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177 PINE ST ROOF20-0054 FL16709_R6_AE_2019_06_FINAL_ER_CERTAINTEED_MODBIT_FL16709-R6 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610) 651-5847 Evaluation Report C40710.12.13-R6 FL16709-R6 Date of Issuance: 12/02/2013 Revision 6: 06/20/2019 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO|etc. 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 “NEMO|etc. 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 06/20/2019. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 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 produ cts 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 NEMO|etc. 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. ROOF20-0054 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL16709-R6 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 6: 06/20/2019 Page 2 of 4 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 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 1507.11.2 Physical Properties ASTM D6162 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 1519.11 Attachment Requirements RAS 117 1995 3. REFERENCES: Entity 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 C30560.03.10 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 NEMO (TST6049) FM 4474 4L-CTR-18-002.09.18-2 09/21/2018 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 03/09/2017 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL16709-R6 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 6: 06/20/2019 Page 3 of 4 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 FLINTLASTIC® MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference 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 S I 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) 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® Ultra Poly SMS Base Sheet ASTM D6164 S 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® 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 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® GMS CoolStar™ ASTM D6164 G I 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 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL16709-R6 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 6: 06/20/2019 Page 4 of 4 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 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 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. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 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 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. 5.8 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 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). 5.9 All products in the roof assembly shall have quality assurance in accordance with FAC 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 - NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 14 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 polyisocyanurate, polystyrene, wood fiberboard, per lite or gypsum-based roof board that meets the QA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, Chapter 26, 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. 5. For existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional sha ll review the data for comparison to the minimum requirements for the s ystem. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 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 FLINTLASTIC® MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS REFERENCE LAYER MATERIAL APPLICATION BP-AA (Base and Ply sheets, Asphalt- Applied) Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 lbs/square Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI SBS-AA (SBS, Asphalt-Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS-TA (SBS, Torch-Applied) Base Flintlastic Base 20 T; Flintlastic FR Base 20 T Torch-Applied Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 14 TABLE A (CONTINUED): CERTAINTEED FLINTLASTIC® MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS 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, Self-Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self-Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 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. 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 (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609A, 1609B or 1609C 120 130 140 150 160 170 180 B Open slope < 2.4° unobstructed flow 0 < 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 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 Enclosed slope < 7° 0 < h < 30 1 -15.5 -18.2 -21.1 -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 30 < h < 40 1 -16.9 -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 C Open slope < 2.4° unobstructed flow 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 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 -109.9 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 < h < 40 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 2 -28.8 -33.8 -39.2 -45.0 -51.2 -57.8 -64.8 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 -127.0 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 14 TABLE B (CONTINUED): ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASD (PSF) Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) 120 130 140 150 160 170 180 C Enclosed slope < 7° 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 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 20 < h < 30 1 -21.7 -25.5 -29.6 -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 < 40 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 D Open slope < 2.4° unobstructed flow 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 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 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 Enclosed slope < 7° 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 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 20 < h < 30 1 -25.7 -30.2 -35.0 -40.2 -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 -101.5 -115.5 -130.4 -146.2 30 < h < 40 1 -27.1 -31.8 -36.8 -42.3 -48.1 -54.3 -60.9 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 -80.2 -93.0 -106.8 -121.5 -137.2 -153.8 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 14 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 O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) System No. Deck (See Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover MDP (psf) Type Fasteners Attach Type Attach Type Attach Base Ply Cap At Lap Staggered Center Rows W X Y Z SYSTEM DESCRIPTION WITH ZONE 1 (FIELD AREA) ANCHOR SHEET ATTACHMENT: W-1 Min. 19/32- inch plywood; See Note 1 Glasbase, All Weather Empire, Flexiglas Base, Poly SMS or Ultra Poly SMS 32 ga., 1-5/8- inch dia. tin caps with 11 ga. annular ring shank nails 3 8 3 8 Min. 1.5-inch ACFoam II, FlintBoard ISO, 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-TA or APP-TA (Optional) BP-AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -52.5 SYSTEM W-1; ZONE 2 & 3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z B Open 0 < h < 30 2-Perimeters 8 3 8 8 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 7 3 7 6 3 6 7 4 7 6 4 6 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-Corners 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 6 4 6 7 5 7 Enclosed 0 < h < 30 2-Perimeters 8 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 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 7 4 7 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 C Open 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-Corners 8 3 8 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 15 < h < 20 2-Perimeters 8 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 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 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-Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 5 of 14 TABLE 1 (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 SPACING (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: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z C Enclosed 0 < h < 15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 3-Corners 7 3 7 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A D Open 0 < h < 15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 3-Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 N/A 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 8 4 8 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 3-Corners 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A N/A 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 8 5 8 3-Corners 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A N/A Enclosed 0 < h < 15 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 15 < h < 20 2-Perimeters 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7 N/A 3-Corners 7 3 7 7 4 7 6 4 6 7 5 7 N/A N/A 20 < h < 30 2-Perimeters 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 3-Corners 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-Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 6 of 14 TABLE 2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (See Note 1) Base Insulation Layer Top Insulation Layer Roof Cover MDP (psf) Type Fasteners Attach Base Ply Cap SYSTEM DESCRIPTION WITH ZONE 1 (FIELD AREA) INSULATION ATTACHMENT: W-2 Min. 19/32-inch plywood; See Note 1 (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, FlintBoard ISO, H-Shield or FlintBoard ISO H primed with FlintPrime or FlintPrime SA Flintfast 3 in. Insulation Plates with FlintFast #12 or #14 Pattern #1 1 per 2 ft2 SBS-SA (Optional) SBS-SA SBS-SA -45.0 Note: Board and stress plates shall be primed with FlintPrime for all Zone 2 & 3 installations INSULATION ATTACHMENT PATTERN REFERENCES: PATTERN #1: 1 per 2 ft2 PATTERN #2: 1 per 1.45 ft2 PATTERN #3: 1 per 1.33 ft2 PATTERN #4: 1 per 1.14 ft2 PATTERN #5: 1 per 1 ft2 SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 B Open 0 < h < 30 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #1 #1 #1 3-Corners #1 #1 #2 #2 #4 #5 #5 30 < h < 40 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #1 #1 #2 3-Corners #1 #2 #2 #3 #4 #5 #5 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 7 of 14 TABLE 2 (CONTINUED): WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 B Enclosed 0 < h < 30 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #2 3-Corners #1 #2 #2 #3 #4 #5 #5 30 < h < 40 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #1 #2 #2 #4 #4 #5 #5 C Open 0 < h < 15 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #1 #2 #2 3-Corners #1 #2 #3 #4 #5 #5 N/A 15 < h < 20 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #2 #4 #5 #5 N/A N/A 20 < h < 30 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #3 #4 #5 #5 N/A N/A 30 < h < 40 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #5 #5 N/A N/A N/A Enclosed 0 < h < 15 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #2 #2 #3 #4 #5 #5 N/A 15 < h < 20 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #2 #2 #2 #4 #4 3-Corners #2 #2 #4 #5 #5 N/A N/A 20 < h < 30 1-Field #1 #1 #1 #1 #1 #1 #2 2-Perimeters #1 #1 #2 #2 #3 #4 #5 3-Corners #2 #3 #4 #5 N/A N/A N/A 30 < h < 40 1-Field #1 #1 #1 #1 #1 #2 #2 2-Perimeters #1 #2 #2 #3 #4 #5 #5 3-Corners #2 #4 #5 #5 N/A N/A N/A NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 8 of 14 TABLE 2 (CONTINUED): WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 D Open 0 < h < 15 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #4 #5 N/A N/A N/A 15 < h < 20 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #2 #2 #2 #4 3-Corners #2 #4 #5 #5 N/A N/A N/A 20 < h < 30 1-Field #1 #1 #1 #1 #1 #1 #2 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #3 #4 #5 N/A N/A N/A N/A 30 < h < 40 1-Field #1 #1 #1 #1 #1 #1 #2 2-Perimeters #1 #1 #2 #2 #3 #4 #4 3-Corners #4 #5 #5 N/A N/A N/A N/A Enclosed 0 < h < 15 1-Field #1 #1 #1 #1 #1 #2 #2 2-Perimeters #1 #1 #2 #2 #4 #5 #5 3-Corners #2 #4 #5 #5 N/A N/A N/A 15 < h < 20 1-Field #1 #1 #1 #1 #1 #2 #2 2-Perimeters #1 #2 #2 #3 #4 #5 #5 3-Corners #3 #4 #5 #5 N/A N/A N/A 20 < h < 30 1-Field #1 #1 #1 #1 #2 #2 #2 2-Perimeters #1 #2 #2 #4 #5 #5 #5 3-Corners #3 #5 #5 N/A N/A N/A N/A 30 < h < 40 1-Field #1 #1 #1 #1 #2 #2 #3 2-Perimeters #2 #2 #3 #4 #5 #5 N/A 3-Corners #4 #5 #5 N/A N/A N/A N/A NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 9 of 14 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 O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) System No. Deck (See Note 1) Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP (psf) Type Attach Base Fasteners Attach Ply Cap At Lap Staggered Center Rows(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1 (FIELD AREA) BASE SHEET ATTACHMENT: W-3 Min. 15/32- inch plywood; See Note 1 Min. 1.5-inch, One or more layers, any combination Prelim. Attach Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Flintfast 3 in. Insulation Plates with FlintFast #12 or #14 4 6 3 6 (Optional) BP-AA, SBS-AA, SBS-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: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z B Open 0 < h < 30 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30 < h < 40 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Enclosed 0 < h < 30 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30 < h < 40 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 C Open 0 < h < 15 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 15 < h < 20 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 20 < h < 30 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 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 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 10 of 14 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 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.) SYSTEM W-3; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z C Enclosed 0 < h < 15 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 15 < h < 20 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 20 < h < 30 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 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 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 D Open 0 < h < 15 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 15 < h < 20 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7 5 7 20 < h < 30 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 5 6 30 < h < 40 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 Enclosed 0 < h < 15 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 15 < h < 20 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 20 < h < 30 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 30 < h < 40 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 3-Corners 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 6 5 6 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 11 of 14 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 O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) System No. Deck (See Note 1) Base Sheet Roof Cover MDP (psf) Base Fasteners Attachment Ply Cap 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 SBS-SA -60.0 SYSTEM W-4; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z B Open 0 < h < 30 2-Perimeters 8 3 8 8 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 6 3 6 5 4 5 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-Corners 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 4 5 5 4 5 Enclosed 0 < h < 30 2-Perimeters 8 3 8 8 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 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-Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 C Open 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-Corners 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-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 5 5 5 20 < h < 30 2-Perimeters 8 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 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 12 of 14 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 O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-4; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z C Enclosed 0 < h < 15 2-Perimeters 8 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 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 3-Corners 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 5 3 5 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 3-Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 4 4 4 4 4 4 5 4 D Open 0 < h < 15 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 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 5 3 5 3-Corners 8 3 8 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 4 5 4 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 6 4 6 3-Corners 8 3 8 6 3 6 5 4 5 5 4 5 5 5 5 4 5 4 4 5 4 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 3-Corners 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 4 5 4 4 6 4 Enclosed 0 < h < 15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 3-Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 4 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 3-Corners 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 5 4 4 6 4 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 N/A 3-Corners 7 3 7 4 3 4 4 3 4 4 4 4 4 5 4 4 5 4 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 13 of 14 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.) System No. Deck (See Note 1) Base Sheet Roof Cover MDP (psf) Base Fasteners Attachment Ply Cap At Lap Staggered Center Row(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE 1 (FIELD AREA) BASE SHEET ATTACHMENT: W-5 Min. 19/32-inch plywood; See Note 1 Glasbase; Flexiglas; Flintlastic Base 20; All Weather / Empire Base; Poly SMS Base; Ultra Poly SMS Base; 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 SBS-AA, SBS-TA or APP-TA -60.0 SYSTEM W-5; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z B Open 0 < h < 30 2-Perimeters 8 3 8 8 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 6 3 6 5 4 5 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-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 Enclosed 0 < h < 30 2-Perimeters 8 3 8 8 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 7 3 7 6 3 6 6 3 6 4 3 4 30 < h < 40 2-Perimeters 8 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 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 C Open 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-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 4 4 4 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-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 20 < h < 30 2-Perimeters 8 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 6 3 6 5 3 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 7 3 7 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 5 4 NEMO|etc. NEMO ETC, LLC Evaluation Report C40710.12.13-R6 for FL16709-R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 06/20/2019 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 14 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 O.C.); Y = MINIMUM # OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-5; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed – Vult (mph) 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z C Enclosed 0 < h < 15 2-Perimeters 8 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 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 4 5 4 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 D Open 0 < h < 15 2-Perimeters 8 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 6 3 6 5 4 5 5 4 5 4 5 4 4 5 4 15 < h < 20 2-Perimeters 8 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 6 3 6 5 4 5 5 5 5 4 5 4 4 6 4 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 4 6 3-Corners 7 3 7 6 3 6 5 4 5 5 4 5 5 6 5 4 6 4 4 6 4 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 3-Corners 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 4 N/A Enclosed 0 < h < 15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 3-Corners 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 15 < h < 20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 20 < h < 30 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 3-Corners 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 4 6 4 30 < h < 40 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 N/A 3-Corners 7 3 7 6 3 6 4 3 4 4 4 4 4 5 4 4 5 4