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1723 E Park Ter 16-ROOF-295 re-roof permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 0,31 >f' ROOF PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247 -5814 JOB INFORMATION: Job ID: 16- ROOF -295 Job Type: ROOF PERMIT Description: RE -ROOF - SHINGLES Estimated Value: $8,500.00 Issue Date: 2/8/2016 Expiration Date: 8/6/2016 PROPERTY ADDRESS: Address: 1723 E PARK TER RE Number: 172020 -0400 PROPERTY OWNER: Name: TADROS, ANTOWAN D Address: 1723 PARK TER GENERAL CONTRACTOR INFORMATION: Name: AMERICAN ROOFING OF JACKSONVILLE Address: 1720 Wildwood Creek LN Phone: 904 - 385 -4375 FEES: PLAN CHECK FEES $46.25 BUILDING PERMIT FEE $92.50 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $142.75 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 1 t0 - Roo F _ Z ca i 5 Job Address: 1723 Park Terrace East Permit Number: Legal Description 0 313 4 SELVA MARINA UNIT 0 8_ _ Parcel # 172020 -0400 Floor Area o Sq.Ft. Sq.Ft Valuation of Work $ $8,500 Proposed Work heated /cooled non - heated /cooled Class of Work (circle one): New Addition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # FL 16305 For multiple products use product approval form Describe in detail the type of work to be performed: Re -Roof Property Owner Information: Name: Antowan D. Tadros Address: 1723 Park Terrace East _ City Atlantic Beach State FL Zip 32233 Phone 904- 881 -8221 E -Mail or Fax # (Optional) Contractor Information: Company Name: American Roofing of Jacksonville Qualifying Agent: Daniel P. Kinkel ' Address: 1015 Atlantic Blvd, Suite 352 City Atlantic Baat:h State FL Zip 32233 Office Phone 904 3 8 5 - 4 3 7 5 Job Site/ Contact Number Same Fax # State Certification/Registration # RC29027546 Architect Name & Phone # NA Engineer's Name & Phone # NA Fee Simple Title Holder Name and Address NA _ Bonding Company Name and Address NA Mortgage Lender Name and Address NA Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance (la permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void tf work is not commenced within six (6) months, or tf construction or work is suspended or abandoned for a period of six 6) months at any time after work is commenced. 1 understand that separate permits mus' be secured for Electrical Work, Plumbing, Signs, Wells, Pools, F urnaces, Bo Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this a placation and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spec: ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. l / Signature of Owner ` r S of Contract • - , /G Print Name ANTOW',; D. TADROS Print Name DANIEL P. KINKEL Swop ,, ' • subsc ' - d b- fore me S • ► and bsc 'bed before me this r :y of j ' '� TONI GINDLESPERGE \ 9 % oN # FF 9249 I ..Y. ► , i 0 ISSION i FF 924951 , , • Nota ' ublic y , j■_..iz • - . e. tober 6, 2019 'i , ry ' .lic ` F: ;s -_'• mob ' • Underwriters di d Thru Notary Punk Underwriters .„ go T • ru No ta ry Publ c U � � .� a - evise • 01.26.10 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. `� ,g7 .Z Tax Folio No. 172020 -0400 State of Florida County of Duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: ( / 3 1 / S 6=4,2 g (1) / O" Address of property being improved: 1723 Park Terrace East, Atlantic Beach, FL 32233 General description of improvements: Re Roof owner Abntowan D. Tadros Address 1723 Park Terrace East, Atlantic Beach, FL 32233 Owner's interest in site of the improvement NA Fee Simple Titleholder (if other than owner) NA Name NA Address Contractor American Roofing of Jacksonville Address 1015 Atlantic Blvd, Suite 352, Atlantic Beach, F 32233 Phone No. 904-226-1205 Fax No. 904- 425 -9464 Surety (if any) NA Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name NA Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name NA Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name NA Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY / J ' OWNER Signed: ' �, /�/ DATE ?P Before - this 71:•• day of Z© i the County of Duval tate of Florida, has personally appeared ANTOWAN D. T P "OS herein by Doc # 2u i 602gCi37, OR 6K 17454 Page 1262, Do # 2 1 6 02 9: 1 himself/ herself and affirms that all statements and declarations herein Recorded 02/08/2016 at 03:32 PM, are tr• accurate Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 ‘ca- Notary Public at Large, a e of re-10,... , • cz My commission expires: C')c' 4- Cn / Z ,• • iv -A Personally Known or Produced Identification k: ;r ..,::' = ' -ir,. �i� _ *: MY COMMISSION # FF 924951 ,.412 w _ i EXPIRES: October 6, 2019 %f of kc;;V Bonded Thru Notary Public UnderHriters yRevision Request/Correction to Comments **ALL INFORMATION f�''��ri�,. HIGHLIGHTED IN `" City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 -,:::-. 4 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 16-roof-295 R�,r\' -A Q6 if J4'4 c.c: 0 Revision to Issued Permit OR El Corrections to Comments Date:1/23/2020 Project Address: 1723 Park Terrace East Contractor/Contact Name: Dan P Kinkel/American roofing of jacksonville Contact Phone: 904-226-1205 Email: Sales@americanroofingjax.com Description of Proposed Revision/Corrections: Roof replacement installed on 2/12/2016, In progress inspection done on the same date. Final inspection never scheduled. This revision is to add the product approval for the low pitch section of roof. Please see attached Florida product approval sheet with the addition of CertainTeed torch base and cap sheet system. FL2533-R21 The CertainTeed will cover the 4 sq low pitch on the back of home. I Dan P Kinkel/American roofing ofjacksonvill affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ONo ri Yes (additional s.f. to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? I No ❑*Yes (additional increase in building value: $ (Contr. ,.rmust sign ifincrease invaluation) —____) *Signature of Contractor/Agent:------ ,- _.....t. . ��'3"1" (Office Use Only) . V. Approved L Denied L Not Applicable to Department Permit Fee Due$ d•l'f / / 4 ,..i e (...04i Revision/Plan Review Comments G4 tZe/ ?o jO%ziL"(1) Tok Go 27 Petit Sibs\ Cf/C(7m—PK I /pqy r'e. Department Review Required: �Building__) `-1� -Planning&Zoning viewed By Tree Administrator Public Works Public Utilities J " 2 'o�U Public Safety Date Fire Services Updated 10/17/18 49, PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 1723 Park Terrace East Permit#: 16-roof-295 *Owner/Project Name: Antowan Tadros As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional REVISION 4. Garage Roll-Up tiP# 5. Automatic DATE l r o� / SIGNED /11- . 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles Atlas Pinnacle shingles 2/12 FL16305 2. Underlayments Atlas Summit 60 FL 21350 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen Certainteed Torch base and cap 0/12 FL2533-r21 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight reused existing 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name):Daniel P Kinkel *Contractor Signature: *company Name: American roofing of Jacksonville *Mailing Address: 2117 University Blvd south *City: Jacksonville *State: FL *Zip Code: 32216 *Telephone Number: 904-385-4375 *E-mail Address: Sales@americanroofingjax.com Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 NEMO I 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 Evaluation Report 3520.03.04-R22 20 Moores Road FL2533-R21 Malvern, PA 19355 Date of Issuance:09/19/2005 (610)651-5847 Revision 22:12/06/2018 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 I 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 "NEMOIetc. 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 61-page Appendix. Prepared by: ttsmmuy, %of. Vic. s jr Robert J.M. Nieminen,P.E. op} toe�•'•'s The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983FJs':;":•;Cs•;; Nieminen,P.E.on 12/06/2018. 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 I 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. ONEMO I etc. 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 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) FM 4470 3504.06.01-1 06/05/2001 ERD(7576049) FM 4470 3513.08.02 08/15/2002 ERD(TST6049) FM 4470 03515.07.03 07/22/2003 ERD(TST6049) FM 4470 3519.12.03 12/22/2003 ERD(TST6049) FM 4470/4474 3522.07.04 07/28/2004 ERD(TST6049) FM 4470/4474 02843.02.05-11 02/10/2005 ERD(TST6049) FM 4470/4474 3533.01.06 01/06/2006 ERD(TST6049) FM 4470/4474 4674.11.01-1 03/21/2006 ERD(TST6049) Physical Properties 3535.10.06 10/31/2006 ERD(TST6049) FM 4470/4474 3521.07.04-R1 10/26/2007 ERD(TST6049) FM 4470/4474 02764.09.05-R1 12/10/2007 ERD(TST6049) FM 4470/4474 02762.03.05-R1 12/10/2007 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 08370.08.08-R1 10/05/2009 ERD(TST6049) FM 4470/4474 P6860.06.07-R1 09/10/2009 ERD(TST6049) FM 4470/4474 C30310.12.09 12/17/2009 ERD(TST6049) FM 4470/4474 030560.03.10 03/18/2010 ERD(TST6049) FM 4470/4474 031420.08.10 09/21/2010 ERD(TST6049) FM 4470/4474 033980.12.10 12/22/2010 ERD(TST6049) FM 4470/4474 C33830.02.11 02/08/2011 ERD(TST6049) TAS 117(B),Rupture C35500.02.11 02/09/2011 ERD(TST6049) FM 4470/4474 C37820.07.12 07/24/2012 ERD(TST6049) FM 4470/4474 C37830.07.12 07/26/2012 ERD(TST6049) Physical Properties C42110.08.12 08/13/2012 ERD(TST6049) FM 4470/4474 C39670.08.12 08/20/2012 ERD(TST6049) FM 4470/4474 C42280.08.12 08/20/2012 ERD(TST6049) TAS 117(A) A35880.04.12-R1 10/26/2012 ERD(T5T6049) FM 4470/4474 C44580.07.13 07/25/2013 ERD(TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013 ERD(TST6049) FM 4470/4474 C45620.03.14 03/27/2014 ERD(TST6049) FM 4470/4474 C46760.06.14 06/19/2014 ERD(TST6049) FM 4470/4474 047320.03.14-R1 04/01/2015 ERD(TST6049) FM 4470/4474 CTR-508995.10.15 10/14/2015 ERD(TST6049) FM 4470/4474 CTR-SC9935.01.16 01/14/2016 ERD(TST6049) FM 4470 CTR-509920.01.16-R1 01/20/2016 ERD(TST6049) FM 4470/4474 CTR-5010420.01.16 01/25/2016 ERD(7576049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016 ERD(TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016 ERD(TST6049) FM 4470/4474 CTR-5011590.08.16-R1 09/06/2016 NEMO ETC,LLC Evaluation Report 3520.03.04-R22 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R21 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Revision 22:12/06/2018 Page 2 of 6 ONEMO I etc. Entity Examination Reference Date ERD(TST6049) FM 4470/4474 CTR-SC12255.12.16 12/27/2016 ERD(TST6049) Criticality ICP-SC15630.09.17 09/06/2017 ERD(TST6049) Criticality ICP-SC16225.09.17 09/06/2017 ERD(TST6049) FM 4474 CRT-SC15775.17 09/13/2017 FM Approvals(TST1867) FM 4470 0E3A2.AM 03/30/1982 FM Approvals(TST1867) FM 4470 3W0A4.AM 03/16/1993 FM Approvals(TST1867) FM 4470 3W0A2.AM 03/17/1993 FM Approvals(TST1867) FM 4470 3W0A3.AM 03/17/1993 FM Approvals(TST1867) FM 4470 1Z4A6.AM 09/11/1996 FM Approvals(TST1867) FM 4470 3Y8A1.AM 09/30/1996 FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals(TST1867) FM 4470 3009502 12/12/2000 FM Approvals(TST1867) FM 4470 3008869 03/19/2001 FM Approvals(TST1867) FM 4470 3009610 10/15/2001 FM Approvals(TST1867) FM 4470 3006025 12/28/2001 FM Approvals(TST1867) FM 4470 3012321 07/29/2002 FM Approvals(TST1867) FM 4470 3009814 09/06/2002 FM Approvals(TST1867) FM 4470 3014502 04/04/2003 FM Approvals(TST1867) FM 4470 3015444 07/11/2003 FM Approvals(TST1867) FM 4470 3014692 08/05/2003 FM Approvals(TST1867) FM 4470 3014751 08/27/2003 FM Approvals(TST1867) FM 4470 3018579 10/09/2003 FM Approvals(TST1867) FM 4470/4474 3020703 07/30/2004 FM Approvals(TST1867) FM 4470/4474 3021759 06/03/2005 FM Approvals(TST1867) FM 4470/4474 3022038 04/05/2006 FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3026128 08/04/2006 FM Approvals(TST1867) FM 4470/4474 3024311 11/01/2006 FM Approvals(TST1867) FM 4470/4474 3025766 11/13/2006 FM Approvals(TST1867) FM 4470/4474 3028410 02/19/2007 FM Approvals(TST1867) FM 4470/4474 3026964 07/25/2007 FM Approvals(TST1867) FM 4470/4474 3031262 11/30/2007 FM Approvals(TST1867) FM 4470/4474 3031199 12/23/2008 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 FM Approvals(TST1867) FM 4470/4474 3037127 01/11/2010 FM Approvals(TST1867) FM 4470/4474 3039848 12/02/2011 FM Approvals(TST1867) FM 4470/4474 3046104 08/13/2013 FM Approvals(TST1867) FM 4470/4474 3048520 09/19/2013 FM Approvals(TST1867) FM 4470/4474 3055491 12/05/2016 FM Approvals(TST1867) FM 4470/4474 3063970 09/14/2018 MTI(TST2508) Physical properties DXO8C4A 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-18-002.09.18-1;CTR-C1,C2 09/21/2018 NEMO(TST6049) FM 4474 4L-CTR-18-002.09.18-2;CTR-C3 09/21/2018 NEMO(TST6049) FM 4474 4L-CTR-18-002.10.18;CTR-A1,A2,C4 10/22/2018 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,R11656 03/09/2017 NEMO ETC,LLC Evaluation Report 3520.03.04-R22 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R21 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Revision 22:12/06/2018 Page 3 of 6 NEMo I etc. 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 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 Base Sheets 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 Flintlastic®APP Base T ASTM D6509 N/A N/A Base/Ply Membranes(APP) Flintlastic®STA ASTM D6222 S I Flintlastic®STA Plus ASTM D6222 S I Flintlastic®STA ASTM D6222 S I Flintlastic®STA Plus ASTM D6222 S I Cap Membranes(APP) 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 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 Base/Ply Membranes(SBS) 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 5 I Flintlastic'FR Dual Cap ASTM D6162 G Flintlastic"SA Cap FR ASTM D6163 G I Flintlastic'SA Cap FR CoolStar'" ASTM D6163 G I _Flintlastic'Cap 30 ASTM D6163 G I _ Flintlastic'Cap 30 CoolStar'"' ASTM D6163 G I Flintlastic'FR Cap 30 ASTM D6163 G I Flintlastic'FR Cap 30 CoolStarT" 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 Cap Membranes(SBS) Flintlastic"SA Cap CoolStar'" ASTM D6164 G I Flintlastic'FR-P ASTM D6164 G Flintlastic"FR-P CoolStar'" ASTM D6164 G I Flintlastic°GMS ASTM D6164 G I Flintlastic"GMS CoolStarT" ASTM D6164 G I Flintlastic°GTS ASTM D6164 G II Flintlastic"GTS CoolStar'' ASTM D6164 G II 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,LLC Evaluation Report 3520.03.04-R22 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R21 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(6101 651-5847 Revision 22:12/06/2018 Page 4 of 6 NEMO I etc. 5. LIMITATIONS: 5.1 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. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016) for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. NEMO ETC,LLC Evaluation Report 3520.03.04-R22 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R21 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Revision 22:12/06/2018 Page Sof6 NEMO I etc. 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. "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (414) 248-6409, karen.buchmann@us.ul.com -THE 61-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 3520.03.04-R22 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R21 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Revision 22:12/06/2018 Page 6 of 6 QTRINITY ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-6 1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 7 1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 8-9 10 Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 10-12 1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-15 1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 16-17 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 17 2A Steel or Structural Concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 18-20 2B Steel or Structural Concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 21-25 2C Steel or Structural Concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 26-28 3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 29-36 3B Concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 36 3C Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 37 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-39 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 40 4C LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 41-44 5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 45 5B CWF New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 46 5C CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 46 50 CWF New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 48-49 68 Gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50 6C Gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 51 6D Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 52-57 78 Various Recover F Non-Insulated,Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: • Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3" . Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. > Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG#12 Standard or HD with OMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round Insulation Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. > Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast#14 or DekSpike with Hex Plate or 3" Round Insulation Plate,Trufast HD or CF with Trufast 3"Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 3520.03.04-R20 f iligNES Certificate of Authorization#9503 TH ITIO (2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 57 TRINITY ERD 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board 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,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed beneath rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 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. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 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 instructions. D. Hot asphalt(HA): Full coverage at 25-30 lbs/square ➢ Ashland Pliodeck(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. D. Dow INSTA-STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c. D. Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green(0B500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot) ➢ ICP Adhesives CR-20: 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,boards shall be staggered from layer-to-layer. ➢ 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 that 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: ➢ Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP -105.0 psf (Min.1.0-inch) ➢ Ashland Pliodeck(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-inch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive(D-IS): MDP -120.0 psf (Min.1.0-inch) ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-inch) ➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.1.0-inch) ➢ OMG OlyBond 500(08500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3) ➢ OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch ISO 95+GL) ➢ OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch ENRGY 3) ➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch ACFoam II) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisks carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 57 TRINITY ERD 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D,the insulation is optional. 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 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 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. CERTAINTEED FLINTLASTIC°MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS Reference Layer Material Application BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Hot asphalt at 20-40 lbs/square (Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6 BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30- (Base,Spot-Asphalt-Applied) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid (Base,Spot-Asphalt-Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced (Base,Strip-Asphalt-Applied) as noted herein. BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square BP CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive,beads spaced 6-inch o.c. Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-AA (SBS,Asphalt-Applied) Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Hot asphalt at 20-40 lbs/square Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar; Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBond Brush or Karnak No.81 Cold SBS CAl Process Modified Bitumen Adhesive Brush (SBS,Cold-Applied) 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; Grade at 1 gal/square Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base (5B5,Cold-Applied) Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Henry#903 Adhesive at 1.5 gal/square. Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar; Flintlastic GMS;Flintlastic GMS CoolStar Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 3 of 57 TRINITY ERD CERTAINTEED FUNTLASTIC•MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS(CONTINUED) Reference Layer Material Application Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base SBS-CA3 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane (SES,Cold-Applied) Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Adhesive,beads spaced 6-inch o.c. Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar; Flintlastic GMS;Flintlastic GMS CoolStar Base Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T SBS-TA Ply One or more Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T Torch-Applied (555,Torch-Applied) Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS CoolStar;Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar;FlintClad Base One or more Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus APP-TA Torch-Applied (APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR pP CoolStar SBS-SA-H Base/Ply Black Diamond Base Sheet;Flintlastic Ultra Glass SA Self-Adhering (SBS,Self-Adhering,Hybrid Systems) Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering (SBS,Self-Adhering) Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar 16. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 57 Q1( TRINITY ERD TABLE 1A: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER Sys. Deck Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 14) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) SELF-ADHERING SYSTEMS: Glasbase,All Min.19/32- 32 ga.,1-5/8- 9-inch o.c.in 4-inch Min.1.5-inch Min.0.25-inch inch Weather Empire, inch dia.tin lap and 12-inch o.c. ACFoam II, Dens Deck W-1 plywood at Flexiglas Base, caps with 11 ga. in two(2),equally FlintBoard ISO, HA (Optional) Flintlastic Base 20; primed with HA 585-SA SBS-SA SBS-SA 45.0' max.24- annular ring spaced,staggered ENRGY-3,H-Shield FlintPrime or inch spans Poly SMS;Ultra Poly shank nails center rows or Multi-Max FA3 FlintPrime SA SMS;Yosemite Min.19/32- Glasbase,All 32 ga.,1-5/8- 8-inch o.c.in 3-inch Min.1.5-inch HA full Min.0.25-inch HA full coverage or coverage or inch Weather Empire, inch dia.tin lap and 8-inch o.c. ACFoam II, Dens Deck 08500,M- 08500,M- (Optional) W-2 plywood at Flexiglas Base,Poly caps with 11 ga. in three(3),equally FlintBoard ISO, primed with SBS-SA SBS-SA -52.5 OSFA,A-PD, OSFA,A-PD,D- SBS-SA max.24- SMS or Ultra Poly annular ring spaced,staggered ENRGY-3,H-Shield FlintPrime or inch spans SMS shank nails center rows or Multi-Max FA3 D-IS or CR-20, FlintPrime SA IS or CR-20,6- 4-inch o.c. inch o.c. Min.19/32- 32 ga.,1-5/8- 8-inch o.c.in 3-inch Min.1.5-inch Min.0.25-inch inch inch dia.tin lap and 8-inch o.c. ACFoam II, Dens Deck W-3 plywood at Yosemite Venting caps with 11ga. in three(3),equally FlintBoard ISO, HA (Optional) P y Base Sheet p ( ) q y primed with HA SBS-SA SBS-SA ) SBS-SA -52.5 max.24- annular ring spaced,staggered ENRGY-3,H-Shield FlintPrime or inch spans shank nails center rows or Multi-Max FA3 FlintPrime SA HA full Min.0.25 inch HA full Min.19/32- Glasbase,All 32 ga.,1-5/8- 8-inch o.c.in 3-inch (Optional)Min. SECUROCK coverage or coverage or inch Weather Empire, inch dia.tin lap and 8-inch o.c. 1.5-inch ACFoam Gypsum-Fiber 06500,M- OB500,M- (Optional) W-4 plywood at Flexiglas Base,Poly caps with 11 ga. in three(3),equally II,FlintBoard ISO, Roof Board SBS-SA SBS-SA -60.0 max.24- SMS or Ultra Polyannular ringspaced,staggered ENRGY-3,H-Shield OSFA,A-PD, OSFA,A-PD,D- SBS-SA D-IS or CR-20, primed with IS or CR-20,6- inch spans SMS shank nails center rows or Multi-Max FA3 4-inch o.c. FlintPrime or inch o.c. FlintPrime SA Min.0.25-inch Min.19/32- 32 ga.,1-5/8- 8-inch o.c.in 3-inch (Optional)Min. SECUROCK inch inch dia.tin lap and 8-inch o.c. 1.5-inch ACFoam Gypsum-Fiber W-5 plywood at Yosemite Venting caps with 11 ga. in three(3),equally II,FlintBoard ISO, HA Roof Board HA SBS-SA (Optional) SBS-SA -60.0 max.24- Base Sheet annular ringspaced,staggered ENRGY-3,H-Shield SBS SA P gg primed with inch spans shank nails center rows or Multi-Max FA3 FlintPrime or FlintPrime SA HYBRID SYSTEMS: Min.19/32- Glasbase,All 32 ga.,1-5/8- 9-inch o.c.in 4-inch Min.1.5-inch inch Weather Empire, inch dia.tin lap and 12-inch o.c. ACFoam II, (Optional) SBS-AA, W-6 plywood at Flexiglas Base, caps with 11 ga. in two(2),equally FlintBoard ISO, HA None N/A SBS-SA-H BP-AA,SBS- SBS TA -45.0` Flintlastic Base 20; AA,SBS-TA or APP- max.24- annular ring spaced,staggered ENRGY-3,H-Shield inch spans Poly SMS;Ultra Poly or APP-TA TA p SMS;Yosemite shank nails center rows or Multi-Max FA3 Exterior Research and Design,LLC.d/b/a Trinity l ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 5 of 57 (j( TRINITY ERD TABLE 1A: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER Sys. Deck Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 14) MDP No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) Min.19/32- 32 ga.,1-5/8- 8-inch o.c.in 3-inch Min.1.5-inch (Optional) SBS-AA, inch Glasbase;Flintglas inch dia.tin lap and 8-inch o.c. ACFoam II, BP-AA,SBS- SBS-TA W-7 plywood at Premium Ply 6; caps with 11 ga. in three(3),equally FlintBoard ISO, HA None N/A SBS-SA-H -60.0 AA,SBS-TA or APP- max.24- Yosemite annular ring spaced,staggered ENRGY-3,H-Shield or APP-TA TA inch shank nails center rows or Multi-Max FA3 CONVENTIONAL SYSTEMS: Glasbase,All Min.19/32- 32 ga.,1-5/8- 9-inch o.c.in 4-inch Min.1.5-inch Min.0.25-inch BP-AA, (Optional) SBS-AA, inch Weather Empire, ( p )inch dia.tin lap and 12-inch o.c. ACFoam II, Dens Deck Flexiglas Base, SBS-AA, BP-AA,SBS- SBS-TA * W-8 plywood at caps with 11 ga. in two(2),equally FlintBoard ISO, HA primed with HA -45.0 Flintlastic Base 20; SBS-TA or AA,SBS-TA or APP- max.24- annular ring spaced,staggered ENRGY-3,H-Shield FlintPrime(ASTM APP-TA or APP-TA TA inch spans Poly SMS;Ultra Poly shank nails center rows or Multi-Max FA3 D41)primer SMS;Yosemite HA full HA full Min.19/32- Glasbase,All 32 ga.,1-5/8- 8-inch o.c.in 3-inch Min.1.5-inch coverage or Min.0.25-inch coverage or BP-AA, (Optional) SBS AA, inch Weather Empire, inch dia.tin lap and 8-inch o.c. ACFoam II, Dens Deck OB500,M- 08500,M- SBS-AA, BP-AA,SBS- SBS-TA W-9 plywood at Flexiglas Base,Poly caps with 11 ga. in three(3),equally FlintBoard ISO, primed with -52.5 OSFA,A-PD, OSFA,A-PD,D- SBS-TA or AA,SBS-TA or APP- max.24- SMS or Ultra Poly annular ring spaced,staggered ENRGY-3,H-Shield FlintPrime(ASTM inch spans SMS shank nails center rows or Multi-Max FA3 D-IS or CR-20, D41)primer IS or CR-20,6- APP-TA or APP-TA TA 4-inch o.c. inch o.c. — Min.19/32- 32 ga.,1-5/8- 8-inch o.c.in 3-inch Min.1.5-inch Min.0.25-inch BP-AA, (Optional) SBS-AA, inch inch dia.tin lap and 8-inch o.c. ACFoam II, Dens Deck SBS-AA, BP-AA,SBS- SBS-TA W-10 plywood at Yosemite Venting caps with 11 ga. in three(3),equally FlintBoard ISO, HA primed with HA -52.5 max.24- Base Sheet annular ring spaced,staggered ENRGY-3,H-Shield FlintPrime(ASTM SBS-TA or AA,SBS-TA or APP- inch spans shank nails center rows or Multi-Max FA3 D41)primer APP-TA or APP-TA TA Min.19/32- Glasbase,All 32 ga.,1-5/8- 8-inch o.c.in 3-inch (Optional)Min. HA full HA full coverage or Min.0.25-inch coverage or BP-AA, (Optional) SBS-AA, inch Weather Empire, inch dia.tin lap and 8-inch o.c. 1.5-inch ACFoam OB500,M- SECUROCK OB500,M- SBS-AA, BP-AA,SBS- SBS-TA W-11 plywood at Flexiglas Base,Poly caps with 11 ga. in three(3),equally II,FlintBoard ISO, -60.0 OSFA,A-PD, Gypsum-Fiber OSFA,A-PD,D- SBS-TA or AA,SBS-TA or APP- max.24- SMS or Ultra Poly annular ring spaced,staggered ENRGY-3,H-Shield D-IS or CR-20, Roof Board IS or CR-20,6- APP-TA or APP-TA TA inch spans SMS shank nails center rows or Multi-Max FA3 4-inch o.c. inch o.c. Min.19/32- 32 ga.,1-5/8- 8-inch o.c.in 3-inch (Optional)Min. Min.0.25-inch BP-AA, (Optional) SBS-AA, inch inch dia.tin lap and 8-inch o.c. 1.5-inch ACFoam Yosemite Venting SECUROCK SBS-AA, BP-AA,585- SBS-TA W-12 plywood at Base Sheet caps with 11 ga. in three(3),equally II,FlintBoard ISO, HA Gypsum-Fiber HA SBS TA or AA,SBS TA or APP- -60.0 max.24- annular ring spaced,staggered ENRGY-3,H-Shield Roof Board APP-TA or APP-TA TA inch spans shank nails center rows or Multi-Max FA3 Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 6 of 57 TRINITY ERD TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 14) MDP(psf) No. (Note 1) Type Fasteners Attach Type Attach Base Ply Cap HYBRID SYSTEMS: Min.15/32-inch ' Min.1.5-inch ACFoam FlintFast#12 or Min.1.5-inch ACFoam II, HA,D-IS,M- exterior grade II,FlintBoard ISO,H- #14 with 1 per 1.33 W-13 plywood at max.24- Shield or FlintBoard FlintFast 3" ft' FlintBoard ISO,H-Shield or OSFA,M-PG1 SBS-SA-H (Optional)APP-TA APP-TA -67.5 FlintBoard ISO,,. or OB500 inch spans ISO,,. Insulation Plates CONVENTIONAL SYSTEMS: Min.23/32-inch Min.0.5-inch Structodek exteriorgrade Min.1.5-inch ACFoam High Density Fiberboard (Optional)BP-AA, z BP-AA or SBS-AA,SBS- W-14 II,FlintBoard ISO, Note 2 1 per 2 ft Roof Insulation,min.0.75- HA SBS-AA,SBS-TA or -45.0' plywood at max.24- ENRGY 3,H-Shield inch FescoBoard SBS AA APP TA TA or APP-TA inch spans (homogeneous) Min.23/32-inch Min.0.25-inch SECUROCK exterior rade Min.1.5-inch ACFoam BP-AA,SBS- (Optional)BP-AA, g : Gypsum-Fiber Roof Board, SBS AA,SBS- W-15 plywood at max.24- II,FlintBoard ISO, Note 2 1 per 2 ft Dens Deck or Dens Deck HA AA,SBS-TA SBS-AA,SBS-TA or TA or APP-TA -45.0` inch spans ENRGY 3,H-Shield Prime or APP-TA APP-TA Min.15/32-inch Min.1.5-inch ACFoam FlintFast#12 or Optional additional layer(s) HA,D-IS,M- W-16 exterior grade II,FlintBoard ISO,H- #14 with 1 per 1.33 of base insulation followed OSFA,M-PG1 APP-TA (Optional)APP-TA APP-TA -90.0 plywood at max.24- Shield or FlintBoard FlintFast 3" ft' by Min.0.25-inch SECUROCK inch spans ISO.. Insulation Plates Gypsum-Fiber Roof board or OB500 Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 7 of 57 (JP TRINITY ERD TABLE 1C: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System ' Deck Top Insulation Layer Roof Cover(Note 14) MDP No. (Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Cap (psf) SELF-ADHERING SYSTEMS: Min.15/32-inch (Optional)One or more Flintfast 3 in.Insulation (Optional)S85- W-17 plywood at max.24- layers,any combination, Min.0.25 inch SECUROCK Plates with FlintFast#12 1 per 3.2 ft2 SBS-SA SBS-SA -30.0` inch spans loose laid Gypsum-Fiber Roof Board SA or#14 Min.19/32-inch (Optional)One or more Apply FlintPrime or W-18 exterior grade plywood layers,any combination, Min.0.25-inch Dens Deck Note 2 1 per 1.33 ft' FlintPrime SA to (Optional)SBS- SBS-SA -45.0 board&plates, SA at max.24-inch spans loose laid followed by SBS-SA Min.19/32-inch (Optional)One or more Min.3/8 inch SECUROCK Flintfast 3 in.Insulation (Optional)SBS- W-19 W-19 exterior grade plywood layers,any combination, Gypsum-Fiber Roof Board Plates with FlintFast#12 1 per 2.7 ft2 SBS-SA SA SBS-SA -45.0 at max.24-inch spans loose laid or#14 Min.19/32-inch (Optional)One or more Min.1.5-inch ACFoam II, Flintfast 3 in.Insulation Apply FlintPrime or W-20 plywood at max.24- layers,any combination, ENRGY 3,H-Shield,Multi-Max Plates with FlintFast#12 1 per 2 ft' FlintPrime SA to (Optional)SBS- SBS-SA -45.0" board&plates, SA inch spans loose laid FA3 or FlintBoard ISO or#14 followed by SBS-SA FlintFast#14 HD with Min.15/32-inch (Optional)One or more FlintFast 3"Insulation Apply FlintPrime to (Optional)SBS- W-21 plywood at max.24- layers,any combination, Min.1.5-inch FlintBoard ISO Plates or Trufast HD 1 per 1.6 ft2 board&plates, SA SBS-SA -52.5 inch spans loose laid with Trufast 3"Metal followed by SBS-SA Insulation Plates Min.19/32-inch (Optional)One or more Min.1.5-inch ACFoam II, Apply FlintPrime or W-22 plywood at max.24- layers,any combination, ENRGY 3,H-Shield,Multi-Max Note 2 1 per 1.45 ft2 FlintPrime SA to (Optional)SBS- SBS-SA -60.0 board&plates, SA inch spans loose laid FA3 or FlintBoard ISO followed by SBS-SA HYBRID SYSTEMS: Min.15/32-inch (Optional)One or more Flintfast 3 in.Insulation (Optional)BP- SBS-AA,SBS-TA W-23 plywood at max.24- layers,any combination, Min.0.25-inch Dens Deck; Plates with FlintFast#12 1 per 2 ft2 SBS-SA-H AA,SBS-AA,SBS- -30.0` inch spans loose laid Dens Deck Prime or#14 or APP-TA TA or APP-TA FlintFast#14 HD with Min.15/32-inch (Optional)One or more FlintFast 3"Insulation (Optional)SBS- 585-TA or APP- W-24 plywood at max.24- layers,any combination, Min.1.5-inch FlintBoard ISO Plates or Trufast HD 1 per 1.6 ft2 SBS-SA-H -52.5 TA or APP-TA TA inch spans loose laid with Trufast 3"Metal Insulation Plates Min.15/32-inch (Optional)One or more Min.1.5-inch ACFoam II, (Optional)BP-AA W-25 plywood at max.24- layers,any combination, FlintBoard ISO,ENRGY 3 or Note 2 1 per 1.33 ft2 SBS-SA-H or SBS-AA SBS-AA -52.5 inch spans loose laid Multi-Max FA3 Min.19/32-inch (Optional)One or more Min.1.5-inch ACFoam II, (Optional)BP- W-26 plywood at max.24- layers,any combination, FlintBoard ISO,H-Shield, Note 2 1 per 1.45 ft2 SBS-SA-H AA,SBS-AA,SBS- SBS-AA,SBS-TA -60.0 or APP-TA inch spans loose laid FlintBoard ISO„ TA or APP-TA Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 8 of 57 TRINITY ERD TABLE 1C: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover(Note 14) MDP Base Insulation Layer No. (Note 1) Type Fasteners Attach Base Ply Cap (psf) Min.15/32-inch (Optional)Min.1.5-inch,One Min.1.5-inch ACFoam II, Flintfast 3 in.Insulation (Optional)SBS- W-27 plywood at max.24- or more layers,any FlintBoard ISO,H-Shield, Plates with FlintFast#12 1 per 1.33 ft2 SBS-SA-H AA,SBS-TA or SBS AA,SBS-TA -75.0 inch spans combination,loose laid FlintBoard ISO" or#14 APP-TA or APP-TA Min.19/32-inch (Optional)One or more Min.1.5-inch ACFoam II, (Optional)SBS- SBS TA or APP- W-28 exterior grade plywood layers,any combination, FlintBoard ISO,ENRGY 3 or Note 2 1 per 1.33 ft2 SBS-SA-H 82.5 TA or APP-TA TA at max.24-inch spans loose laid Multi-Max FA3 CONVENTIONAL SYSTEMS: Min.23/32-inch Min.0.5-inch Structodek High (Optional)One or more BP- DensityFiberboard Roof (Optional) W-29 exterior grade plywood layers,any combination, Note 2 1 per 2 ft2 BP-AA or SBS-AA AA,SBS-AA,SBS- SBS AA,SBS 7A -45.0* at max.24-inch spans loose laid Insulation,min.0.75-inch TA or APP-TA or APP-TA FescoBoard(homogeneous) Min.0.25-inch SECUROCK Min.15/32-inch (Optional)One or more FlintFast#12 or#14 HD BP-AA,SBS-AA, (Optional)BP- Gypsum-FiberW-30 plywood at max.24- layers,any combination, Roof Board, with FlintFast 3" 1 per 2 ft2 SBS-TA or APP- AA,SBS-AA,SBS- SBS-AA,SBS TA -45.0' inch spans loose laid Dens Deck or Dens Deck Insulation Plates TA TA or APP-TA or APP-TA Prime Min.15/32-inch (Optional for Recover)Min. FlintFast#12 or#14 HD (Optional)APP- W-31 plywood at max.24- 1.5-inch,One or more layers, Min.0.25-inch SECUROCK with FlintFast 3" 1 per 1.45 ft2 APP-TA APP-TA -60.0 inch spans any combination,loose laid Gypsum-Fiber Roof Board Insulation Plates TA (Optional for Concrete or Min.19/32-inch FlintFast#12 or#14 HD BP-AA,SBS-AA, (Optional)W-32 exterior grade plywood BP- Recover)Min.2-inch ACFoam Min.0.5-inch SECUROCK with FlintFast 3" 1 per 1.78 ft2 SBS-TA or APP- AA,SBS-AA,SBS- SBS-AA'SBS-TA -60.0 at max.24-inch spans II,FlintBoard,H-Shield or Gypsum-Fiber Roof Board Insulation Plates TA TA or APP-TA or APP-TA ENRGY 3,loose laid. Min.15/32-inch (Optional for Recover)Min. FlintFast#12 or#14 HD W-33 plywood at max.24- 1.5-inch,One or more layers, Min.0.25-inch SECUROCK with FlintFast 3" 1 per 1.33 ft2 APP-TA (Optional)APP- APP-TA -67.5 inch spans any combination,loose laid Gypsum-Fiber Roof Board Insulation Plates TA Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 62"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 9 of 57 TRINITY ERD TABLE 1D: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover(Note 14) MOP No. (Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) SELF-ADHERING SYSTEMS: 8-inch o.c.at min.3-inch lap and 8- Min.19/32-inch Min.1.5-inch,One inch o.c.in two(2),equally spaced, O tional) W-34 plywood at max 24- or more layers, Prelim. ( p Flintlastic SA NailBase Note 2 staggered center rows;Stress plates SBS-SA -82.5• inch spans any combination Attach shall be P n. SBS SA med with FlintPrime (ASTM D41)primer or FlintPrime SA Flintfast 3 in.Insulation Plates 6-inch o.c.at min.2-inch lap and 6- with FlintFast#12 or#14; inch o.c.in three 3,equally spaced, Min.15/32-inch Min.1.5-inch,One ( ) q Y P Prelim. Trufast 3"Metal Insulation (Optional) W-35 plywood at max 24- or more layers, Attach Flintlastic SA NailBase Plates with DP or HD;OMG 3 staggered center rows; Stress plates SBS-SA SBS-SA -97.5' inch spans any combination shall be primed with FlintPrime in.Round Metal Plates with OMG#14 HD (ASTM D41)primer or FlintPrime SA. Flintfast 3 in.Insulation Plates with FlintFast#12 or#14; 6-inch o.c.at min.2-inch lap and 6- Min.15/32-inch Min.1.5-inch,Oneinch o.c.in four(4),equally spaced, Prelim. Trufast 3"Metal Insulation (Optional) W-36 plywood at max 24- or more layers, Attach Flintlastic SA NailBase Plates with DP or HD OMG 3 staggered center rows; Stress plates SBS SA SBS-SA -127.5* inch spans any combination in.Round Metal Plates with shall be primed with FlintPrime OMG#14 HD (ASTM D41)primer or FlintPrime SA. HYBRID SYSTEMS: • Flintfast 3 in.Insulation Plates with FlintFast#12 or#14; 6-inch o.c.at 4-inch lap and 6-inch Min.15/32-inch Min.1.5-inch,One Glasbase;Flexiglas; o.c.in three(3),equally spaced, Prelim. Trufast 3"Metal Insulation SBS-AA,SBS- W-37 plywood at max 24- or more layers, Attach Flintlastic Base 20;Poly SMS Plates with DP or HD;OMG 3 staggered center rows; Stress plates SBS-SA-H TA or APP-TA -97.5 inch spans any combination Base;Ultra Poly SMS Base in.Round Metal Plates with shall be primed with FlintPrime OMG#14 HD (ASTM D41)primer or FlintPrime SA. Min.19/32-inch Min.1.5-inch,One Glasbase;Flexiglas; 7-inch o.c.at 3-inch lap and 7-inch SBS-AA,SBS- W-38 plywood at max 24- or more layers, Prelim. Flintlastic Base 20;Poly SMS Note 2 o.c.in three(3),equally spaced, SBS-SA-H -105.0 Attach TA or APP-TA inch spans any combination Base;Ultra Poly SMS Base staggered center rows Flintfast 3 in.Insulation Plates with FlintFast#12 or#14; 6-inch o.c.at 4-inch lap and 6-inch Min.15/32-inch Min.1.5-inch,One Glasbase;Flexiglas; o.c.in four(4),equally spaced, Prelim. Trufast 3"Metal Insulation SBS-AA,SBS- W-39 plywood at max 24- or more layers, Flintlastic Base 20;Poly SMS staggered center rows;Stress plates SBS-SA-H -127.5 Attach Plates with DP or HD;OMG 3 TA or APP-TA inch spans any combination Base;Ultra Poly SMS Base in.Round Metal Plates with shall be primed with FlintPrime OMG#14 HD (ASTM D41)primer or FlintPrime SA. CONVENTIONAL SYSTEMS: Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 3520.03.04-R20 for F12533-R19 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 10 of 57 C)" TRINITY ERD TABLE 1D: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover(Note 14) MDP No. (Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) Min.23/32-inch Glasbase;All Min.1.5-inch,One 12-inch o.c.at 4-inch lap and 36-inch BP-AA,SBS- exterior grade Prelim. Weather/Empire Base; SBS-AA,SBS- W-40 or more layers, Note 2 o.c.in two(2),equally spaced, AA,SBS-TA or -30.0 * plywood at max.24- any combination Attach Flexiglas Base;Flintlastic staggered center rows APP-TA TA or APP-TA inch spans Base 20;Yosemite Min.23/32-inch Glasbase;All Min.1.5-inch,One 12-inch o.c.at 4-inch lap and 24-inch BP-AA,SBS- exterior grade Prelim. Weather/Empire Base; SBS-AA,SBS- „ W-41 or more layers, Note 2 o.c.in two(2),equally spaced, AA,SBS-TA or -45.0 plywood at max.24- any combination Attach Flexiglas Base;Flintlastic staggered center rows APP-TA TA or APP-TA inch spans Base 20;Yosemite Min.23/32-inch Min.1.5-inch,One 12-inch o.c.at 4-inch lap and 36-inch BP-AA,SBS- exterior grade Prelim. Poly SMS Base;Ultra Poly SBS-AA,SBS- W-42 plywood at max.24- or more layers, Attach SMS Base Note 2 o.c.in two(2),equally spaced, AA,SBS-TA or TA or APP-TA -45.0 * inch spans any combination staggered center rows APP-TA Glasbase;Flexiglas; Flintfast 3 in.Insulation Plates with FlintFast#12 or#14; (Optional)BP- Min.15/32-inch Min.1.5-inch,One Flintlastic Base 20;All6-inch o.c.at 4-inch lap and 6-inch Prelim. Trufast 3"Metal Insulation AA,SBS-AA, SBS-AA,SBS- W-43 plywood at max 24- or more layers, Attach Weather/Empire Base; Plates with DP or HD;OMG 3 o.c.in three(3),equally spaced, SBS TA or TA or APP-TA -97.5 inch spans any combination Poly SMS Base;Ultra Poly in.Round Metal Plates with staggered center rows. APP-TA SMS Base;Yosemite OMG#14 HD Min.15/32-inch Min.1.5-inch,One 6-inch o.c.at 4-inch lap and 6-inch Prelim. OMG 3 in.Round Metal Plates W-44 plywood at max 24- or more layers, Attach Flintlastic APP Base T with OMG#14 HD o.c.in three(3),equally spaced, APP-TA APP-TA -97.5 inch spans any combination staggered center rows. Glasbase;Flexiglas; One or more Flintfast 3 in.Insulation Plates (Optional)BP- Min.15/32-inch Flintlastic Base 20;All 8-inch o.c.at 4-inch lap and 8-inch layers,any Prelim. with FlintFast#14;Trufast 3" AA,SBS-AA, SBS-AA,SBS- W-45 plywood at max 24- thickness or Attach Weather/Empire Base; Metal Insulation Plates with o.c.at three(3)equally spaced, SBS-TA or TA or APP -97.5 inch spans combination Poly SMS Base;Ultra Poly Trufast HD staggered center rows APP-TA SMS Base;Yosemite Glasbase;Flexiglas; Min.19/32-inch Min.1.5-inch,One 7-inch o.c.at 3-inch lap and 7-inch BP-AA,SBS- ,SBS- W-46 SBS- Prelim. Flintlastic Base 20;Poly SMS SBS-AA plywood at max 24- or more layers, Attach Base;Ultra Poly SMS Base; Note 2 o.c.in three(3),equally spaced, AA,SBS-TA or TA or APP-TA -105.0 inch spans any combination staggered center rows APP-TA Yosemite Min.19/32-inch Min.1.5-inch,One OMG 3 in.Round Metal Plates 7-inch o.c.at 3-inch lap and 7-inch W-47 plywood at max 24- or more layers, Prelim. Flintlastic APP Base T with OMG#14 HD or Dekfast o.c.in three(3),equally spaced, APP-TA APP-TA -105.0 inch spans any combination Attach Hex Plate with Dekfast#14 staggered center rows Flintfast 3 in.Insulation Plates Glasbase;Flexiglas; with FlintFast#12 or#14; (Optional)BP- Min.15/32-inch Min.1.5-inch,One 6-inch o.c.at 4-inch lap and 6-inch Prelim. Flintlastic Base 20;Poly SMS Trufast 3"Metal Insulation AA,SBS-AA, SBS-AA,SBS- W-48 plywood at max 24- or more layers, o.c.in four(4),equally spaced, -127.5 inch spans any combination Attach Base;Ultra Poly SMS Base; Plates with DP or HD;OMG 3 staggered center rows. SBS-TA or TA or APP-TA Yosemite in.Round Metal Plates with APP-TA OMG#14 HD Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 11 of 57 QTRINITY ERD TABLE 1D: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover(Note 14) MDP No. (Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) Min.15/32-inch Min.1.5-inch,One 6-inch o.c.at 4-inch lap and 6-inch Prelim. OMG 3 in.Round Metal Plates W-49 plywood at max 24- or more layers, Attach Flintlastic APP Base T with OMG#14 HD o.c.in four(4),equally spaced, APP-TA APP-TA -127.5 inch spans any combination staggered center rows. COLD-APPLIED SYSTEMS: Glasbase;Flexiglas Base; Flintlastic Base 20;All Flintfast 3 in.Insulation Plates Min.15/32-inch Min.1-inch,One Weather/Empire Base; 8-inch o.c.at 4-inch lap and 8-inch Loose- with FlintFast#12 or#14; (Optional) W-50 plywood at max 24- or more layers, Yosemite Venting Base; o.c.in three(3),equally spaced, SBS-CA1 -52.5 inch spans any combination laid Flintlastic Poly SMS Base; Trufast 3"Metal Insulation SBS-CA1 staggered center rows Flintlastic Ultra Poly SMS Plates with DP or HD Base • Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 12 of 57 ' CITY OF ATLANTIC BEACH BUILDING DEPARTMENT 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 CERTIFICATE OF COMPLETION 16-ROOF-295 REROOF SHINGLE ISSUED: JOB ADDRESS: REAL ESTATE NUMBER: ZONING: 2/5/2020 1723 E PARK TER 172020 0400 DESCRIPTION OF WORK: REINSTATED 1/23/2020- RE-ROOF -SHINGLES OWNER: CONTRACTOR: ANTOWAN D TADROS AMERICAN ROOFING OF JACKSONVILLE 1723 PARK TER 1720 Wildwood Creek LN ATLANTIC BEACH, FL 32233 JACKSONVILLE, FL 32246 APPROVED: k----6-.‘Acerez•A CHIEF BUILDING OFFICIAL VOID UNLESS SIGNED BY BUILDING OFFICIAL