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759 Sailfish Dr ROOF20-0051 Mod Bit Flat RoofOWNER:ADDRESS:CITY:STATE:ZIP: BARTLEY LAWILDA 4424 ELLIPSE DR JACKSONVILLE FL 32246 COMPANY:ADDRESS:CITY:STATE:ZIP: Roofcrafters Roofing, LLC 12724 GranBay Parkway #410 Jacksonville FL 32258 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171236 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 759 SAILFISH DR ROOF NON SHINGLE MODIFIED BIT FLAT ROOF $5439.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $124.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 8/25/2020 PERMIT NUMBER ROOF20-0051 ISSUED: 8/25/2020 EXPIRES: 2/21/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 8/25/2020 PERMIT NUMBER ROOF20-0051 ISSUED: 8/25/2020 EXPIRES: 2/21/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $124.00 ROOF20-0051 Address: 759 SAILFISH DR APN: 171236 0000 $124.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R12952 $124.00 Printed: Tuesday, August 25, 2020 10:34 AM Date Paid: Tuesday, August 25, 2020 Paid By: Roofcrafters Roofing, LLC Pay Method: CREDIT CARD 356106104 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12952 ROOF20-0051 ROOF20-0051 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 Evaluation Report 01506.12.13-2-R17 FL16732-R16 Date of Issuance: 12/18/2013 Revision 17: 02/12/2020 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, High Velocity Hurricane Zone (HVHZ) sections noted herein. DESCRIPTION: GAF 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 6, plus a 101-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 02/12/2020. 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 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 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. ©2019 NEMO ETC, LLC ROOF20-0051 NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION FL16732-R16 GAF Modified Bitumen Roof Systems Revision 17: 02/12/2020 Page 2 of 6 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: GAF Modified Bitumen Roof Systems, as produced by GAF, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code, HVHZ 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 1523.6.2 Testing Requirements TAS 110 2000 TAS 110 System Performance TAS 114 2011 TAS 110 Physical Properties ASTM D2178 2004 TAS 110 Physical Properties ASTM D4601 2012 TAS 110 Physical Properties ASTM D4897 2009 TAS 110 Physicals ASTM D6162 2008 TAS 110 Physicals ASTM D6163 2008 TAS 110 Physicals ASTM D6164 2011 1507.11.2 Physicals ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date Entity Examination Reference Date ACRC (TST4671) TAS 114 ACRC 06-041 11/10/2006 FM (TST1867) FM 4470/4474 3036960 11/30/2010 ACRC (TST4671) TAS 114 ACRC 06-042 11/14/2006 FM (TST1867) FM 4470/4474 797-06129-267 01/13/2011 ACRC (TST4671) TAS 114 ACRC 06-043 11/16/2006 FM (TST1867) FM 4470/4474 797-06177-267 03/16/2011 ACRC (TST4671) TAS 114 ACRC 006-044 11/16/2006 FM (TST1867) FM 4470/4474 797-06540-267 06/21/2011 ACRC (TST4671) TAS 114 ACRC 06-048 12/21/2006 FM (TST1867) FM 4470/4474 797-06800-267 09/29/2011 ACRC (TST4671) TAS 114 ACRC 06-049 12/22/2006 FM (TST1867) FM 4470/4474 797-07038-267 01/10/2012 ACRC (TST4671) TAS 114 ACRC 06-050 12/28/2006 FM (TST1867) FM 4470/4474 797-07073-267 01/19/2012 ACRC (TST4671) TAS 114 ACRC 07-006 01/17/2007 FM (TST1867) FM 4470/4474 3038128 07/26/2010 ACRC (TST4671) TAS 114 ACRC 07-018 04/20/2007 FM (TST1867) FM 4470/4474 3040738 11/16/2010 ACRC (TST4671) TAS 114 ACRC 07-028 05/08/2007 FM (TST1867) FM 4470/4474 3041535 06/08/2011 ACRC (TST4671) TAS 114 ACRC 07-030 05/09/2007 FM (TST1867) FM 4470/4474 3044688 03/01/2012 ACRC (TST4671) TAS 114 ACRC 07-032 05/10/2007 FM (TST1867) FM 4470/4474 797-07198-267 03/01/2012 ACRC (TST4671) TAS 114 ACRC 07-033 05/10/2007 FM (TST1867) FM 4470/4474 3044688 (Re-Issue) 03/16/2012 ACRC (TST4671) TAS 114 ACRC 07-041 08/31/2007 FM (TST1867) FM 4470/4474 3044541 04/04/2012 ACRC (TST4671) TAS 114 ACRC 07-044 09/05/2007 FM (TST1867) FM 4470/4474 3044862 05/11/2012 ACRC (TST4671) TAS 114 ACRC 07-047 09/07/2007 FM (TST1867) FM 4470/4474 3043900 08/16/2012 ACRC (TST4671) TAS 114 ACRC 07-081 01/10/2008 FM (TST1867) FM 4470/4474 3046280 08/22/2012 ACRC (TST4671) TAS 114 ACRC 07-082 01/11/2008 FM (TST1867) FM 4470/4474 3046388 09/24/2012 ACRC (TST4671) TAS 114 ACRC 08-024 04/18/2008 FM (TST1867) FM 4470/4474 3041769 09/27/2012 ACRC (TST4671) TAS 114 ACRC 08-034 05/19/2008 FM (TST1867) FM 4470/4474 3046403 09/28/2012 ACRC (TST4671) TAS 114 ACRC 08-044 07/01/2008 FM (TST1867) FM 4470/4474 3046054 12/21/2012 ACRC (TST4671) TAS 114 ACRC 11-043 08/08/2011 FM (TST1867) FM 4470/4474 3046081 02/13/2013 ACRC (TST4671) TAS 114 ACRC 11-046 08/09/2011 FM (TST1867) FM 4470/4474 797-08216-267 04/11/2013 ACRC (TST4671) TAS 114 ACRC 11-048 08/10/2011 FM (TST1867) FM 4470/4474 3048122 04/29/2013 ACRC (TST4671) TAS 114 ACRC 11-049 08/10/2011 FM (TST1867) FM 4470/4474 3047104 05/10/2013 ACRC (TST4671) TAS 114 ACRC 11-050 08/11/2011 FM (TST1867) FM 4470/4474 797-08263-267 05/23/2013 ACRC (TST4671) TAS 114 ACRC 11-051 08/11/2011 FM (TST1867) FM 4470/4474 797-08264-267 05/23/2013 ACRC (TST4671) TAS 114 ACRC 11-052 08/12/2011 FM (TST1867) FM 4470/4474 3047237 07/15/2013 ACRC (TST4671) TAS 114 ACRC 11-053 08/17/2011 FM (TST1867) FM 4470/4474 797-08670-267 09/16/2013 ACRC (TST4671) TAS 114 ACRC 11-054 08/17/2011 FM (TST1867) FM 4470/4474 797-08873-267 11/26/2013 ACRC (TST4671) TAS 114 ACRC 12-015 04/24/2012 FM (TST1867) FM 4470/4474 3048871 12/11/2013 ACRC (TST4671) TAS 114 ACRC 12-026 05/10/2012 FM (TST1867) FM 4470/4474 3048066 12/13/2013 ACRC (TST4671) TAS 114 ACRC 12-034 08/10/2012 FM (TST1867) FM 4470/4474 797-09016-267 12/17/2013 ACRC (TST4671) TAS 114 ACRC 12-035 08/13/2012 FM (TST1867) FM 4470/4474 3048496 12/19/2013 ACRC (TST4671) TAS 114 ACRC 16-002 03/04/2016 FM (TST1867) FM 4470/4474 3049601 01/29/2014 ERD (TST6049) TAS 114/FM4474 01880.09.03 09/10/2003 FM (TST1867) FM 4470/4474 797-09984-267 10/28/2014 ERD (TST6049) TAS 114/FM4474 01516.04.06 04/20/2006 FM (TST1867) FM 4470/4474 797-09987-267 10/28/2014 ERD (TST6049) TAS 114/FM4474 4482.10.97-1 12/02/2006 FM (TST1867) FM 4470/4474 797-10017-267 11/06/2014 ERD (TST6049) TAS 114/FM4474 G4280LAB.10.06-R1 12/06/2007 FM (TST1867) FM 4470/4474 RR205568 06/15/2016 ERD (TST6049) Physical Properties G6850.08.08-1 08/29/2008 FM (TST1867) FM 4470/4474 RR205474 08/31/2016 NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION FL16732-R16 GAF Modified Bitumen Roof Systems Revision 17: 02/12/2020 Page 3 of 6 Entity Examination Reference Date Entity Examination Reference Date ERD (TST6049) Physical Properties G6850.10.08 10/06/2008 FM (TST1867) FM 4470 / 4474 3058483 12/09/2016 ERD (TST6049) Physical Properties G6850.11.08 11/05/2008 FM (TST1867) FM 4470 / 4474 RR208244 02/02/2017 ERD (TST6049) Physical Properties G12210.06.09 08/03/2009 FM (TST1867) FM 4470 / 4474 RR208306 02/02/2017 ERD (TST6049) Physical Properties G12210.01.10 01/08/2010 FM (TST1867) FM 4470 / 4474 RR208456 02/13/2017 ERD (TST6049) ASTM D6163 (GA) G34140.04.11-2 04/25/2011 FM (TST1867) FM 4470 / 4474 3062588 (PLA) 08/01/2017 ERD (TST6049) TAS 114/FM4474 G36780.07.11-R1 07/18/2011 FM (TST1867) FM 4470 / 4474 Letter 02/13/2018 ERD (TST6049) Physical Properties G43190.11.13-1 11/15/2013 FM (TST1867) FM 4470 / 4474 3061784 07/25/2018 ERD (TST6049) Physical Properties G40630.01.14-1 01/06/2014 FM (TST1867) FM 4470 / 4474 3055904 10/25/2018 ERD (TST6049) Physical Properties G40630.01.14-2A 01/07/2014 FM (TST1867) FM 4470 / 4474 RR215191-267 11/07/2018 ERD (TST6049) Physical Properties G40630.01.14-2C 01/07/2014 IRT (TST7408) TAS 114 00001 03/30/2000 ERD (TST6049) Physical Properties G43180.01.14-1 01/10/2014 IRT (TST7408) TAS 114 00002 03/30/2000 ERD (TST6049) ASTM D6222 (IN) G43180.03.14 03/03/2014 IRT (TST7408) TAS 114 01-039 01/24/2002 ERD (TST6049) ASTM D6164 (CA) G40630.03.14 03/06/2014 IRT (TST7408) TAS 114 02-005 01/24/2002 ERD (TST6049) ASTM D6222 (CA) G43190.03.14-1 03/06/2014 IRT (TST7408) TAS 114 02-014 03/26/2002 ERD (TST6049) ASTM D6222 (CA) G43190.03.14-2 03/06/2014 IRT (TST7408) TAS 114 03-003 04/21/2003 ERD (TST6049) Physical Properties G40630.01.14-2A-1-R1 04/10/2014 IRT (TST7408) TAS 114 03-004 04/21/2003 ERD (TST6049) ASTM D6222 (GA) G43190.05.14-R1 05/20/2014 IRT (TST7408) TAS 114 04-008 01/26/2004 ERD (TST6049) ASTM D6163 (CA) G46160.09.14-2A 09/09/2014 FM (TST1867) FM 4470 PR452971 (LTR) 07/23/2019 ERD (TST6049) ASTM D6164 (GA) G46160.09.14-3B 09/09/2014 ITS (TST1558) TAS 114 H9486.03-109-18 09/17/2018 ERD (TST6049) ASTM D6164 (GA) G46160.09.14-3C 09/09/2014 ITS (TST1558) TAS 114 H9486.04-109-18 09/17/2018 ERD (TST6049) ASTM D6164 (GA) G46160.12.14-3E 12/29/2014 M-D (CER1592) TAS 114 13-0617.20 09/05/2013 ERD (TST6049) ASTM D6164 (GA) G40630.01.14-2B-R1 01/16/2015 M-D (CER1592) TAS 114 13-0307.02 09/26/2013 ERD (TST6049) ASTM D6163 (GA) G46160.03.15 03/11/2015 M-D (CER1592) TAS 114 13-1007.09 01/30/2014 ERD (TST6049) ASTM D6163 (IL) GAF-SC8670.10.15-1A 10/29/2015 MTI (TST2508) Physical Properties AX04C9A 06/05/2009 ERD (TST6049) TAS 114/FM4474 SC8580.11.15-3 11/09/2015 MTI (TST2508) Physical Properties RX30C9C 07/09/2009 ERD (TST6049) TAS 114/FM4474 SC8580.01.16-1 01/20/2016 NEMO (TST6049) ASTM D6163 4-GAF-18-001.07.18 07/31/2018 ERD (TST6049) ASTM D4601 (GA) GAF-SC13285.03.17-2 02/08/2017 NEMO (TST6049) ASTM D6163 (GA) 4S-GAF-18-001.11.18 11/06/2018 ERD (TST6049) ASTM D6163 (GA) G46160.02.15-2d-1 02/09/2017 NEMO (TST6049) ASTM D6222 (GA) G30250.02.10-2-R1 11/07/2018 ERD (TST6049) Physical Properties GAF-SC13285.03.17-4 03/01/2017 NEMO (TST6049) ASTM D6164 (GA) G31360.03.10-R1 11/07/2018 ERD (TST6049) Physical Properties GAF-SC13285.03.17-1 03/08/2017 NEMO (TST6049) ASTM D6164 (CA) G33470.01.11-R1 11/07/2018 ERD (TST6049) ASTM D6164 (GA) GAF-SC13285.03.17-5 03/23/2017 NEMO (TST6049) ASTM D6163 (GA) G34140.04.11-2-R1 11/07/2018 ERD (TST6049) Physical Properties GAF-SC13105.03.17-R1 04/04/2017 NEMO (TST6049) ASTM D6222 (GA) G40620.07.12-2-R1 11/07/2018 ERD (TST6049) Physical Properties GAF-SC13285.03.17-5 05/23/2017 NEMO (TST6049) ASTM D6164 (CA) G6850.08.08-R2 11/20/2018 ERD (TST6049) Physical Properties GAF-SC15710.12.17-2 12/31/2017 NEMO (TST6049) ASTM D2178 (GA) 4S-GAF-18-001.01.19-1 01/02/2019 ERD (TST6049) Physical Properties GAF-SC16440.12.17 12/31/2017 NEMO (TST6049) ASTM D6222 (IN) 4S-GAF-18-001.03.19.A 03/13/2019 ERD (TST6049) TAS 114/FM4474 GAF-SC16825.12.17-1 12/31/2017 NEMO (TST6049) ASTM D6164 (AR) 4q-GAF-19-SSMBB-01A 04/08/2019 F-TEC (TST7393) TAS 114 08-050187 04/28/2008 NEMO (TST6049) ASTM D6163 (AR) 4q-GAF-19-SSMBB-02A 04/08/2019 F-TEC (TST7393) TAS 114 08-050188 04/28/2008 NEMO (TST6049) TAS 114 4L-GAF-18-002.05.19.A 05/29/2019 F-TEC (TST7393) TAS 114 08-070077 07/25/2008 PRI (TST5878) Physical Properties GAF-027-02-01 03/26/2002 F-TEC (TST7393) TAS 114 08-070084 07/25/2008 PRI (TST5878) FM 4470/4474 GAF-434-02-01 09/16/2013 F-TEC (TST7393) TAS 114 08-050181R 04/01/2009 PRI (TST5878) FM 4470/4474 GAF-434-02-03 09/16/2013 F-TEC (TST7393) TAS 114 08-050186 10/14/2008 PRI (TST5878) FM 4470/4474 GAF-434-02-04 09/16/2013 F-TEC (TST7393) TAS 114 08-070126 10/14/2008 PRI (TST5878) FM 4470/4474 GAF-436-02-02 03/06/2014 F-TEC (TST7393) TAS 114 08-070122 10/14/2008 PRI (TST5878) FM 4470/4474 GAF-436-02-03 03/06/2014 F-TEC (TST7393) TAS 114 08-070127 10/14/2008 PRI (TST5878) FM 4470/4474 GAF-436-02-04 03/06/2014 F-TEC (TST7393) TAS 114 08-080077 11/17/2008 PRI (TST5878) FM 4470/4474 GAF-436-02-05 03/06/2014 FM (TST1867) FM 4470 1B9A8.AM 09/04/1997 PRI (TST5878) FM 4470/4474 GAF-436-02-08 03/06/2014 FM (TST1867) FM 4470 3007500 06/15/2000 PRI (TST5878) FM 4470/4474 GAF-436-02-09 03/06/2014 FM (TST1867) FM 4470 3005640 11/09/2000 PRI (TST5878) FM 4470/4474 GAF-549-02-01 08/08/2014 FM (TST1867) FM 4470 3008178 12/27/2000 PRI (TST5878) FM 4470/4474 GAF-549-02-02 08/08/2014 FM (TST1867) FM 4470 3010215 03/01/2001 PRI (TST5878) FM 4470/4474 GAF-559-02-01 10/16/2014 FM (TST1867) FM 4470 3009788 03/28/2001 PRI (TST5878) FM 4470/4474 GAF-559-02-05 10/16/2014 FM (TST1867) FM 4470 3011140 08/14/2001 PRI (TST5878) FM 4470/4474 GAF-559-02-06 10/16/2014 FM (TST1867) FM 4470 3013614 05/06/2002 PRI (TST5878) FM 4470/4474 GAF-559-02-07 10/16/2014 FM (TST1867) FM 4470 3013788 01/10/2003 PRI (TST5878) Criticality GAF-559-02-08 10/16/2014 FM (TST1867) FM 4470 3014547 05/22/2003 PRI (TST5878) FM 4470/4474 GAF-559-02-09 10/16/2014 FM (TST1867) FM 4470 3014692 08/05/2003 PRI (TST5878) FM 4470/4474 GAF-559-02-11 10/16/2014 FM (TST1867) FM 4470 3014960 03/05/2004 PRI (TST5878) FM 4470/4474 GAF-559-02-12 10/16/2014 FM (TST1867) FM 4470/4474 3017250 04/05/2004 PRI (TST5878) FM 4470/4474 GAF-559-02-13 10/16/2014 FM (TST1867) FM 4470/4474 3022139 05/26/2005 PRI (TST5878) FM 4470/4474 GAF-559-02-14 10/16/2014 FM (TST1867) FM 4470/4474 3022508 07/20/2005 PRI (TST5878) FM 4470/4474 GAF-559-02-15 10/16/2014 FM (TST1867) FM 4470/4474 3025023 12/14/2005 PRI (TST5878) FM 4470/4474 GAF-559-02-16 10/16/2014 FM (TST1867) FM 4470/4474 797-02095-267 04/26/2006 PRI (TST5878) FM 4470/4474 GAF-559-02-17 10/16/2014 FM (TST1867) FM 4470/4474 3023458 07/18/2006 PRI (TST5878) FM 4470/4474 GAF-559-02-18 10/16/2014 FM (TST1867) FM 4470/4474 3028039 09/11/2006 PRI (TST5878) FM 4470/4474 GAF-559-02-04-R1 03/04/2015 FM (TST1867) FM 4470/4474 3024805 11/20/2006 PRI (TST5878) FM 4470/4474 GAF-559-02-19 04/17/2015 FM (TST1867) FM 4470/4474 3032388 10/30/2008 PRI (TST5878) FM 4470/4474 GAF-746-02-05 12/15/2016 FM (TST1867) FM 4470/4474 3032695 10/30/2008 PRI (TST5878) FM 4470/4474 GAF-746-02-06 12/15/2016 FM (TST1867) FM 4470/4474 3032943 11/06/2008 PRI (TST5878) FM 4470/4474 GAF-755-02-01 02/02/2017 FM (TST1867) FM 4470/4474 3032811 12/11/2008 PRI (TST5878) FM 4470/4474 GAF-755-02-02 02/02/2017 FM (TST1867) FM 4470/4474 3033719 01/16/2009 PRI (TST5878) FM 4470/4474 GAF-755-02-03 02/02/2017 NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION FL16732-R16 GAF Modified Bitumen Roof Systems Revision 17: 02/12/2020 Page 4 of 6 Entity Examination Reference Date Entity Examination Reference Date FM (TST1867) FM 4470/4474 3035864 06/03/2009 PRI (TST5878) FM 4470/4474 GAF-755-02-04 02/02/2017 FM (TST1867) FM 4470/4474 3032172 06/12/2009 PRI (TST5878) FM 4470/4474 GAF-747-02-04 09/13/2018 FM (TST1867) FM 4470/4474 3035140 08/10/2009 PRI (TST5878) FM 4470/4474 GAF-747-02-05 09/13/2018 FM (TST1867) FM 4470/4474 3036225 08/10/2009 PRI (TST5878) Criticality GAF-743-02-01 09/14/2018 FM (TST1867) FM 4470 (s/s) 3036980 08/14/2009 PRI (TST5878) Criticality GAF-743-02-02 09/14/2018 FM (TST1867) FM 4470/4474 3034978 09/17/2009 PRI (TST5878) FM 4470/4474 GAF-743-02-03 09/21/2018 FM (TST1867) FM 4470/4474 797-05447-267 04/13/2010 PRI (TST5878) FM 4470/4474 GAF-743-02-04 09/21/2018 FM (TST1867) FM 4470/4474 797-05487-267 05/12/2010 PRI (TST5878) FM 4470/4474 GAF-743-02-05 09/21/2018 FM (TST1867) FM 4470/4474 797-05550-267 05/25/2010 PRI (TST5878) FM 4470/4474 GAF-743-02-06 09/21/2018 FM (TST1867) FM 4470/4474 797-05538-267 05/25/2010 PRI (TST5878) FM 4470/4474 GAF-743-02-08 09/21/2018 FM (TST1867) FM 4470/4474 797-05594-267 06/01/2010 PRI (TST5878) FM 4470/4474 GAF-765-02-02 09/21/2018 FM (TST1867) FM 4470/4474 797-05695-267 07/15/2010 PRI (TST5878) FM 4470/4474 GAF-901-02-02 02/27/2019 FM (TST1867) FM 4470/4474 797-05683-267 07/21/2010 PRI (TST5878) FM 4470/4474 GAF-903-02-01 08/15/2019 FM (TST1867) FM 4470/4474 797-05687-267 07/21/2010 PRI (TST5878) Criticality 376T0006-3 09/06/2019 FM (TST1867) FM 4470/4474 797-05748-267 08/10/2010 PRI (TST5878) FM 4470/4474 376T0042 12/20/2019 FM (TST1867) FM 4470/4474 3040738 11/16/2010 UL (QUA9625) QA Srvc Confirm; AR, CA, GA, IN 12/17/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers GAF Modified Bitumen Roof Systems installed in accordance with GAF published installation instructions and the Limitations / Conditions of Use herein. The following products make up the subject systems. TABLE 1: ROLL-GOODS FOR GAF MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Type Grade Base Sheet GAFGLAS® #75 Base Sheet ASTM D4601 II N/A Tri-Ply® #75 Base Sheet ASTM D4601 II N/A GAFGLAS® #80 Ultima™ Base Sheet ASTM D4601 II N/A StormSafe™ Anchor Sheet ASTM D4601(physicals) II N/A GAFGLAS® Stratavent® Nailable Venting Base Sheet ASTM D4897 II N/A GAFGLAS® Stratavent® Perforated Venting Base Sheet ASTM D4897 II N/A Liberty™ SBS Mechanically Attached Base Sheet ASTM D4601 II N/A Ply Sheet GAFGLAS® Ply 4 ASTM D2178 IV N/A Tri-Ply® Ply 4 Ply Sheet ASTM D2178 IV N/A GAFGLAS® FlexPly™ 6 ASTM D2178 VI N/A Smooth Surfaced Membranes: Liberty™ SBS Self-Adhering Base/Ply Sheet ASTM D1970 ASTM D4601 N/A II N/A WeatherWatch® XT Mat Surfaced Leak Barrier ASTM D1970 N/A N/A Ruberoid® SA Universal Base Sheet ASTM D6163 I S Ruberoid® 20 Smooth ASTM D6163 I S Ruberoid® HW 25 Smooth ASTM D6163 I S Ruberoid® HW Smooth ASTM D6164 I S Ruberoid® Mop Smooth ASTM D6164 I S Ruberoid® Mop Smooth 1.5 ASTM D6164 I S Ruberoid® Mop Plus Smooth ASTM D6164 II S Ruberoid® Torch Smooth ASTM D6222 I S Tri-Ply® APP Smooth Membrane ASTM D6222 I S Granule Surfaced Membranes: Ruberoid® 30 Granule ASTM D6163 I G Ruberoid® 30 Granule FR ASTM D6163 I G Ruberoid® EnergyCap™ 30 Granule FR ASTM D6163 I G Liberty™ SBS Self-Adhering Cap Sheet ASTM D6164 I G Ruberoid® Mop Granule FR ASTM D6164 I G Ruberoid® Mop Granule ASTM D6164 I G Intec Flex PRF ASTM D6164 I G Tri-Ply® SBS Granule Cap Sheet ASTM D6164 I G Ruberoid® HW Granule ASTM D6164 I G Ruberoid® HW Granule FR ASTM D6164 I G Liberty NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION FL16732-R16 GAF Modified Bitumen Roof Systems Revision 17: 02/12/2020 Page 5 of 6 TABLE 1 (CONTINUED): ROLL-GOODS FOR GAF MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Type Grade Granule Surfaced Membranes: Ruberoid® Mop Plus Granule FR ASTM D6164 II G Ruberoid® Mop Plus Granule ASTM D6164 II G Ruberoid® EnergyCap™ Mop Plus Granule FR ASTM D6164 II G Ruberoid® HW Plus Granule ASTM D6164 II G Ruberoid® HW Plus Granule FR ASTM D6164 II G Ruberoid® EnergyCap™ HW Plus Granule FR ASTM D6164 II G Ruberoid® Torch Granule ASTM D6222 I G Tri-Ply® APP Granule Membrane ASTM D6222 I G Ruberoid® Torch Plus Granule FR ASTM D6222 II G Ruberoid® EnergyCap™ Torch Granule FR ASTM D6222 I G Ruberoid® EnergyCap™ Torch Plus Granule FR ASTM D6222 II G 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 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.3 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. 5.4 The evaluation herein pertains to above-deck roof components; deck-attachment details pertain to ‘as-tested’ conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. 5.5 Fastener spacing for mechanical attachment of anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing – prepared, signed and sealed by a qualified design professional – may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 5.5.1 If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product approval documentation for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi cellular material. 5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1521. 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 5.9 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION FL16732-R16 GAF Modified Bitumen Roof Systems Revision 17: 02/12/2020 Page 6 of 6 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 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 Testing Application Standard TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 GAF Modified Bitumen Roof Systems shall be installed in accordance with GAF 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 Testing Application Standard TAS 114 has already been applied). Refer to FBC 1620 and Roofing Application Standard RAS 128 for determination of design wind loads. 7. QUALITY ASSURANCE ENTITY: UL, LLC – QUA9625; (847) 664-3281 - THE 101-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 for FL16732-R16 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION Revision 17: 02/12/2020 ©2019 NEMO ETC, LLC GAF Modified Bitumen Roof Systems; (800) 766-3411 Appendix 1, Page 1 of 101 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New, Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-8 1B Wood New, Reroof (Tear-Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 9-12 1C Wood New, Reroof (Tear-Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 1D Wood New, Reroof (Tear-Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 13-14 1E Wood New, Reroof (Tear-Off), Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15 1F Wood New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-16 1G Wood New, Reroof (Tear-Off), Recover E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17 2A Steel or Structural concrete New, Reroof (Tear-Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-26 2B Steel or Structural concrete New, Reroof (Tear-Off), Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 27-32 2C Steel or Structural concrete New, Reroof (Tear-Off), Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 32-43 2D Steel or Structural concrete New, Reroof (Tear-Off), Recover C-1A Thermal Barrier with Vapor Barrier, Mech. Attached Insulation, Bonded Roof Cover 43 2E Steel or Structural concrete New, Reroof (Tear-Off), Recover C-2 Bonded and Mech. Attached Insulation, Bonded Roof Cover 44 2F Steel or Structural concrete New, Reroof (Tear-Off), Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 45-47 3A Structural concrete New, Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover (Base Insulation Layer Only) 48-51 3B Structural concrete New, Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover (Base and Top Insulation Layers) 52-60 3C Structural concrete New, Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 60 4A Lightweight concrete New, Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 61-62 4B Lightweight concrete New, Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 4C Lightweight concrete New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 65-68 4D Lightweight concrete New, Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 68 5A Cementitious wood fiber New, Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 69 5B Cementitious wood fiber New, Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 70 5C Cementitious wood fiber New, Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 71 6A Existing gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 72 6B Existing gypsum Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 72 6C Existing gypsum Reroof (Tear-Off) C Mech. Attached Insulation, Bonded Roof Cover 73 6D Existing gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 73 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover (Base Insulation Layer Only) 74-84 7B Various Recover A-1 Bonded Insulation, Bonded Roof Cover (Base and Top Insulation Layers) 85-101 The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to above-deck roof components; deck-attachment details pertain to ‘as-tested’ conditions under TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3” Standard Steel Plate, Drill-Tec 3” Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S, Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3” Metal Plate, Drill-Tec #12 DP Fastener or Drill-Tec #14 HD Fastener with Drill-Tec 3” Flat Steel Plate, Drill-Tec #12 DPH Fastener with Drill-Tec 3” Recessed Steel Plate, Drill-Tec 3” ASAP Flat or Drill-Tec 3” ASAP Recessed. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3” Standard Steel Plate, Drill-Tec 3” Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only); Drill-Tec ASAP 3S; Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3” Metal Plate; Drill-Tec Extra Heavy Duty ASAP Roofing Fastener – Insulation, Drill-Tec #12 DP Fastener, Drill-Tec #14 HD Fastener or Drill-Tec #15 EHD Fastener with Drill-Tec 3” Flat Steel Plate, Drill-Tec #12 DPH Fastener with Drill-Tec 3” Recessed Steel Plate, Drill-Tec 3” ASAP Flat or Drill-Tec 3” ASAP Recessed. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 for FL16732-R16 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION Revision 17: 02/12/2020 ©2019 NEMO ETC, LLC GAF Modified Bitumen Roof Systems; (800) 766-3411 Appendix 1, Page 2 of 101 ➢ Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3” Standard Steel Plate, Drill-Tec 3” Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3” Metal Plate, Drill-Tec #14 HD Fastener with Drill-Tec 3” Flat Steel Plate or Drill-Tec 3” ASAP Flat (#14 only). Minimum 1.25- inch embedment into pilot hole in accordance with the fastener manufacturer’s published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, MonoBoard, TopRock DD, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. VersaShield® Solo™ Fire-Resistant Slip Sheet may be used as a non-load-bearing, fire-barrier slip-sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5. Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer’s published instruction s. ➢ Hot asphalt: Full coverage at 25-30 lbs/square ➢ OMG OlyBond 500 (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. using PaceCart, SpotShot or Canister dispensers. Note: OlyBond Classic or OlyBond 500 Green may be used where OlyBond 500 is referenced. ➢ GAF LRF Adhesive M (LRF-M): Continuous 1-inch wide ribbons, 12-inch o.c ➢ H.B. Fuller Millennium One-Step Foamable Adhesive (M-OSFA): Continuous 1-inch wide ribbons, 12-inch o.c. ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to ‘increase’ the MDP listings in the tables; rather if MDP listing below meets or exceeds tha t listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. ➢ Hot asphalt: MDP -240.0 psf (Min. 0.5-inch thick) ➢ OlyBond 500 (OB500): MDP -292.5 psf (Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) ➢ OMG OlyBond 500 (OB500): MDP -485.0 psf (Min. 0.5-inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 10. For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing – prepared, signed and sealed by a qualified design professional – may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 12. 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 Testing Application Standard TAS 124. NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 for FL16732-R16 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION Revision 17: 02/12/2020 ©2019 NEMO ETC, LLC GAF Modified Bitumen Roof Systems; (800) 766-3411 Appendix 1, Page 3 of 101 13. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type D, the insulation is optional. Alternatively, min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra, Structodek High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch DensDeck, DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board may be used as a separator board prior to base sheet installation. The separator component shall be documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC NOA or HVHZ Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top-coat thickness is 2- inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For “pre-existent” LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami-Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof (tear-off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. GAF ROOF COVER / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP-AA (Base/ Ply sheets, Asphalt-Applied) Base Ply: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet Hot asphalt at 25 lbs/square. Ply: GAFGLAS Ply 4, Tri-Ply Ply 4 Ply Sheet, GAFGLAS FlexPly 6 BP-CA (Base/ Ply sheets, Cold-Applied) Base Ply: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet Matrix™ 102 SBS Membrane Adhesive at 1.5 gal/sq. SBS-AA (SBS, Asphalt-Applied) Base Ply or Ply: Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, Ruberoid Mop Plus Smooth Hot asphalt at 25 lbs/square. Cap Ply: Ruberoid 30 Granule, Ruberoid 30 Granule FR, Ruberoid EnergyCap 30 Granule FR, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, Ruberoid Mop Plus Smooth, Ruberoid Mop Granule FR, Ruberoid Mop Granule, Tri- Ply SBS Granule Cap Sheet, Intec Flex PRF, Ruberoid Mop Plus Granule FR, Ruberoid Mop Plus Granule, Ruberoid EnergyCap Mop Plus Granule FR SBS-CA (SBS, Cold-Applied, Matrix 102) Base Ply or Ply: Ruberoid 20 Smooth Matrix™ 102 SBS Membrane Adhesive at 1.5 gal/sq. Cap Ply: Ruberoid 30 Granule FR, Ruberoid EnergyCap 30 Granule FR, Ruberoid Mop Granule FR, Ruberoid Mop Plus Granule FR, Ruberoid EnergyCap Mop Plus Granule FR SBS-CA1 (SBS, Cold-Applied, Matrix 101) Base Ply: Ruberoid 20 Smooth or Ruberoid Mop Smooth 1.5 Matrix™ 101 Premium SBS Membrane Adhesive at 1.5 – 2.0 gal/square Cap Ply: Ruberoid 30 Granule FR, Ruberoid EnergyCap 30 Granule FR, Ruberoid Mop Plus Granule FR, Ruberoid EnergyCap Mop Plus Granule FR SBS-TA (SBS, Torch-Applied) Base Ply or Ply: Ruberoid HW 25 Smooth, Ruberoid HW Smooth Torch applied Cap Ply: Ruberoid HW Granule, Ruberoid HW Granule FR, Ruberoid HW Plus Granule, Ruberoid HW Plus Granule FR, Ruberoid EnergyCap HW Plus Granule FR APP-TA (APP, Torch-Applied) Base Ply or Ply: Ruberoid Torch Smooth, Tri-Ply APP Smooth Membrane Cap Ply: Ruberoid Torch Granule, Tri-Ply APP Granule Membrane, Ruberoid Torch Plus Granule FR, Ruberoid EnergyCap Torch Granule FR, Ruberoid EnergyCap Torch Plus Granule FR SBS-SA (self-adhering) Base Ply or Ply: Liberty SBS Self-Adhering Base/Ply Sheet Self-adhered Cap Ply Liberty SBS Self-Adhering Cap Sheet NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 for FL16732-R16 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION Revision 17: 02/12/2020 ©2019 NEMO ETC, LLC GAF Modified Bitumen Roof Systems; (800) 766-3411 Appendix 1, Page 13 of 101 TABLE 1D: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Ply Cap Ply CONVENTIONAL SYSTEMS: W-31. Min. 19/32-inch plywood or 1-inch wood plank; 2 ft span, 8d ring shank nails 6” o.c. Min. 0.75-inch, one or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard Composite or EnergyGuard RA Composite Note 2 1 per 3 ft2 BP-AA, SBS-AA (Optional) BP- AA, SBS-AA, SBS-TA, APP-TA SBS-AA, SBS-TA, APP-TA -45.0 W-32. Min. 19/32-inch plywood or 1-inch wood plank; 2 ft span, 8d ring shank nails 6” o.c. Min. 0.75-inch, one or more layers, any combination, loose laid Min. 1-inch Structodek High Density Fiberboard Roof Insulation or min. 0.75-inch EnergyGuard Perlite Roof Insulation (homogeneous) Note 2 1 per 2 ft2 BP-AA, SBS-AA (Optional) BP- AA, SBS-AA, SBS-TA, APP-TA SBS-AA, SBS-TA, APP-TA -45.0 W-33. Min. 19/32-inch plywood or 1-inch wood plank; 2 ft span, 8d ring shank nails 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum Fiber Roof Board Note 2 (#14 only) 1 per 1.78 ft2 BP-AA, SBS- AA, SBS-TA, APP-TA (Optional) BP- AA, SBS-AA, SBS-TA, APP-TA SBS-AA, SBS-TA, APP-TA -60.0 SELF-ADHERING BASE PLY: W-34. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span, 8d common nails 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard RA, EnergyGuard RH, EnergyGuard RN Note 2 (HD Fasteners only) 1 per 2 ft2 SBS-SA (Optional) SBS- SA SBS-SA -45.0 W-35. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra Drill-Tec #12 Fasteners and Drill-Tec 3” Steel Plates 1 per 1.78 ft2 SBS-SA or Ruberoid SA Universal Base (Optional) SBS- TA, APP-TA SBS-TA, APP-TA -52.5 W-36. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra. Top surface primed with GAF SA Primer. Drill-Tec #12 Fasteners and Drill-Tec 3” Steel Plates 1 per 1.78 ft2 Ruberoid SA Universal Base (Optional) SBS- AA, SBS-TA, APP-TA SBS-AA, SBS-TA, APP-TA -52.5 W-37. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra Drill-Tec #12 Fasteners and Drill-Tec 3” Steel Plates 1 per 1.6 ft2 SBS-SA or Ruberoid SA Universal Base (Optional) SBS- TA, APP-TA SBS-TA, APP-TA -60.0 W-38. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard Polyiso Insulation, EnergyGuard Ultra. Top surface primed with GAF SA Primer. Drill-Tec #12 Fasteners and Drill-Tec 3” Steel Plates 1 per 1.6 ft2 Ruberoid SA Universal Base (Optional) SBS- AA, SBS-TA, APP-TA SBS-AA, SBS-TA, APP-TA -60.0 VENTING SYSTEMS: W-39. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 1.5-inch EnergyGuard Polyiso Insulation or EnergyGuard Ultra Note 2 1 per 1.33 ft2 GAFGLAS Stratavent Perforated Venting Base Sheet (Optional) One or more BP-AA, SBS-AA SBS-AA -60.0* NEMO|etc. NEMO ETC, LLC Evaluation Report 01506.12.13-2-R17 for FL16732-R16 Certificate of Authorization #32455 6TH EDITION (2017) FBC HVHZ EVALUATION Revision 17: 02/12/2020 ©2019 NEMO ETC, LLC GAF Modified Bitumen Roof Systems; (800) 766-3411 Appendix 1, Page 14 of 101 TABLE 1D: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasteners Attach Base Ply Ply Cap Ply COLD-APPLIED SYSTEMS: W-40. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum Fiber Roof Board Note 2 (#14 fasteners only) 1 per 2 ft2 SBS-CA1 None SBS-CA1 -45.0* W-41. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum Fiber Roof Board Note 2 (#14 fasteners only) 1 per 1.78 ft2 SBS-CA1 None SBS-CA1 -60.0 W-42. Min. 15/32-inch plywood or 1-inch wood plank; 2 ft span; 8d ring shank nails, 6” o.c. (Optional) One or more layers, any combination, loose laid Min. 0.25-inch SECUROCK Gypsum Fiber Roof Board Note 2 (#14 fasteners only) 1 per 1.33 ft2 SBS-CA1 None SBS-CA1 -82.5 From:Adina Peritore To:Building, Dept Subject:Re: 759 Sailfish Dr Atlantic Beach, FL 32233 Date:Wednesday, August 19, 2020 5:06:24 PM Attachments:759 E Sailfish Dr Atlantic Beach, FL 32233 Revision Request- Correction to comments.pdf FL16732 Modbit Produt Approval Evaluation Report and Install Instructions.pdf Good Afternoon, Attached are the requested missing documents and the revision request form for the property located at 759 Sailfish Dr. The Florida approval code needs to be updated to FL16732-R16. Please let me know if any additional information is needed to get this permit approved. Thanks for your assistance and have a great day! Type C Table D Pg 13 System # W-37 Standard ASTM D6164 and ASTM D4601 Adina Peritore ROOFCRAFTERS Production Manager 904-654-4144 877-676-6373 Leave me or my awesome team a review! Our clients love ROOFCRAFTERS! Review here! South Carolina-Georgia-Florida http://roof-crafters.com/ On Wed, Aug 19, 2020 at 10:00 AM Building, Dept <Building-Dept@coab.us> wrote: Good Morning, Attached are the permit review comments from the most recent submittal for 759 Sailfish Drive (ROOF20-0051) Please submit corrections the Building Department through this email address and attach a “Revision Request/Correction to Comments” sheet as a cover letter. http://coab.us/DocumentCenter/View/10495/Revision-Request-Correction-to-Comments-Route- Sheet-v20181017?bidId= ROOF20-0051 Thank You, Christian Giles Receptionist – Building Dept. City of Atlantic Beach 904-247-5800 CGILES@COAB.US From: Adina Peritore [mailto:adina@roof-crafters.com] Sent: Wednesday, August 19, 2020 9:57 AM To: Building, Dept <Building-Dept@coab.us> Subject: Re: 759 Sailfish Dr Atlantic Beach, FL 32233 Good Morning, I just wanted to touch base with you to see if there were any updates on the permit application submitted for 759 Sailfish Dr Atlantic Beach, FL 32233. Please let me know if any additional information is needed to get the permit approved. Thanks for your assistance and have a great day! Adina Peritore ROOFCRAFTERS Production Manager 904-654-4144 877-676-6373 Leave me or my awesome team a review! Our clients love ROOFCRAFTERS! Review here! South Carolina-Georgia-Florida http://roof-crafters.com/ On Mon, Aug 17, 2020 at 4:41 PM Adina Peritore <adina@roof-crafters.com> wrote: Good Afternoon, Attached is the updated tax receipt and business license. Please let me know if you need any additional information. Thanks and have a great day! Adina Peritore ROOFCRAFTERS Production Manager 904-654-4144 877-676-6373 Leave me or my awesome team a review! Our clients love ROOFCRAFTERS! Review here! South Carolina-Georgia-Florida http://roof-crafters.com/ On Mon, Aug 17, 2020 at 4:38 PM Building, Dept <Building-Dept@coab.us> wrote: May we have an updated copy of your Local Business Tax Receipt? Also if you have your Business License updated before 8/31/2020 (CCC1331026) – thank you. Thank You, Christian Giles Receptionist – Building Dept. City of Atlantic Beach 904-247-5800 CGILES@COAB.US From: Adina Peritore [mailto:adina@roof-crafters.com] Sent: Monday, August 17, 2020 4:21 PM To: Building, Dept <Building-Dept@coab.us> Subject: 759 Sailfish Dr Atlantic Beach, FL 32233 Good Afternoon, Attached is the permit application, recorded notice of commencement and the updated contractor insurance. Please let me know if any additional information is needed in order to get the roof permit approved and issued. Thanks for your assistance and have a great day! Property Address: 759 Sailfish Dr Atlantic Beach, FL 32233 Homeowner Name: Lawilda Bartley Contractor: Roofcrafters Roofing LLC Qualifier: Nicole Corson License Number: CCC 1331026 Adina Peritore ROOFCRAFTERS Production Manager 904-654-4144 877-676-6373 Leave me or my awesome team a review! Our clients love ROOFCRAFTERS! Review here! South Carolina-Georgia-Florida http://roof-crafters.com/