N # ft E ^ Z N # ft E Z N tt tp E z Z O 0 W 2 O �-1 rl R N S. lD R ei R N S Z S N a Z ei # T E Z - A l0 R rl # V A ¢ Z N E �fl E Z N E ill R Z co 6 E z o r 5 N i 9 d z W n YI ei 10 N tD ei N # lD S S N E ei R N E ID S R m E 1p a ei R O E tD A ei R a E Z a k 3 m Z Q a o s z E •{. .y ' YI 'I ei. Y1 N.. t0 .-I N N ei 'N It1 ei N t0 ed T ��pp V }6 r N N S S S 3 A it S Th A # S ~S R R h R R K - s cc S W ft A ei R N # A 3 m # S u u ei A N S e}� aC. O C a ¢ F o ` '0 ` 9 n w =R E 0 .. E 0.� E u C ul IV T 1 m z a N N N N N Q K N N N =s z m ti n m v ry m v O }em}uu fu S x t� t� vl s vl t, LI LI LI 6 R' o m z 9 i N O 6 0 C O w 3 � w 0 N N 3 � n � O 0 ��TRINITYJERD TABLE 3: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH); X= MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y= MINIMUM R OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Insulation Layer(s) Base or Anchor Sheet Roof Cover Attach System No. Deck (See Note 1) Type Attach Base Fasteners Ply Cap MDP (psf) At Lap Staggered Center Rows(s) W X Y Z SYSTEM DESCRIPTION WrrH ZONE 1(FIELD AREA) BASE SHEETATTACHMENT: W-3 Min.15/32- Inch plywood; See Note 1 Min.1.S•inch, One or more layers, any Combination Prelim. Attach Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Flintfas[3 in. Insulation Plates with FlintFast H12 or N14 4 6 3 1 6 (Optional) BP -AA, SBS-AA, 5B5-TA or APp TA SBS-AA, SBS•TA or APP-TA •97.5 SYSTEM W-3; ZONE 2&3;.PERIMETER$ CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V.n (mph) Exposure Enclosure Roof `Height Zone '120 130 140 ISO 160, 170 IRO X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 6 3,. 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<30 3-Corners 6 3 6. 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Open' 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6, 3 6 30<h<40 3-Corners 6 3 6 6 3 6 .6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 B 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<30 3-Corners 6 3--, 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 " 0<h<15 3-Corners 6 3 6 6 3 6 6 3. 6 6 3 6 6 3 6 6 3 6 7 4 7 2-Perimeters 6 3 6- 6 3 6 6 3 6 6 3 6 -6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 j 6 6 3 6 1 6 3 6 6 3 6 7 4 7 C Open 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3.. 6 20<h<30 3-Corners 6, 3 6 6 3 6 6 3 6 6 3 6 6 3 6- 7 4 7 6 4 6 30<h<40 2-Perimeters 6. - 3 6 6 3 6 6 3 6 6 3 6 1 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 1 7 4 7 6 4 6 6 4 6 — Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization N9503 Revision 3: 01/26/2016 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 9 of 14 TRINITY I ERD TABLE 3 (CONTINUED): WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LIP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPAONG(INCH D.C.); Y = MINIMUM H OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH D.C.) SYSTEM W-3; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:' ' Ultimate Design Wind Speed — Vvx (mph) Exposure Enclosure RoofHeight Zone 120 130 140 ISO 160 170 Igo X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 6 3 6 6 3 6 6_ 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3-Corners 6. 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 2-Perimeters -6 - 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 . 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 C Enclosed 2-Perimeters 6 '3 6 6 3 6 6� 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 Open 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 3 b 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 5 6 2-Perimeters 6 3 .6 6 3 6 6 3. 6 6 3 6 6 3 6 6 3 6 6 3 6 30 <h <40 3-Comers 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 D 2-Perimeters 6 3 6 6 3 6 6' $ � 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 - 4 7 6 4 6 6 4 6 2-Perimeters 6 3 6 6 3 6 6 '3 6. 6 3 6 6 3 6 6 3 6 6 3 6 1s<n<zo 3-Corners 6 3 6 6 3 6 6 3- 6 6 3 6 6 4 6 6 4 6 6 5 6 Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners 6 8. 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 '6 5 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 30<hc40 3-Corners 6 3 6 6 1 3 6 6 3 6 6 4 6 6 4 6 6 5 6 6 1 5 6 Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization A9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 10 of 14 ��TRINITYJERD TABLE 4: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y = MINIMUM If OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System No. Deck (See Note 1) Base Fasteners Attachment Ply Cap MOP (psf) At Lap Staggered Center Row(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1' (FIELD AREA) BASE SHEET ATTACHMENT: W 4 Min. 19/32-Inch plywood; See Note 1 Flintlastic SA NailBase 32 ga., 1-5/8-Inch dia. tin caps with 11 ga, annular ring shank nails 2 8 3 8 (Optional) SBS- SA SB.S-SA -60.0 .SYSTEM W.4; ZONE 2'& 3; PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed —V„ x (mph) Exposure Enclosure Roo`Helght Zone 120 130 140' 150 160 270 290 .7 Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X. Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Comers 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30 <h <40 3-Corners 8 3 8 B 3 8 8' 3 8. 7 3 7 7 3 7 S 4 5 5 4 5 B 0<h<3o 2-Perimeters 8 3 8 B 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 Enclosed 30 <h <40 2-Perimeters '8 3 8 8 3 8 8 3 8, 8 3 8 8 3 8 8 3 8 8 3 8 3-CComers 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 0<h<15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 3-CComers 8 3 8 8 3 8 8 3 8 7 3 7 5 4 5 5 4 5 5 5 5 15<h<20 2-Perimeters . 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3, 8 3-CComers 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 5 5 5 C Open 20<h<30 2-Perimeters B 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 3-Corners 8 3 8 7 3 7 7 3 7 5 4 5 5 - 4 5 5 5 5 4 5 4 30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 3-Corners 8. 3 'a, 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization P9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 14 TRINITY I ERD TABLE 4 (CONTINUED): WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH); X= MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); ' Y= MINIMUM N OF STAGGERED CENTER ROWS: Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH D.C. SYSTEM W-4; ZONE 2&3,PERIMETER & CORNERAREA BASE SHEET ATTACHMENT:' Ultimate Design Wind Speed — V„R (mph) Exposure Enclosure Roof Height(ft) Zone 120 130 140 150 160 170 180 X Y Z X Y Z X V Z X Y Z X Y. Z X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<15 3-Corners 8 3' 8. 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 �8 3 8 7 3 7 5 3 5 15<h<20 3-Corners 8 '3 -8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 C Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 3 5 20<h<30 3-Comers 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 j 7 j 5 3 5 4 3 4 30<h<40 3-Comers 8 3 8 7 3 7 5 3 5 4 3 4 4 4 4 4 4 4 4 5 4 2-Perimeters 8 3 8: - 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 O<h<15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3• 8 8 3 8 5 3 5 15<h<20 3-Corners 8 3 - 8 7 3 7 6 4 6" 5 4 5 5 5 5 4 5 4 4 5 4 Open 2-Perimeters 8 3 8 8 3 8 B 3 8 8 3 8 8 3 8 6 3 6 6 4 6 20<h<30 3-Corners 8 3 8- 6 3 6 5 4 S 5 4 5 5 5' 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 30 <h <40 3-Corners 7 3 7 6 4 6 5 4 5 5 5 5 -4 5 4. 4 6 4 4 6 4 D 2-Perimeters 8 3 8 1 8 3 8 8' 3 8 8 3 8 1 7 3 7 5 3 5 4 3 4 0<h<15 3-Comers 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 4 2-Perlmeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2-Perimeters 8 8 S 8 3 8 8' 3 8:' 7 3 7 5 3 5 4 3 4 4 3 4 20<h<30 3-Comers 7 3 7- 5 3 5 4 3 4' 4 3 4 4 4 4 4 5 4 4 6 4 r3071,540 2-Perlmeters 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 1.4 3 4N/A 3-Corners 7 3 7 4 3 4 4 3 4 4 4 4 4 5 4 1 4 5 4 Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 14 TRINITY I ERD TABLE 5: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH);X= MAXIMUM SIDE LAP FASTENER SPACING (INCH O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System No. Deck (See Note 1) Base Fasteners Attachment Ply Cap MOP (psf) At Lap Staggered Center Row(s) W X Y Z SYSTEM DESCRIPTION WrTH ZONE 1(FIELD AREA) BASE SHEETATTACHMENT: ` W-5 Min. 19/32-inch plywood; See Note 1 Glasbase, Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMSBase; Yosemite 32 ga., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 4 8 3 8 BP -AA, SBS-AA, SBS-TA or APP- TA or APP, SBS-TA or APP TA -60.0 SYSTEM W-5; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — Vmr (mph) Exposure Enclosure Roof Height Zone `320 130 140 150 160 170 180 X 'Y- Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3. 8 8 3 8 8 3' 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Comers 8 3 8. 8 3 8 8 3 8- 8 3 8 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 & 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30 <h <40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 - B 2-Perimeters 8 3 8 8 3 8 8 3 8, 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Comers 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 6 3 6 4 3 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8- 8 3 8 8 3 8 8 3 8 7 3 7 30 <h <40 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 2-Perimeters 8 3 8 8 3 8 8 3 8 -- 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Comers 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 4 4 4 2-Perimeters 8 3 8. 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3-Corners 8. 3 B. 8 3 8 7 3 7 6 3 6 5. 4 5 5 4 5 4 5 4 C Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 .20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5. 5 5 5 4 5 4 2-Perimeters 8: 3 8 8 3 1 8 1 8 1 3 1 8 8 3 8 8 3 8 8 3 8 7 3 7 30 <h 540 3-Corners 8 3 8 7 3 1 7 1 6 1 3 1 6 5 4 5 5 5 1 5 1 4 5 4 4 5 4 Exterior Research and Design, U.C. d/b/a Trinity]ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 14 TRINITY J ERD TABLE 5 (CONTINUED): WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y= MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-5; ZONE 2 & 3: PERIMErER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V„ I, (mph) Exposure Enclosure Roof Height Zone 120, 130 140 150 160 170 180 X 7 Y Z X y Z X Y Z X Y Z X y Z X Y Z X Y Z - 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h 515 3-Corners 8 '3 8 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 15<h<20 8 3 8 8 3 8 7 3 7 6 3 6 4 3. 4 4 3 4 4 4 4 Lclosed3-Corners C C Enclosed ' 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 20 <h <30 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 4 j 5 4 2-Perimeters 8 '3 8 8 3 8 8 3 8_ 8 3 8 7' 3 7 6 3 6 5 3 5: 30<h <40 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 - 4 3 4 4 4 4 4 - 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<15 3-Comers 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 6 4 Open 2-Perimeters 8 3 - '8 8 3 8 8 3 8 8 3 8 8 -3 8 7 3 7 6 4 6 20 <h <30 3-Corners 7 3 7 6 3 6 5 4 5 5 4 5 5 6 5 4 6 4 4 6 -. 4 — 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 30<h<40 3-Corners 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 4 N/A D 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 0<h<15 3-Comers 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters '8 3 8 8 3 8 8 3 '8 8 3 8 1 7 3 7 6 3 6 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 4. 3 4 20<h 530 3-Comers 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 30 <h <40 N/A 3-Corners 7 3 7 6 3 6 4 3 4 4 4 4 4 5 4 4 5 4 Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R3 for FL16709-113 Certificate of Authorization #9503 Revision 3: 01/26/2016 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 14 of 14