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368 4th St ROOF21-0005 Torch, ShingleOWNER:ADDRESS:CITY:STATE:ZIP: MCCARTHY ANNA 368 4th STREET ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: RON RUSSELL ROOFING INC 4419 HUDNALL RD JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169824 0005 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 368 4TH ST ROOF NON SHINGLE SHINGLE AND TORCH DOWN ROOF $7648.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $90.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.78 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 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: 2/11/2021 PERMIT NUMBER ROOF21-0005 ISSUED: 2/11/2021 EXPIRES: 8/10/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $189.78 2 of 2Issued Date: 2/11/2021 PERMIT NUMBER ROOF21-0005 ISSUED: 2/11/2021 EXPIRES: 8/10/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $189.78 ROOF21-0005 Address: 368 4TH ST APN: 169824 0005 $189.78 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $90.00 BUILDING PERMIT 455-0000-322-1000 0 $90.00 BUILDING PLAN REVIEW $45.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00 STATE SURCHARGES $4.78 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.78 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14862 $189.78 Printed: Thursday, February 11, 2021 1:29 PM Date Paid: Thursday, February 11, 2021 Paid By: RON RUSSELL ROOFING INC Pay Method: CREDIT CARD 422530902 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14862 ~+; CENTRALSQUARE ROOF21-0005 Building Permit Application ~ <J6)Ud,, City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: {904} 247-5826 Email: Building-Dept@coab.us Updottd lO/S/lB ••All INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED, Permit Number: _________ _ Legal Description S-b't /6-2S-2'e Atlo..ni, f.--.l-1.-\ l .. -r z.s 'Bl~ 5 Valuation of Work (Replacement Cost) $ , , (, ~ i$ . oo Heated/Cooled SF / S Oo RE# H,'t8tl.f-oooS Non• Heated/Cooled S S S • Class of Work : □New □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial l]ft'5identiai • If an existing structure, is a fire sprinkler system Installed?: □Yes ~ • Wil d ro· ' V mus Describe in detail the type of work to be performed: i-c-e b .. ~. "" 1:)., fl \-e,t 31/'+o.c.~c>o"""' ~Sl3-tz8) 2 J J ~, ,-i t i+c."" Florida Product Approval #/6 2.'U o (<'k.·~ 1,1 Property Owner Information 2S fl-t2S T .. r,.1-.J-.. for multiple products use product approval form Name .AM. M, (.e.. .-H,:, Address 3b~ \\~"' '£::.~ , City M-\" .,.-\ i ~ ~u.r. V' State~ Zip ~ '2-Z. i' 1 Phone __,_'f_S_S_-_4.:...2_1.f_7..:.... ____ _ E-Mail _________________________________ _ Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ________________ _ Contractor Information NameofCompanv ~-~ ~"uef/ ~ •• fi°"' r,.... QualifyingAgent ~ .. "' .. \J e., ue\\ Address '-t'\ \I:\ \h,c>.,.Mt I ~. City JA)C State ,='-Zip,_..;::;s..;.it.;:;.u_-,_.:.,___ Office Phone "/0 '1-'1 l'i -1, 0 , Job Site Contact Number 1o'f-boo , 9S9~ State Certification/Registration# eec /5t ,'f 9"f E-Mail J?o"''"~Hll (oo~"'tl @ ~!Me-;\. C.OW' Arch itectName&Phone# ____________________________ _ Engineer's Name&Phone#_:--:------=----~------------------ Workers Compensation lnsurer@uil.k,s MyivAI 1..Suren,e ~A'/ OR Exempt □ Expiration Date I i.-11 -2 I Appl ication is hereby made to obtain a permit to do the work and installations as ind icated . I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construct ion in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 fco'!!?~u:onCE c::oMMENCEMENT. ~ (Signature of Owner or Agent) (Signature of Contractor) lned and sworn to (or affirmed) before me this 1i. day of 'l'1V4Cf , 2ol-1 , by ~ ..,.__ Signed and sworn to (or affirmed before me this .l!J.. day of ,\A\f\V'"'1 , 2.oJ..I , \ ~lyKnownOR I I Produced Identification Type of Identification: Ryan Rennick Eyrlck NOTARY PUBLIC ~STATE OF FLORIDA Comm# GG938067 Expires 12/20/2023 • ENGINEER EVALUATE TEST NEMO I et'c. Certificate af Authorization #32455 353 Christian Street, Unit ~13 Oxford, CT 06a78 (203) 262-9245 CONSULT EVALUATION REPORT '. CertainTeed, LLC 20 Moores Road Malvern, PA 19355 (610) 893-5400 • SCOPE: Evaluation Report 3520.03.04-RZS FL2533 -R24 Date of Issuance: 09/19/2005 Revision 25: 07/20/2020 --rhis 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 compli ance with the 7th Edition (2020 ) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® Modified Bitumen Roof Systems . . • LABELING: Labe ling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTIN.UED COMPLIANCE: This Eva lu ation Report is valid until such time as the named product(s) changes, the referenced Qua lity Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the producti on facil ity location(s). NEMO ETC, LLC requires a comp lete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The• Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be disp layed in advertising literature. If any portion of the Eva lu ation 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 avail ab le for inspection at the job site at the request of the Building Official. This Eva luation Report consists of pages 1 through 5, plus a 74-page Appendix. Prepared by: • Robert J.M. Nieminen, P.E. Florido Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF IN DEPENDENCE: The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 07/20/2020. This does not serve as an electronica lly signed document. 1. NEMO ETC, LLC d~es not have, nor does it intend to acquire or will it acquire, a financia l interest in any company manufacturing or distributi ng 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 o r distributing products for "'.Jhich the evaluation reports are b~ing 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/wa~ used for permitting.or design gu idance un less retained specifically for th.ft purpose. © 2019 NEMO ETC, I.LC • .. , 8 NEMO I etc . ROOFING SYSTEMS EVALUATI ON: f ' ''"'i . 1. SCOPE: . J Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance '6tatement: Flintlastic<& Modified Bitumen Roof Systems, as produce'd by Certa inTeed, LLC, have demonstrated comp liance with the following sections of the 7th Ed ition (2020} Florida Building Code through testing in accordan ce with the following Standards. Compliance is subject to the Installation Requirements and Lim itations/ Condit ions of Use set forth herein. -.2. STANDARDS: ·. ,_ ..... ] Se cti on Pro perty Sta nd ard Year 1504.3.1 Wind resistance FM 4471 2011 1504.6 .. Accelerated weath ering ASTM G155 2013 1504.7 Impact resistance FM 4470 2016 1507.1.1 Material standard ASTM D1970 2015 1507.10.2 Material standard ASTM D2178 2015 1507.10.2 Material standard ASTM D4601 2012 I 1507.10.2 \l,'1ate rial standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6163 2015 · 1507.11.2 /vlate ria l standard ASTM D6164 2011 1507.11.2 .. Materia l st andard ASTM D6222 2011 1507.11.2 Materia l st andard ASTM D6509 2015 Entity Examination Reference Date Entity Exam ination Reference Date ERD (TST6049) FM 4470 3504.06.01-1 06/05/2001 FM (TST1867I FM4470 3Y8Al.AM 09/30/1996 ERD (TST6049) FM 4470 3513.08.02 08/15/2002 FM (TST1867) FM4470 2D5A9.AM 06/22/1999 ERD (TST6049) FM4470 03515.07.03 07/22/2003 FM (TST1867) FM 4470 3009502 12/12/2000 ERD (TST6049) FM4470 3519.12.03 12/22/2003 FM (TST1867) FM 4470 3008869 03/19/2001 ERD (TST6049) FM44~/4474 3522.07.04 07/28/2004 FM (TST1867} FM 4470 0 3009610 10/15/2001 ERD {TST6049) FM 4470/4474 02843.02.05-11 02/10/2005 fM {TST1867} FM 4470 3006025 12/28/2001 ERO (TST6049) FM 4470/4474 3533.01.06 01/06/2006 FM (TST1867) FM 4470 3012321 07/29/2002 ERD (TST6049) FM 4470/4474 4674.11.01-1 03/21/2006 FM (TST1867) FM4470 3009814 09/06/2002 ERD (TST6049) FM 4470/4474 3521.07.04-Rl 10/26/2007 FM (TST1867) FM4470 3014502 04/04/2003 ERD (T5T6049) FM 4470/4474 02764.09.05-R l 12/10/2007 FM (T5T1867) FM 4470 3015444 07/11/2003 ERO (TST6049) FM 4470/4474 02762.03.05-Rl 12/10/2007 FM (T5Tl867) FM4470 3014692 08/05/2003 ERD (T5T6Q49) PP (CoolStar) C10080.09.08 09/04/2008 FM (T5T1867) FM4470 3014751 08/27/2003 ERO (TST6049) FM 4470/4474 C8370.08.08-R1 10/05/2009 FM (T5T1867) FM4470 3018579 10/09/2003 ERD (TST6049) FM 4470/4474 P6860.06.07-R1 09/10/2009 . FM (TST1867) FM 4470/4474 3020703 07/30/2004 ERD (TST6Q49) FM 44~/4474 00310.12.09 12/17/2009 FM (TST1867) FM 4470/4474 3021759 06/03/2005 ERD (TST6049) FM 4470/4474 00560.03.10 03/18/2010 FM (TST1867) FM 4470/4474 3022038 04/05/2006 ERD (TST6049) ASTM G155 C31410.06.10-1 ·R1 06/03/2010 FM (TST1867) FM 4470/4474 3023458 07/18/2006 ERD (TST6049) FM 4470/4474 01420.08.10 09/21/2010 FM (TST1867) FM 4470/4474 3026128 08/04/2006 ERD (TST6049) ASTM G155 01410.10.10-Rl 10/27/2010 FM (TST1867} FM 4470/4474 3024311 11/01/2006 ERD (TST6049) FM 4470/4474 C33980.12.10 12/22/2010 FM (TST1867) FM 4470/4474 3025766 11/13/2006 ERD (TST6049) ASTM G155 01410.01.11-1-Rl 01/10/2011 FM (TST1867) FM 4470/4474 3028410 02/19/2007 ERD (TST6049) ASTM G155 01410.06.10-2-Rl 01/10/2011 FM (TST1867) FM 4470/4474 3026964 07/25/2007 ERD (TST6049) FM 4470/4474 03830.02.11 02/08/2011 FM (TST1867) FM 4470/4474 3031262 11/30/2007 ERD (TST6049) TAS 117(8) 05500.02.11 02/09/2011 FM (TST1867) FM 4470/4474 3031199 12/23/2008 ERD (TSJ6049) FM 44~/4474 07820.p1.12 07/24/2012 FM (TST1867) FM 4470/4474 0 3032172 06/12/2009 ERD (TST6049) FM 4470/4474 07830.07.12 07/26/2012 FM (TST1867) FM 4470/4474 3037127 01/11/2010 ERD (TST6049) Criticality C42110.08.12 08/13/2012 FM (TST186 7) FM 4470/4474 3039848 12/02/2011 ERD (TST6049) FM 4470/4474 09670.08.12 08/20/2012 FM (TST1867) FM 4470/4474 3046104 08/13/2013 ERD (TST6049) FM 4470/4474 (42280.08.12 08/20/2012 FM (TST1867) FM 4470/4474 3048520 09/19/2013 ERD (TST6049) ASTM D1970 (40050.09.12-2 09/28/2012 FM (TST1867) FM 4470/4474 3055491 12/05/2016 ERD (TST6049) TAS 117(A) A35880.04.12-Rl 10/26/2012 FM (TST1867} FM 4470/4474 3063970 09/14/2018 ERD (TST6049) FM 4470/4474 (44580.07.13 07/25/2013 NEMO (TST6049) FM 4474 4l-CTR-18-002.09.18-1 09/21/2018 ERD (TST6049) FM 4470/4474 (46090.11.13-A 11/20/2013 NEMO (TST6049) FM 4474 4l·CTR-18-002.09.18-2 09/21/2018 ERD (TST6049) ASTM G155 01410.12.13 12/05/2013 NEMO (TST6049) FM 4474 4l-CTR-18-002.10.18 10/22/2018 ERD (TST6049) ASTM 06222 C400S0.12.13-Rl 12/05/2013 NEMO (TST6049) FM 4474 '4L-CTR-18-002.03.19A 03/07/2019 ERD (TST6049) ASTM D6163 C4S110.01.14 01/20/2014 NEMO (TST6049) FM 4474 4 l -CTR-18-002.04.19B 04/12/2019 NEMO ETC, LLC Evaluation Report 3520.03.04-R25 Certificate a/ Authorization #32455 7'"EDITION (2020) FBC NON-HVHZ EVALUATION FL2533-R24 Flintlastic• Modifi e d Bituf11en Roof Systems Revision 25: 07/20/2020 Page 2 of 5 .. . 8 NEMO I etc. Entity Examination Reference Date Entit Examination Reference Date ERO (TST6049) ASTM 02178 C47250.03.14 03/26/2014 NEMO (TST11294) FM 4474 2l-CTR -18-001.04.19.A 06/24/2019 ERO (TST6049) FM 4470/4474 C45620.03.14 03/27/2014 NEMO (TST6049) FM 4474 4a-CTR-19-LSWUS-04.A 08/05/2019 ERO (TST6049) FM 4470/4474 C46760.06.14 06/19/2014 NEMO (TST6049) ASTM D4601 4q-CTR· 19-SSMBB-01.A 08/12/2019 ERO (TST6049) FM 4470/4474 C47320.03.14-Rl 04/01/2015 NEMO (TST6049) FM 4474 4a-CTR-19-LSWUS •03 .B 01/27/2020 ERD (TST6049) FM 4470/4474 CTR-SC8995.10.15 10/14/2015 NEMO (TST6049) FM 4474 4a·CTR-19-LSWUS·OS.A 02/05/2020 ERO (TST6049) FM 44lS)/4474 CTR-SC9935.0l.16 01/14/2016 NEMO (TS T6049) FM 4474 '4a-CTR-19-LSWUS-02.A 02/28/2020 ERO (TST6049) FM 4470 CTR·SC9920.0l.16 01/20/2016 NEMO (TST6049) FM 4474 4a-CTR -20-LSWUS-01.B 06/26/2020 ERO (TST6049) FM 4470/4474 CTR-SC10420.0l.16 01/25/2016 PR! (TST5878) ASTM D6164 CTC-057-02-01 08/26/2010 ERO (TST6049) FM 4470/4474 CTR-SC9175.09. 16-1 09/06/2016 PR! (TST5878) ASTM D6163 CTC-066-02-01 08/08/2011 ERO (TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016 PR! (TST5878) ASTM D6222 CTC-071-02-01 08/08/2011 ERD (TST6049) FM 4470/4474 CTR-SC11590.08.16 09/06/2016 PR! (TST5878) AST M G155 CTC -071-02-01 08/08/2011 ERO (TST6049) ASTM D6163 CTR-SC11145.09.16 09/16/2016 PR! (TST5878) ASTM 06164 CTC-093-02-01 08/08/2011 ERD (TST6049) ASTM D4601 CTR-SC11145.09.16-3B 09/19/2016 PR! (TST5878) ASTM G155 CTC-093-02-01 08/08/2011 ERO (TST6049) ASTM 04897 CTR·SC11145.09.16 -4 09/19/2016 PR! (TST5878) ASTM 02178 CTC-123-02-01 03/12/2012 ERO (TST6049) ASTM 06163 CTR-SC11 14S.09.16-SA 09/19/2016 PR! (TST5878 ) ASTM D4601 CTC-124·02-01 03/12/2012 ERO (TST6049) ASTM ~6222 CTR-SC11145.09.16-7A 09/19/2016 PR! (TSTS878 ) ASTM 04601 'CTC-126-02-01 03/12/2012 ERO (TST6049) ASTM 01970 CTR-SC1 114S.10.16 10/31/2016 PR! (TST5878) ASTM D6509 CTC-116-02-01 04/04/2012 ERO ffST6049J FM 4470/4474 CTR-SC12255.12.16 12/27/2016 PR! (TSTS878) ASTM 06163 CTC-128-02 -01 06/08/2012 ERO (TST6049) Criticali ty ICP-SC15630.09.17 09/06/201 7 PR! (TST587 8) AS TM 06163 CTC-129-02-01 06/08/2012 ERO (TST6049) Criticality ICP-SC1~225.09.17 09/06/2017 PR! (TST5878) ASTM 06164 CTC-131-02-01 06/08/201 2 ERO (TST6049) FM 4474 CTR-SCl 775.17 09/13/2017 PRI (TST5878) ASTM 06164 CTC-161-02-01 05/09/2013 FM (TST1867) FM 4470 OE3A2.A M 03/30/1982 PR! (TSTS878) ASTM GlSS CTC-161-02-01 05/09/2013 FM (TST186 7) FM4470 3WOA4.AM 03/16/1993 PR! (TST5878) ASTM 06164 CTC-190-02-01 11/27/2013 FM (TST1867) FM 4470 3WOA2.AM 03/17/1993 PR! (TST5878) ASTM 06163 CTC-319-02-01 08/22/2017 FM (TST1867) FM 4470 3WOA3.AM 03/17/1993 PR! (TST5878 ) ASTM 04601 CTC-321-02-01 08/22/2017 FM (TST1867) FM44~0 1Z4A6.AM 09/11/1996 PR! (TST5878) ASTM D6164 'CTC-3S4-02-01 05/11/2018 UL (QUA9625) QA Service Co nfirmation 11/13/2019 Th is Eva luation Report covers Fli ntlastic® Modified Bit umen Roof Systems installed in accordance w ith Certa inTeed, LLC pub lished in stall ation instruct ions an d the Limitations / Conditions of Use her ein. Th e following Certa inTeed products make up t he su bj ec t sys tems. Type .. Bas e Sheets .. Ply Sheets ·Ba.se/Ply Membranes (APP) .. ., Cap Membranes' ( (APP) Base/Ply Membranes (~S) NEMO ETC, LLC Certificate of Authorization #32455 TAB LE 1: ROLL-GOODS FOR fLINTLASTIC® MODIFIED BITUMEN ROOF SYSTEMS Product · Materia l Sta ndard ' Ref erence -·· ::>A ,.~,lflase,._ ASTM D4601 "' Glasbase™ Base Sheet · ,) · ASTM D4601 All Weame,,c mp1re™ Base Sheet i ASTM D4601 Fl exiglas™ Base Sheet ASTM D4601 Fl intlastic" Base 20 ASTM D4601 Flintlastic '" Poly SMS Base Sheet · ASTM DA601 Yos em ite" Venting Base Sheet ASTM D4897 Flintglas '" Ply 4 ASTM D2178 Fl i ntglas '" Premium Ply 6 .AST M D2178 Flintlastic"' APP Base T ASTM D6S09 Flintlasti c" STA ' ASTM D6222 Flintlastic'" STA Plus ASTM D6222 Flintlastic" STA AST M D6222 ::£ITfilla$-ti~us ASTM D6222 Flint lastic'" GTA ~ ASTM D6222 riim ,ast1c'" GTA Coo lSta r"· ASTM D6222 Fl i ntlastic" GTA-FR ASTM D622 2 Flintlastic'" GTA-FR CoolStar " AST M D6222 Flintlastic• SA PlyBas e ASTM D1970 Black Diamond" Base Sheet ASTM 01970 Flintlastic' SA Mid Ply ASTM 06163 Fli nt las tic• Ultra Glass SI\ ASTM D6163 7THEO IT ION (2020) FBC NON-HV HZ EVALUA TI ON Flintlastic~ Modified Bi t umen Roof Syst ems Type II II II II II II t II IV VI N/A I I I I I I I I N/A N/A I . I Grade Plan t(s) N/A Little Rock, AR N/A Littl e Rock, AR N/A Little Rock, AR N/A Little Ro ck, AR N/A Little Rock, AR N/A Little Ro ck, AR N/A Little Roc k, AR N/A Shr eveport, LA N/A Shreveport, LA N/A Little Rock, AR s Little Rock, AR s Little Rock, AR s Little Roc k, AR s Little Rock, AR ; G Littl e Rock, AR G Little Rock, AR G Little Roc k, AR G Li ttle Rock, AR N/A Litt le Rock, AR N/A Shakopee, MN s Little Rock, AR s Little Rock, AR Eval uatio n Report 3520.03.04-R 25 FL2533-R24 Rev is ion 25: 07/20/2020 Page 3 of 5 • , 8 NEMO I etc . TABLE 1: ROLL-GOODS FOR FUNTLASTIC® MODIFIED BITUMEN ROOF SYSTEMS Product Material Standard Plant(s) Type Reference_ Type Grade Flintlastic• Base 20 ASTM D6163 s Little Rock, AR Flintlastic• Base 20 T. ASTM D6163 • s Little Rock, AR • Flintlastic• Ultra Poly SMS Ba se Sheet ASTM D6164 s Little Rock, AR Fli ntiastic• SA Cap FR ASTM D6163 G Littl e Rock, AR Flintlastic• SA Cap FR CoolS tar ® ASTM D6163 G Littl e Rock, AR Fl intl astic• FR Cap 30 ASTM D6163 G Little Rock, AR Flintlastic• FR Cap 30 CooiStar ® ASTM D6163 G Little Rock, AR Flintlastic• FR Cap 30 T ASTM D6163 G Little Rock, AR Fl int lastic• FR Cap 30 T CoolStar® ASTM D6163 . G Little Rock, AR • Flintlastic• SA Cap ASTM D6164 G Little Rock, AR Cap M embranes Fli nt lastic• SA Cap CoolStar "' AS TM D6164 G Little Rock, AR (SBS) Flintlastic• FR-P ASTM D6164 G Little Rock, AR Flint last ic• FR-P CoolStar "' ASTM D6164 G Little Rock, AR Flintlastic• GMS ASTM D6164 G Littl e Rock, AR Flintlast ic• GMS CoolStar "' ASTM D6164 G Little Rock, AR Flintlastic• GTS-FR ASTM D6164 G Little Rock, AR • Flintlastic• GTS-FR CoolStar "' ASTM D6164 G Little Rock, AR Flintlastic• Premium FR-P ASTM D6164 G Litt le Rock, AR Flintlastic• Premium FR-P CoolStar "' ASTM D6164 G Litt le Rock, AR 5.1 This is a Building Code Evaluation. Neither NEMO F.TC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Eva luation Report, or previous vers ions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. _ , 5.2 This Evaluation Report is not for use in FBC Hi gh Velocity Hurricane Zone jurisdictions (i.e ., Broward and Miami- Dade Counties). 5.3 Th is Evaluation Report 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. 5.4 This Evaluation Report does not include eva lu ation of fire class ifica tion. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire ·classification. Refer to FBC 2603 for requirements and limitations concern ing the use of foam plastic in sulation . • 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover instal lations. 5.6 .1 For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qual ified design professional shall review the data for comparison to the minimum requirem ents for the system. Testing shall be in accordance with ANSI/SPR I FX-1 or Testing Application Standard TAS 105. • 5.6.2 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surf ace shall be examined for compatibility with the adhesive to be installed. If any surface cond itions exist that bring system performance into question, field uplift testing in accordance with ANS I/SPR I IA-1, ASTM E907, FM Lo ss Preve nt ion Data Sheet 1-5i or Test ing App li cat ion Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assemb ly . • NEMO ETC, LLC Certificate of Authorization #32455 • 7'"EDITION (2020) FBC NON-HVHZ EVALUATION Flintlastlc" Modified Bitumen Roof Systems Evaluation Report 3520.03.04·R25 FL2533-R24 Revision 25: 07/20/2020 Page 4 ot"s .. , 8 NEMO I etc . .. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capab le of resisting project design pressures on its own merit to the satisfacti on of the Authority Having Jurisdiction, as documented through field upl ift testing in accordance with ASTM E9 07, FM Loss Prevention Data Sheet 1-52 or Tes ting Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP" = M ax imum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflect s 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. 5.7.2 · For mechanically attached components or partially-bonded insulation, the maximum design pressure for the sel ected assembly shall meet or exceed at least the Zone 1 PR IME de sign pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to r esist the el evated p ressure criteria. Commonly used methods are ANS I/SPR I WDl, FM Lo ss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemb li es marked with an asterisk* carry the limitat ions set fort~ in Section 2.2.10.). of FM Loss Prevention Data Sheet 1-29 '(February 2020} for Zone 2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place, t he max im um design pressure for the selected assem bly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational ana l ysis is permitted for t hese systems. 5.8 All components in the roof assembly shall have quality assurance audit i n accordance w ith F.A.C. Ru le 61G20-3. Refer to the Produ ct Approval of t h e component manufacturer for components li sted in Append ix 1 that are produced by a Product M an ufacturer other t han the report hold~r on Page 1 of this ,Eva luation Report. .. Flintlastic ® Modified Bitum en Roof Systems shall be insta lled in accordance with Ce rt ainTee d, LLC published installation instru ction s, subject to the Limitations/ Conditions of Use herein. As required by th e Building Official or Authority Hav ing Juri sdiction to prop erly eva luate the installation of this product. .. Contact the n amed QA entity for manufacturing fac ilities covered by F.A.C. Ru le 61G20-3 QA re qu i r ements. Refer to Section 4 herein for products and production locations having met cod ified material standards. UL, LLC. -QUA9625; (414) 248 -6409, ka r.en.bu chmann@us.ul.com • · THE 74 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - .. NEMO ETC, LLC .. Certificate af Authorization #32455 .. 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Flintlastic• Modifi ed Bitumen Roof Systems Evaluation Report 3520.03.04-R25 FL2533-R24 Revision 25: 07/20/2020 Page 5 of 5 No . Ba se F as t e n e r s A tt a c h Base Ply Co Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e 9- i n c h o. c . at 4- in c h la p an d 12 - i n c t , o. c . BP-AA , SBS- W- 7 2 M i n . 19 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y 32 ga . , 1- S / 8 - i n c h di a . ti n ca p s w i t h 11 in tw o (2 ) , eq u a l l y sp a c e d , st a g g e r e d No n e AA, SBS-TA or SBS-AA, SBS--4s.o• pl y w o o d ; 24 - i n c h sp a n SM S Ba s e ; Ul t r a Po l y SM S Ba s e ; ga . an n u l a r ri n g sh a n k na i l s TA or APP -T A Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s APP -T A Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e 9- i n c h o. c . at 2- i n c h la p an d 18 - i n c h o. c . (O p t i o n a l} BP- W- 7 3 M i n . lS / 3 2 - i n c h 20 ; Al t W e a t h e r / Em p i r e Ba s e ; Po l y Si m p l e x MA X X Ca p in tw o (2) , eq u a l l y sp a c e d , st a g g e r e d No n e AA , SBS-AA, SBS-AA, SBS --4s.o• pl y w o o d ; 24 - i n c h sp a n SBS-TAor TA or APP-T A SM S Ba s e ; Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s APP -TA M i n. 15 / 3 2 - i n c h 9- i n c h o. c . at 2- i n c h l ap an d 18 - i n c h o. c . (O p t i o nal } W- 7 4 pl y w o o d ; 24 - i n c h sp a n Fl i n t l a s t i c AP P Ba s e T Si m p l e x MA X X Ca p in tw o (2 ) , eq u a l l y sp a c e d , st a g g e r e d No n e A P P-T A A P P-T A -45.0* ce n t e r ro w s Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e 6- i n c h o. c . at 3- i n c h la p an d 6- i n c h o. c . in ( Opt i ona l) BP- W -7 5 M i n . 15 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y Mi n . 1- i n c h lo n g , 12 ga . Si m p l e x M _et a l fo u r (4 ) , eq u a l l y sp a c e d , st a g g e r e d No n e AA, SBS-AA, SBS-AA , S B S --52 .S pl y w o o d ; 24 - i nc h sp a n SM S Ba s e ; Ul t r a Po l y SM S Ba s e ; Ca p Na i l s SB S - T A o r T A o r A PP -TA Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s A PP -T A Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e 8- i n c h o. c . a t 4- i n c h la p an d 8- i nc h o. c . in BP-AA, SBS - W- 7 6 Mi n . 19 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y 32 ga . , 1- 5 / 8 - i n c h di a . ti n ca p s wi t h 11 th r e e (3 ) , eq u a l l y sp a c e d , st a g g e r e d No n e AA, SBS-TA or S B S-AA, S B S --52.S pl y w o o d ; 24 - i n c h sp a n SM S Ba s e ; Ul t r a Po l y SM S Ba s e ; ga . an n u l a r ri n g sh a n k na i l s T A or A PP -TA Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s APP-T A G la s b a s e ; Fl e x i g l a s ; Fl i n \ l a s t i c Ba s e 9- i n c h o. c . a t 2- i n c h la p an 9 12 -in c h o. c . (O p t i o n a l } BP- W- 7 7 Mi n . 15 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y Si m pl e x MA X X Ca p in tw o (2 ) , eq u a l l y sp a c e d , st a g g e r e d No n e AA, SBS-AA, SBS-AA, SBS--52 .S pl y w o o d ; 24 - i n c h sp a n SB S -TA or TA or APP -T A SM S Ba s e ; Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s APP -T A M i n . 15 / 3 2 -in c h 9- i n c h o .c. a t 2- i n c h la p an d 12 - i n c h o. c . (O p t i onal } W - 78 pl y w o o d ; 24 - i n c h sp a n Fl i n t l a s t i c AP P Ba s e T Si m p l e x MA X X Ca p in tw o (2 ), eq u a l l y sp a c e d , st a g g e r e d No n e APP -T A AP P -TA -52.S ce n t e r ro w s Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e 8- i n c h o. c . a t 4- i n c h la p an d 8 -i nc h o. c . in BP-AA, SBS- W- 7 9 M i n . 19 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y 32 ga ., 1 -5 / 8 - i n c h di a . ti n ca p s w i t h 11 - th r e e (3} , eq u a l l y sp a c e d , st a g g e r e d No n e . AA, SBS-TA or SBS-AA, S B S --60.0 pl y w o o d ; 24 - i n c h sp a n SM S Ba s e ; Ul t r a Po l y SM S Ba s e ; ga . an n u l a r ri n g sh a n k na i l s TA o r AP P-T A Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s A P P -T A * Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e Ca p na i l s: 1- i n c h di a m e t e r , 0. 0 3 2 - i n ch 6- i n c h o. c . a t 4- i n c h la p an d 6- i n c h o. c . ( Optional ) BP- Mi n . 15 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y SBS-AA or W -80 pl y w o o d ; 24 - i n c h sp a n SM S Ba s e ; Ul t r a Po l y SM S Ba s e ; t h i ck me t a l ca p wi t h 0. 1 2 0 - i n c h sh a n k at fi v e (5 ) eq u a l l y sp a c e d , st a g g e r e d No n e AA, SBS-AA or S B S -T A -67.S Yo s e m i t e Ve n t i n g Ba s e di a m e t e r , an n u l a r ri n g sh a n k na i l s . ce n t e r ro w s SB S - T A Gl a s b a s e ; Fl e x i g l a s ; Fl i n t l a s t i c Ba s e 6- i n c h o. c . at 4- i n c h la p an d 6- i n c h o. c . i n BP-AA, S B S - W -8 1 M i n . 19 / 3 2 - i n c h 20 ; Al l W e a t h e r / Em p i r e Ba s e ; Po l y 32 ga . , 1- 5 / 8 -in c h di a . ti n ca p s w i t h 11 fo u r (4 } , eq u a l l y sp a c e d , st a g g e r e d No n e AA, SBS-TA or SBS-AA , S B S--82.S pl y w o o d ; 24 - in c h sp a n SM S Ba s e ; Ul t r a Po l y SM S Ba s e ; ga . an n u l a r ri n g sh a n k na i l s TA or A PP-TA Yo s e m i t e Ve n t i n g Ba s e ce n t e r ro w s AP P -T A NE M O ET C , L L C Ev a l u a ti o n R e p ort 3520.03.04-R24 for FL2533-R24 Ce r t i f i c a t e o f Au t h o r i z a t i o n #3 2 4 5 5 7 ' " ED I T I O N (2 0 2 0 } FB C NO N -H V H Z EV A L U A T I O N Re vis i on 25: 07/2 0/20 2 0 © 20 1 9 NE M O ET C , LL C Ce r t a i n Te e d Fl i n tl a s t i c ' " Mo d i f i e d Bi t u m e n Ro o f Sy s t e m s ; (6 1 0 ) 89 3 - 5 4 0 0 Appen d ix 1, Page 15 o f 7 4 ---BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Certain Teed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 ScoPE: MIAMI-DADE COUNTY , FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Certain Teed Modified Bitumen Roof System over Cementitious Wood Fiber Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process . Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 08-0227.11 and consists of pages 1 thorgh 72 ./ The submitted documentation was reviewed by Jorge L. Acebo. V'-" · NOA No.: 08-0410.1 I Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 1 of 22 ROOFING SYSTEM APPROVAL Category: Sub-Category: Material: Deck Type: Maximum Design Pressure Roofing Modified APP/SBS Cementitious Wood Fiber -67.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification All Weather/Empire Base 36" X 65'}0"; ASTM D4601 Sheet Roll weight: 86 lbs. Type II (2 squares) UL Type 15 Flex-I-Glas™ Base Sheet 36" x 98'9"; Roll UL Type G2 weight: 90 lbs. ASTM D 4601, (3 squares) type II Flex-I-Glas™ FR Base 39 3 / "x 50'· Roll UL Type G2 8 ' Sheet weight: 90 lbs. ASTM D 4601, (1.5 squares) type II Flintglas® Ply Sheet Type 36" x 164'7"; Roll ASTM D2178 Nor VI weight: 40/55 lbs. Type Nor VI (5 squares) UL Type GI Flintlastic STA 39 3 / "x 33'· Roll 8 , ASTM D 6222, STA Plus 5.0 weight: 90 lbs. Grade S, Type II (I square) Flintlastic GTA, GTA-FR 39 3/s" x 33' 3"; Roll ASTMD6222, or Flintlastic Diamond GT A weight: I 05 lbs. Grade G, Type II (I square) Flintlastic GTS 39 3 /8 " x 24'9"; Roll ASTM D 6164, weight: 92 lbs. Grade G, Type II (¾ square) Flintlastic GMS, 39 3/s" x 34' 2"; Roll ASTMD 6164, GMS Premium weight: I 00/105 lbs. Grade G, Type II (I square) Flintlastic FR, 39 3/s" x 34' 2"; Roll ASTM D 6164, FR-P Premium weight: I 05 lbs. Grade G, Type I (I square) Product Description Asphalt coated, fiberglass reinforced base sheet. Modified Bitumen coated fiberglass base sheet. Modified Bitumen coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced APP Modified Bitumen membrane with non- woven polyester mat reinforcement for torch application. Granule surfaced APP Modified Bitumen membrane with non- woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non- woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non- woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non-woven polyester mat reinforcement for mop application. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page2 of 22 Flintlastic FR Cap Sheet 39 3/ "x 34' 2"· Roll 8 ' ASTMD 6163, Fire resistant, granule surfaced weight: 90 lbs. Grade G, Type I SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Flintlastic FR Cap T 39-3/8" x 34 '2"; Roll ASTMD6163 Granule surfaced SBS Modified weight: 81 lbs. Bitumen membrane with fiberglass (I square) mat reinforcement for torch application. Flintlastic FR Base T 39-3/8" x 33'; Roll ASTM D6163 Modified Bitumen, coated Weight: 8 llbs. fiberglass base sheet for torch (1.0 squares) application. Flintlastic FR Cap CoolStar 39 3/ "x 34' 2"· Roll 8 ' ASTMD 6163 Fire resistant, granule surfaced weight: 90 lbs. SBS Modified Bitumen membrane (1 square) with fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap T 39 3/ "x 34' 2"· Roll 8 ' ASTMD 6163 Fire resistant, granule surfaced CoolStar weight: 90 lbs. SBS Modified Bitumen membrane (I square) with fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA, GTA-FR 39 3 / "x 33' 3"· Roll 8 ' ASTMD6222 Granule surfaced, APP Modified CoolStar or Flintlastic weight: I 05 lbs. Bitumen membrane with non- Diamond GTA CoolStar (I square) woven polyester mat reinforcement for torch application. Covered with reflective Cool Star Coating. Flintlastic GTS CoolStar 39 3/s" x 24'9"; Roll ASTM D 6164 Granule surfaced, SBS Modified weight: 92 lbs. Bitumen membrane with non- (¾ square) woven polyester mat reinforcement for torch application. Covered with reflective Cool Star Coating. Flintlastic GMS/GMS 39 3/ "x 34' 2"· Roll 8 ' ASTMD 6164 Granule surfaced SBS Modified Premium CoolStar weight: 100/105 lbs. Bitumen membrane with non- (I square) woven polyester mat reinforcement for mop application. Covered with reflective CooIStar Coating. Flintlastic FR-P/FR-P 39 3/s" x 34' 2"; Roll ASTMD 6164 Fire resistant, granule surfaced Premium CoolStar weight: 105 lbs. SBS Modified Bitumen Membrane (I square) with non-woven polyester mat reinforcement for mop application. Covered with reflective Cool Star Coating. Covered with reflective CooIStar Coating. Plexiglas Premium Cap 960 36" X 34'6" ASTMD 6163, Granule surfaced SBS Modified CoolStar (I square) Grade G, Type I Bitumen membrane with fiberglass mat reinforcement for mop application. Covered with reflective Cool Star Coating. NOA No.: 08-0410.11 .MIAM•;wJa~,fi3UNTY• Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 3 of 22 Flexiglas Premium Cap 960 36" X 34'6" ASTM D 6163, (1 square) Grade G, Type I Ultra Poly SMS 36" X 64'4" ASTM D 6164, (2 squares) Grade S, Type I GlasBase™ Base Sheet 36" x 98'9"; Roll ASTM D4601 weight: 69 lbs. UL Type G2 (3 squares) PolySMS Base Sheet 39 3 / "x 64' 4"· Roll 8 ' ASTMD6164 weight: 90 lbs. (2 squares) Yosemite® Buffer Base 36" x 32' I 0"; Roll ASTM D 3909 Sheet weight: 90 lbs. ASTM D 4897 (1 square) UL Type 30 Black Diamond™ Base 36" x 68'7"; Roll ASTM D 1970 Sheet weight: 78 lbs. (2 squares) Flintglas® Mineral 36" X 32'10"; Roll ASTMD3909 Surfaced Cap Sheet Weight: 78 lbs. (1 square) Flintglas® Mineral 36" X 32'10"; Roll ASTMD3909 Surfaced Cap Coo!Star Weight: 78 lbs. (1 square) APPROVED INSULATIONS: TABLE2 Product Name Product Description Granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Smooth surfaced SBS Modified Bitumen Membrane with non- woven polyester mat reinforcement for mop applications. Asphalt coated, fiberglass base sheet. Modified Bitumen coated polyester base sheet. Mineral Surfaced fiberglass reinforced buffer sheet. Self-adhering fiberglass reinforced modified bitumen base sheet Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective Coo!Star Coating. Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corp. White Line Polyisocyanurate foam insulation ACFoam II Polyisocyanurate foam insulation ISO 95+ Polyisocyanurate foam insulation High Density Wood Fiberboard Wood fiber insulation board Perlite Insulation Perlite insulation board Dens Deck, Dens Deck Prime Water resistant gypsum board H-Shield Polyisocyanurate foam insulation ENRGY-3 & PSI 25, UltraGard Gold Polyisocyanurate foam insulation Multi-Max & FA Polyisocyanurate roof insulation Apache Products Co. Atlas Energy Products Firestone generic generic G-P Gypsum Corp. Hunter Panels Johns Manville RMax, Inc. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 4 of 22 APPROVED FASTENERS: TABLE3 Fastener Product Product Number Name Description 1. Polymer Gyptec Glass reinforced Nylon insulation fastener for gypsum & CWF decks. 2. Polymer Gyptec Galvalume stress plate Metal Plate 3. NTBMagnum Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. 4. NTB Plate Galvalume stress plate 5. NTB Plastic Plate Polypropylene stress plate for use with NTB fasteners. 6. Lite-Deck Insulation fastener for CWF and Gypsum decks. 7. Lite-Deck Plate Galvalume stress plate 8. Powerlite Insulation fastener for CWF and Gypsum decks. 9. Powerlite Plates Galvalume AZ55 steel plate 10. Powerlite Lap Galvalume AZ55 steel plate Plates 11. Twin Loe-Nails Galvanized stress plate and tube with integrated locking staple. EVIDENCE SUBMITTED: Test Agency/Identifier Applied Research Laboratories Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company, Inc. TrinityjERD Momentum Technologies, Inc. Name Physical Properties Insulation Fastening Requirements FMRC 4470 UL 790 ASTM D 5147 TAS 114 TAS 117 (B) TAS 117(B) TAS 114 (H) FM 4470, TAS 114 FM 4470, TAS 114 TAS 117(B) ASTM Requirements ASTM D 4601 ASTM D 3909/ D 4897 Manufacturer Dimensions (With Current NOA) OMG 3" round OMG OMG 3" round OMG 3" round OMG OMG 3" round OMG Powers Fasteners, Inc. 3" round Powers Fasteners, Inc. 2" round Powers Fasteners, Inc. 2. 7" round x ES Products, Inc. various lengths Report Date 28013 06/02/87 FMRC 1994 01/01/95 J.I. #3Y8AI.AM 03/23/96 RI 1656 07/13/87 97457-4 06/03/88 97-457-2R 12/02/87 3521.07.04 07/29/04 3503.10.06 10/10/06 O6490.04.07-RI 06/27/07 Letter 04/05/06 3533.01.06 01/06/06 3521.07.04 07/29/04 C8500SC. I 1.07 11/30/07 CI0080.09.08 09/04/08 AX31G8D 09/05/08 AX31G8C 09/05/08 NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 5 of 22 APPROVED ASSEMBLIES Membrane Type: APP MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious Wood Fiber System Type A(l): Anchor sheet mechanically fastened; all insulation layers adhered with approved asphalt. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Density/ft2 AC-Foam II, ENRGY 3, FlintBoard Iso, Multi-Max, H-Shield Minimum 1.5" thick NIA NIA Top Insulation Layer FescoBoard Minimum 0.75" thick Insulation Fasteners NIA Fastener Density/ft' NIA High Density Wood Fiberboard Minimum 1.5" thick NIA NIA Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ff. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening # 1 : Fastening #2: Base Sheet: One ply of Glas-Base, Plexiglas Base, Plexiglas FR Base or All Weather/Empire Base mechanically attached to the deck with Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7" o.c. Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7"o.c. (Maximum Design Pressure-60 psf., See General Limitation #7.) Twin Loe-Nails spaced 9" o.c. in 4" side lap and two staggered rows in center of the sheet, 9"o.c. (Maximum Design Pressure -60 psf., See General Limitation #7.) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, Poly SMS, Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 6 of 22 Ply Sheet: Membrane: Maximum Design Pressure: (Optional) One ply of Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of20-40 lbs./sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic ST A torch adhered. One ply of Flintlastic GTS, Flintlastic GTS Cool Star, Flintlastic FR Cap Tor Flintlastic FR Cap T CoolStar, Flintlastic ST A, Flintlastic Diamond GT A, Flintlastic Diamond GT A CoolStar, Flintlastic GT A, Flintlastic GT A CoolStar, Flintlastic GT A-FR CoolStar or Flintlastic GT A-FR torch adhered to base sheet or ply sheet See fastening requirements listed above. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 7 of 22 Membrane Type: SBS MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious Wood Fiber System Type A(2): Anchor sheet mechanically fastened; all insulation layers adhered with approved asphalt. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Density/ft2 AC-Foam II, ENRGY 3, FlintBoard Iso, Multi-Max, H-Shield Minimum 1.5" thick NIA NIA Top Insulation Layer FescoBoard Minimum 0.75" thick Insulation Fasteners NIA Fastener Density/ft2 NIA High Density Wood Fiberboard Minimum 1.5" thick NIA NIA Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening # 1: Fastening #2: Base Sheet: One ply of Glas-Base, Plexiglas Base, Flexiglas FR Base or All Weather/Empire Base mechanically attached to the deck as detailed below: Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7"o.c. (Maximum Design Pressure -60 psf., See General Limitation #7.) Twin Loe-Nails spaced 9" o.c. in 4" side lap and two staggered rows in center of the sheet, 9"o.c. (Maximum Design Pressure -60 psf., See General Limitation #7.) One ply of All Weather/Empire Base Sheet, Glas-Base, Flexiglas Base, Flexiglas FR Base, Poly SMS, Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 8 of 22 Ply Sheet: Membrane: Maximum Design Pressure: (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar applied to the base sheet or ply sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTS, Flintlastic GTS Cool Star, Flintlastic FR Cap Tor Flintlastic FR Cap T CoolStar torch adhered to base or ply sheet. See fastening requirements above. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 9 of 22 Membrane Type: APP MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious Wood Fiber System Type A(3): Anchor sheet mechanically fastened; all insulation layers adhered with approved asphalt. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Density/ft2 AC-Foam II, ENRGY 3, FlintBoard Iso, Multi-Max, H-Shield Minimum 1.5" thick NIA NIA Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: Fastening # 1 : Fastening #2: Base Sheet: Ply Sheet: Membrane: Maximum Design Pressure: One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base or All Weather/Empire Base mechanically attached to the deck as detailed below: Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7"o.c. (Maximum Design Pressure -60 psf., See General Limitation #9.) Twin Loe-Nails spaced 9" o.c. in 4" side lap and two staggered rows in center of the sheet, 9"o.c. (Maximum Design Pressure -60 psf., See General Limitation #9.) One ply of Black Diamond GTA Base Sheet Self Adhered. (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Plintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic ST A torch adhered. One ply of Flintlastic GTS, Flintlastic GTS Cool Star, Flintlastic FR Cap Tor Flintlastic FR Cap T Cool Star, Flintlastic ST A, Flintlastic Diamond GT A, Flintlastic Diamond GTA CoolStar, Flintlastic GTA, Flintlastic GTA Coo)Star, Flintlastic GTA-FR or Flintlastic GT A-FR CoolStar torch adhered to base sheet or ply sheet See fastening requirements above. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 10 of 22 Membrane Type: SBS MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious Wood Fiber System Type A( 4): Anchor sheet mechanically fastened; all insulation layers adhered with approved asphalt. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Density/ft2 AC-Foam II, ENRGY 3, FlintBoard Iso, Multi-Max, H-Shield Minimum 1.5" thick NIA NIA Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Glas-Base, Plexiglas Base, Plexiglas FR Base or All Weather/Empire Base mechanically attached to the deck as detailed below: Fastening# 1: Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7"o.c. (Maximum Design Pressure -60 psf, See General Limitation #9.) Fastening #2: Twin Loe-Nails spaced 9" o.c. in 4" side lap and two staggered rows in center of the sheet, 9"o.c. (Maximum Design Pressure -60 psf, See General Limitation #9.) Base Sheet: One ply of Black Diamond GTA Base Sheet Self Adhered. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.I sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar, adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet Maximum Design Pressure: See fastening requirements above. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 11 of 22 Membrane Type: APP MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type B(l): Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General Limitations shall apply. Base Insulation Layer ACFoam-11, H-Shield Minimum 1.3" thick UltraGard Gold Minimum 1.3" thick ENRGY-3, PSI-25 Minimum 1.4" thick High Density Wood Fiber Minimum ½" thick Perlite Minimum¾" thick Insulation Fasteners Fastener Density/ft2 8 1:4 ft2 1, 3, 6 or 8 1:4 ft2 1, 3, 6 or 8 1:3 ft2 1, 3, 6 or 8 1:2 ft2 1, 3, 6 or 8 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). (Optional) Top Insulation Layer Any of the insulations listed for Base Layer, above. Dens Deck, Dens-Deck Prime Minimum¼" thick High Density Wood Fiber Minimum½" thick Perlite Minimum¾" thick Insulation Fasteners NIA NIA NIA Fastener Density/ft2 NIA NIA NIA Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas-Base, Flex-I Glas Base, Flex-I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs.I sq. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 12 of 22 Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic ST A torch adhered. Flintlastic ST A, Flintlastic Diamond GT A, Flintlastic Diamond GT A Cool Star, Flintlastic, Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GT A-FR or GT A-FR Cool Star torch adhered to base or ply sheet. (Required if no cap sheet is used) Install one of the following: I. Flood coat of hot asphalt with an application rate of 60 lbslsq. ± 20%; plus gravel or slag with an application rate of 400 lbslsq. & 300 lbslsq., respectively. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of I½ gal./sq., or APOC Sunbrite at an application rate of 3 gal./sq. -45 psf (See General Limitation #9) NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 13 of 22 Membrane Type: SBS MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type B(2): Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General Limitations shall apply. Base Insulation Layer ACFoam-11, H-Shield Minimum 1.3" thick UltraGard Gold Minimum 1.3" thick ENRGY-3, PSI-25 Minimum 1.4" thick High Density Wood Fiber Minimum½" thick Perlite Minimum ¾" thick Insulation Fasteners Fastener Density/ft2 8 1:4 fr 1, 3, 6 or 8 1:4 ft2 1, 3, 6 or 8 1:3 ft2 1, 3, 6 or 8 1:2 ft2 1, 3, 6 or 8 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). (Optional) Top Insulation Layer Any of the insulations listed for Base Layer, above. Dens Deck, Dens-Deck Prime Minimum ¼" thick High Density Wood Fiber Minimum ½" thick Perlite Minimum¾" thick Insulation Fasteners N/A N/A N/A Fastener Density/ft2 N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs/100 fr. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas-Base, Flex-I Glas Base, Flex-I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs.I sq. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 14 of 22 Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. One ply of Flintlastic GMS, Flintlastic GMS Cool Star, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet (Required if no cap sheet is used) Install one of the following: 1. Flood coat of hot asphalt with an application rate of 60 lbs./sq. ± 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively. 2. Karnak 97, APOC 212 Fibrated Aluminum or Grundy AL MB at 1 ½ gal./sq., or APOC Sunbrite at an application rate of 3 gal./sq. -45 psf (See General Limitation #9) NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 15 of 22 Membrane Type: APP MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type C(l): All layers of insulation simultaneously attached. All General Limitations shall apply. One or more layers of any of the following insulations: (Optional) Base Insulation Layer Fastener Density/ft2 ACFoam-11, UltraGard Gold, UltraGard Premier, Isotherm R, ENRGY-3, PSl-25, H-Shield Insulation Fasteners Minimum 1.5" thick NIA NIA High Density Wood Fiber Minimum ½" thick NIA NIA Perlite Minimum¾" thick NIA NIA Dens-Deck, Dens-Deck Prime Minimum¼" thick NIA NIA Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener Densitv/ft2 High Density Wood Fiber Minimum½" thick 1, 3, 6 or 8 1:2 ft2 Perlite Minimum ¾" thick 1, 3, 6 or 8 1:2 ft2 Dens Deck, Dens-Deck Prime Minimum ¼" thick Base Sheet: Ply Sheet: 1,3,6or8 1:1.77 ft2 One ply of All Weather/Empire Base Sheet, Glas-Base, Flex-I Glas Base, Flex-I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic ST A torch adhered. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 16 of 22 Membrane: Surfacing: Maximum Design Pressure: Flintlastic STA, Flintlastic Diamond GT A, Flintlastic Diamond GT A Cool Star, Flintlastic GTA, Flintlastic GTA Torch, Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base or ply sheet (Required if no cap sheet is used) Install one of the following: 1. Flood coat of hot asphalt with an application rate of 60 Ibs./sq. ± 20%; plus gravel or slag with an application rate of 400 Ibs./sq. & 300 lbs./sq., respectively. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 ½ gal./sq., or APOC Sunbrite at an application rate of 3 gal./sq. -45 psf (See General Limitation #9) NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 17 of 22 Membrane Type: SBS MODIFIED Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type C(2): All layers of insulation simultaneously attached. All General Limitations shall apply. One or more layers of any of the following insulations: (Optional) Base Insulation Layer Fastener Density/ft2 ACFoam-11, UltraGard Gold, UltraGard Premier, Isotherm R, ENRGY-3, PSI-25, H-Shield Insulation Fasteners Minimum 1.5" thick NIA NIA High Density Wood Fiber Minimum ½" thick NIA NIA Perlite Minimum¾" thick NIA NIA Dens-Deck, Dens-Deck Prime Minimum¼" thick NIA NIA Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number offasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener Density/ft2 High Density Wood Fiber Minimum½" thick 1, 3, 6 or 8 1:2 ft 2 Perlite Minimum¾" thick 1, 3, 6 or 8 1:2 rt2 Dens Deck, Dens-Deck Prime Minimum ¼" thick Base Sheet: Ply Sheet: 1, 3, 6 or 8 1:1.77 ft2 One ply of All Weather/Empire Base Sheet, Glas-Base, Flex-I Glas Base, Flex-I Glas FR Base, Poly SMS, Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 18 of 22 Membrane: Surfacing: Maximum Design Pressure: One ply of Flintlastic GMS, Flintlastic GMS Cool Star, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap Tor Flintlastic FR Cap T CoolStar torch adhered to ply sheet (Required if no cap sheet is used) Install one of the following: 1. Flood coat of hot asphalt with an application rate of 60 lbs.I sq.± 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively. 2. Karnak 97, APOC 212 Fibrated Aluminum or Grundy AL MB at 1 ½ gal./sq., or APOC Sunbrite at an application rate of 3 gal./sq. -45 psf (See General Limitation #9) NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 19 of 22 Membrane Type: APP MODIFIED Deck Type 5: Cementitious Wood Fiber, Non-insulated Deck Description: Cementitious Wood Fiber System Type E(l): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: Fastening # 1: Fastening #2: Ply Sheet: Membrane: Maximum Design Pressure: One ply of Glas-Base, Flexiglas Base, Flexiglas FR Base or All Weather/Empire Base mechanically fastened to the deck as detailed below: Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7"o.c. (Maximum Design Pressure -67.5 psf., See General Limitation #9.) Twin Loe-Nails spaced 9" o.c. in 4" side lap and two staggered rows in center of the sheet, 9"o.c. (Maximum Design Pressure -60 psf., See General Limitation #9.) (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Flexiglas Base, Flexiglas FR Base, PolySMS or one or more plies of Flintglas Ply Sheet (Type N) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic ST A torch adhered. One ply of Flintlastic GTS, Flintlastic GTS Cool Star, Flintlastic FR Cap T CoolStar or Flintlastic FR Cap T, Flintlastic STA, Flintlastic Diamond GTA, Flintlastic Diamond GTA CoolStar, Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GT A-FR or Flintlastic GT A-FR CoolStar torch adhered to base sheet or ply sheet See Fastening requirements above. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 20 of 22 Membrane Type: SBS MODIFIED Deck Type 5: Cementitious Wood Fiber, Non-insulated Deck Description: Cementitious Wood Fiber System Type E(2): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: Fastening # 1 : Fastening #2: Ply Sheet: Membrane: Maximum Design Pressure: One ply of GlasBase, Plexiglas Base, Plexiglas FR Base or All Weather/Empire Base mechanically fastened to the deck: Twin Loe-Nails spaced 7" o.c. in 4" side lap and two staggered rows in center of the sheet, 7"o.c. (Maximum Design Pressure -67.5 psf., See General Limitation #9.) Twin Loe-Nails spaced 9" o.c. in 4" side lap and two staggered rows in center of the sheet, 9"o.c. (Maximum Design Pressure -60 psf., See General Limitation #9.) (Optional) One ply of All Weather/Empire Base Sheet, Glas-Base, Plexiglas Base, Plexiglas FR Base, PolySMS or one or more plies ofFlintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self adhered. One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet Cool Star applied to the base sheet or ply sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTS, Flintlastic GTS CoolStar, Flintlastic FR Cap Tor Flintlastic FR Cap T CoolStar torch adhered to base or ply sheet. See fastener requirements above. NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 21 of 22 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 ]bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 )bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within 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 Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards T AS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. 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. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08-0410.11 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 22 of 22