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OKA=) rr BCIS Home • Log In User Registration Hot Topics Submit Surcharge Stas & Facts PubliczUDns Cdnt8=U5 BOS Site Map ; Links i Search db�)r � Product Approval USER: Puhlic User Product Aoluov2l Menu , Product or Application Search > AnallCa 0riLis[ > Application Detail FL # Application Type Code Version Application Status Comments Arch ived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliarce Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL2533-R23 Revision 2017 Approved CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d. harner@sa i nt-gob,ain.com Mark Harmer mark.d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark.B, Ha rner@sal nt-gobain.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluatlon Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 11/13/2022 ]ohn W. Knezevich, PE Validation Checklist - Hardcopy Received FL2533 R23 COT,—Z2L9 01 COI NIEMINEN.�dF Referenced Standard and Year (of Standard) Standard ASTM D6162 2008 ASTM D6163 2006 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 f a:�dil.L�31 ��I:SIi:'3�S• �Ea ®Em :s'da33y rawoiddq }Pnpoid �a876-q r.D!P aseald '-s- 's st, gda4� aapirn easuvail a aye nvc3! aupwaa;ap vl -AEgnd aq; o4 olgerrene apew ailueo LprgM ssw aappe pews ue u3!M auawyedap 24a aprAoad award 'Ssatppe revoSiad e Alddns o; gsiM;ou op noA jj •puoaaa oygnd ale sassaappe IrewaJanaMOH 'aasuaorr aq; 4;rm uoReu{unwwo] rer:li;{o AN pasn aq Aeut paplw3tl Slrewa aqi •auo ane4 Aaµ};{ ssatppe pew@ ue q4J.M:LUBLU edao aqa aprAo.d asnw •S'H 'SSb jaade4a aapun pasuaor3 saasua]ll `gTpZ'; Jago�p angDaga 'sa;rge;s eprao{j `(i }SLZ'S54 uol�a5 o] ]uens.ind* 'S6Ei'L84'!')SB ]]epuoo aseajd 'Suogsanb Aue aAe4 noA d[ -riSw lemirpej; Aq jo auogd Aq aoWo ay] 7neauoo 'peajsul •A pug gq7 oa lrew oluMO;7Ja pugs aou op ']sanbas spto7at-olrgnd a oa asuodsal ur pasealat ssajppe {lew-a -jnoA;uem Sou op no/ dI �Spaoaaj u{Ignd gee sassaippe pews 'feel eppo[A japurl jLjQw nj :: w �g r _ a y :; u w A391—P—d !aoEd Z•L 'aaAo data up v a uo - I oa3/tltl p. {d;o a1e;5 aqi i u ]s ur I :: sn o a---- Woe-] sa,, _41ed palgl 4uopuadopul Aq palea3:) E C—SZ-1Jµ11900W ❑ NIyJ•2{ '1�3TW6TOZ s4.lodab uogenleA3 $a,, ;Aljed p-J!qL luapuadapul Aq paleaf:) 99169-3d 9d 'uau[walN T.Ogo-I -A,2 payraaA lI W ❑331 h1i133 2!3 dyNi �� II suo!lDna;sul uor4eljel5uI ,sainssoud ubpap xew pue swals/ts IIe .lo4 x!puadd'd A] a41 ol.la;ab -wa4sAs a!;!aads auo oT sole!aa uor;ea!Irl slgl ul palou ainssaad ub!sap ail ('Z 'asn Ja sl!wfl A04 Sr u014-�a5 -d3 04 Ja;al! (•T U0410 9£9-/V/N!+ :aJnssaad uBlsaQ y/N :WeTs!sold Pedwj sa), :ZHAH ap!slno asn ao;. paAoiddpr ON :ZHAH u! asn .rok panoiddy osn;o s41u.l1-j M045AS 300'd swa}sASTooa uz)wnl!g paq!poW uawn4!9 Pa!d!poW o)Qse!lu!13 T'EESZ ual;dlac�saQ atuep -Jo a9gwnN'Iap014 # ld 6T0Z/ETISO 6TOZIZZ190 6TOZI4Z/90 6TOZIOZ/90 ❑ uorado T poglaW s4anpoic# ;o panO-iddy ale❑ Ienojddd D9d bulpuad aleCl Pa4eP!12A a;ea paa4!wgn5 aTe❑ po4]aW !enoaddy Tanpo.rd apoo aq; woaT suol�Pas spiepuels pnpo-Jd 40 aaua!eA!nb3 C MEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit ##13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATIONREPORT' CertainTeed Corporation Evaluation Report 3520.03.04-R24 20 Moores Road Malvern, PA 19355 (610) 651-5847 FL2533-R23 Date of Issuance: 09/19/2005 Revision 24: 06/20/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials fn 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 Sth Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Flintlastit® 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 "NEMOI etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus a 67-page Appendix. Prepared by: __ 0,11 Robert J.M. Nieminen, P.E. The farsirnHesea I appeanngwasauthorixe0 by Robert Florida Registration No. 59166, Florida DC.4 ANE1983 Nieminen, P.E. on 06120/2019, This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, ner 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 NEMOIetc. nor Robert Nieminen, P.E. are, in anyway, the Designer of Record forany project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. "FNEMOjetc. ROOFING SYSTEMS EVALUATION: 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 fish 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. Z. STANDARDS: Section Property Standard Year 1504.31 wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162 PODS 1507.11.2 Physical Properties ASTM D6163 2098 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 Entity Examination Reference Date ERD(TST6049) FM 4470 3504.06.01-1 06/05/2001 ERD (TSTGD49) FM 4470 3513.08.02 08/1512002 ERD (TSTGD49) FM 447D 03515.07.03 07/2Z/2003 ERD (TS76D49) FM 447D 3519.12_03 12/22/2003 ERB MT6049) FM 4470/4474 3522.07.04 07/28/2004 FRa(TST6049) FM 4470/4474 02843.02.05-11 02/10/2005 ERD(TST6049) FM 4470/4474 353101,06 01/D612006 ERD (TST6049) FM 4470/4474 4674.11,01-1 03/2112006 ERD (TST6049) Physical Properties 3535.10.06 10/31/2006 ERD (TST6049) FM 4470/4474 3521.07.04-R1 10/2612007 ERB(7ST6049) FM 4470/4474 02764.09-05-R1 12/10/2007 ERB(TST6049) FM 4470/4474 02762-03.05-R1 12/10/2007 ERD (TST6049) Phy.O�al Properties C7290.01.08 01/16/2008 ERD(TST6049) Physical Properties C10080.09.08 09/04/2009 ERD (TST6049) FM 4470/4474 C8370.08.08•R1 10/05/2009 ERD (TST6049) FM 4470/4474 P6860.06.07-R1 09/10/20n9 ERE) (TST6049) FM 4470/4474 C30310.12.09 12/17/2009 ERd(TST6049) FM 447oJ4474 C30560.03.10 03/1812010 ERD (TST6049) FM 4470/4474 C31420-08.10 09/21/2010 ERD (TST6049) FM 4470J4474 C33980.12.10 12/Z2/2010 ERD (TST6049) FM 4470J4474 C33830.02.11 02/08/2011 ERD (TST6049) TAS 117(B), Rupture C35500.02A1 02/09/2011 ERD (T5T6049) FM 4470J4474 C37620.07.12 07/24/2012 ER©(TST6049) FM 4470J4474 C37830.07A2 D7/26/2012 ERD (TST6049) Physical Properties C42110.08.12 08/13/2012 ERD (TST6049) FM 4470/4474 C39670.08-12 C8/20/2012 ERB(TST6049) FM 4470/4474 C42280.08.12 08/20J2012 ERD (TST6049) TAS117(A) A35880.04.12-R1 10/26J2012 ERD (TST6049) FM 4470J4474 C44580.07.13 C7/25/2013 ERD (TST6049) fM 4470/4474 C46090.11.13-A 11/20/2013 ERD (TST6049) FM 4470/4474 C45620.03.14 C3/27/20i4 ERD(TST6049) FM 447D/4474 C46760.06.14 06/19/2014 ERD (TST6049) FM 4470/4474 C47320.03.14-R1 04/01J2015 ERD (TST6049) FM 4470/4474 CTR-SC8995.10.15 10/14/2015 ERD (TST6049) FM 4470/4474 CTR-SC9935.01.16 01/14/2016 ERD(TST0049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 ERD(TST6049) FM 4470/4474 CTR-SC10420.01.16 01/2512016 ERE) (TST6049) FM 4470J4474 CTR-SC9175.09.16-1 D9/06/2016 ERD(TST6049) FM 4470J4474 CTR-SC9175.D9.16-1 09106/2016 FRD(TST6049) FM 4470/4474 CTR-SC11590.D8.16-R1 09/06/2016 NEMO ETC, 11C Evaluation Report 3520.03.04-1124 Certificate afAuthorizution #32455 6" EDMON (2017) FBC NON-HVHZ EVALUATION FL2533-1123 CertalnTeed Flintlasti& Modified Bitumen Roof Systems, (610) 651-5847 Revision 24; 06/20/2019 "FNEM0 I etc. Entity Examination Reference Date ERD(TST5049) FM A470/4474 CTR-SC12255.12.15 12/27/2016 ERD (TST5049) Criticality ICP-SC1563D.09.17 09/06/2017 ER (TST&M9) Criticality ICP-SC16225.09.17 09/06/2017 ERD(TST6049) FM 4474 CRT -SC15775.17 09/2.3/2017 FM Approvals (TST1867) rim 4470 ODA2.AM 03/30/1982 FM Approvals (TST1867) FM 4470 3WOA4.AM 03/1611993 FM Approvals (TST1867) FM 4470 3WOA2.AM 03/17/1993 FM Approvals (TST1867) FM 4470 3WCA3.AM 03/17/1993 FMApprovaIs(iST1867) FM4470 1Z4A6AM 09/11/1996 FM Approvals (TST1867) FM 4470 3Y8A1.AM O9/30/1996 FM Approvals MT1867) FM 4470 205A9.AM 06/22/1999 F M App row Is(TST1867) FM 4470 3009502 12/1212000 FMApprovalsJST1867) FM4470 30N869 03/19/2001 FM Approvals (TST1867) FM 4470 3009610 10/1S/2001 FMApprovalsJST1867) FM4470 3006025 12/28/2001 FM ApprovalsJET1867) FM 4470 3012321 07/29/2002 FMApprova€5(75T1867) FM 4470 30O9814 09/06/2002 FM Approvals (75T1867) FM 4470 3014502 04/04/2003 FM Approvals {75T1867) FM 4470 3015444 07/11/2003 FM Approvals{TST1867) FM 4470 3014692 08/O5/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals jST1867) FM4470 3018579 10/09/2003 FM Approvals aST1867) FM 4470/4474 30207C3 07/30/2004 F M App rova Is (TST1967) FM4470/4474 3021759 06/03/2005 EM Ap13rovaIs(75T1867) FM 4470/4474 30Z2033 04/05/2006 FM ApprovalsjST1867) FM 4470/4474 3023458 07/18/2006 FMApprovaIs(TST1867) FM447014474 3026128 08/04/2006 FM ApprovaIs(TST1867) FM 4470/4474 3024311 11/01/2006 F M Ap p rova Is (TST1867) FM4470/4474 3025766 11/13/2006 FM Ap p rova in ( TST1867) FM 4470/4474 3029410 02/19/2007 F M Ap p rova Is (TST1867) FM 4470/4474 3026964 07/25/2007 FMApprovaIs(TST1867) FM447014474 3031262 11/30/2007 FM Approvals (TST1867) FM 4470/4474 3031199 12/23/2008 FMApprovais(TST1867) FM 4470/4474 3032172 06/12/2009 FM Approvain(TST1S67) FM 4470/4474 3037127 01/11/201C FM Approvals (TST1867) FM 4470/4474 3039848 12/02/2011 FM ApprQvals (TST1867) FM 4470/4474 3046104 08/13/2013 FM Approvals (TST1867) FM 4470/4474 3048520 09/19/2013 FMApprovels(TST1867) FM 4470/4474 3055491 12/OS/2016 FM Approva Is (TST1867) FM 4470/4474 3063970 09/14/2018 M11 (TST2508) Physical properties DKOSC4A 03/22/2004 MIT (TST2508) Physical properties DK20E3A 03/22/2004 MTI (TST2508) Physical properties DX20E3A-0o1 Ol/o4/2006 MTI (TST2508) Physical properties AX31G8A 08/21/2008 MTI (TST2508) Physical properties AX3108n 09/05/2008 MTI (TST2508) Physical properties AX31GBF 06/05/2009 MTI (TST2508) Physical properties AX21G8C 01/28/2012 MEMO (TST6049) FM 4474 4L-CTR-18-002.09.18-1; CTR-C1, C2 09/21/2018 MEMO (TST6049) FM 4474 4L-CTR-18-002.09.19-2; CTR-03 09/21/2018 MEMO (TST6049) FM 4474 4L-CTR-18-002.1D.18; CFR-Al, A2, C4 10/22/2018 MEMO (TST5049) FM 4474 4L-CTR-18-002.D3.19A; CTR-CS TO C8 03/07/2019 MEMO (TST6049) FM 4474 4L-C7FR-18-002.D4.19R; CTR-C11 04/12/2019 MEMO (TST6049) FM 4474 2L-C T€-18-001; CTR-C9 & CTR C10 04/17/2019 PRI(TST5878) Physical Properties CTC-032-C2-01 OIJ16/2008 PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC-066-02-01 08/08/2012 PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-068-02-01 OS/o812011 PRI (TST5.878) Physical Properties CFC-070-02-01 08/OS12011 PRI (TSTS878) Physical Properties CTC-071-02-01 08/0812011 PRI (TSTS878) Physical Properties CTC-093-02-01 08/OS/2011 PRI(TST5878) Physical Properties CTC-116-02-01 04/03/2012 PRI (TSTS878) Physical Properties CTC-183-C2-01 10/04/2013 PRI (TST5878) Physical Properties CTC-259-02-01 12/11/2015 LiL,LLC.(QUA9525) QualityAsserance ServiceCflnfirmation,R11656 03/O912017 MEMO i:TC, [ LC Evaluation Report 3520.03.04-R24 Certificate ofAuthorizotivn #32455 6T" EDITION {2017) FUC NON-wyHZ EVALUATION FL2533-1123 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 24: 06/20/2019 D.- I -f 9 s i'• v oo�a 61OZ/oZ/94:bZ uon-au LVBS-159 (OT9)=swa;sAS;ooa uawnpq pagpoW 0!tsel;ulli paaluleVa o EzH-£E5Z13 NOr1Vf1lVA3 ZHAH-NDN 383 (LIOZ) NQLLIO3 �L9 Sst FE# u01m2m-pnViv a1074wal vzm-vo,Eo'OZs£uoday uol;enleA3 Jli a13ow3N II 9 V9T90 WiSV �JelSluo�) d dj wnruuaJd a 1lsellulld (SqS) saueagLuaW deD II 9 b9T90 W1SV d-ad wn'wGJd 0 {lsellulld !1 9 b9T90 WlSV w,Jelslooj 1€d-SID �31;Sellu1l,i 11 0 b9T9O WisV Idd-Sl9@allselluII I 9 b9T9OIN15V —Je151aaDSW9a 11se11uild I 9 b919O Wlsv SWga 1lseµulld I 9 b9T9O W.LSV -JL;SlooD d-iH v laseµulld 9 179T90 WLSV d-ad �nllseilulld i 9 b9T90 WlsV w JelSloaD dPO VsD ipsepulld I 9 b9T9O W15V dej VS. llsellulld I 9 E9T9O W1SV —JelslooD 10£ de0 ad a Ilselluild 9 E9190 W15V 10E del gd ; iasepuild 1 9 E9190 Wises —Je151on7OE del ad 0 1lsepuilJ 1 J E9T90 W15V 0E deD 21d I1se11ui19 i 9 E9T90 W1SV .,aelslaoD HA deJ Vs o t;sepuild I 9 OT9O INiSV ad deJ VS: 115e11ulld I �J Z9TOU VAISV deD 1ono Uj alj5Tupuq[ ! 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Neither NEMQietc. nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically forthat purpose. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 This Evaluation Report does not purportto address codified fire requirements. Refer to a current Approved 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 assemblyshall 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 AIIISI/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 forthe 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 he 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 condticted on mock-ups of the proposed new roof a5sembly. 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 an 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. MEMO ETC, LLC Evaluation Report 3520.03.04-R24 Certificate afAuthorizatian 432455 Cr EDITION (2017) FBC NON-HVHZ EVALUATION F1.2533-1123 Certain'reed Flintiastic® Modlf[ed Bitumen hoof Systems; (610) 651-5847 Revision 24: 06/20/2019 Da C ..f 9 7&--J-13 6TOZ/OZ/90 :trZ uolslnag LtrBS-TS9 (M) `S;WaRSAS }ooa uaumltg pay.€ l oLN Elise 1ui p m I 13 paaluye�.raa UVIESM NouvniVA9 MAN -NON aeJ (LIOZ) Noliju3H19 SSbZiYt uar�nzuoqu+V�o atmr{rua7 trZd-'t+O'EO'OZSE:Poday uoilenlen3 all 'ai31 OMN -1aQd35f NOILV )7V13 51H1 J0 jyVd Wdo3 MO77o31 b'Hl SggVd-L9 3H1 - utoa,ln•sn(vDuueuuganq-uaaesl `6Otg-SVZ (bit,) `5Z96vf o—'Dli `in s}uawaalnbaa VZ) E-oZ9T9 alnM 'J'tl'j Aq paJanaa sal�lIpe} guianpelnuew .to} Aj?jua VZ) paLueu aq};aE!IUOD -13npojd sigi �o u011elle}sut aglaaenlena Apadoid olaapio ui uollolpslanf 2ulneH A;i.iogznyao leiap}o2ulpling aq:LAq pa.tlnbaa sb � r •speol palm u21sep #o u014euiwj;3}ap 1016091 Jed O:L japad -(palldde uaaq Apea.ge seq 6't?OSi Xld aad Alejes;o uiSiew i o; Z aga) Z Aq papinlp a-inssaad Sulssed aiewilln 941 sl3ooi pue `speol puim algemop uo poseq ague;slsa.r peol pulm 104 sullsal4o alnsai aqj sl ainssaad u lsaQ wnuaixelN „dQW -1 xipuaddy ui g4jol jas aae aouelslsDd peal pulm ao} s;uawa)mbaa quauagae;je walsAS Z'9 ulataq asn io suolllpuo:) / suol;ellut17 aq; 01 Pafgns'suolpnilsul uol4elle;sul pagsllgnd uolleaod.ja3 paa.,uleVaj 41!m aauepaoaae ul pallelsui aq Ilegs swaisAs loon uawnllg pa fpolN Ol35ef ullj i'9 ':)ID I WON nfQ ONEMo I etc TASL6 1A 1R DECK Wood Wood APPLICATION New or Reroof (Tear -Off) New or Reroof (Tearoff)A-2 TYPE A-1 DESCRIPTION Bonded Insulation, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover PAGE 5 6.8 1C Wood New, Reroof jear40rff) or Recover ¢ Mech. Attached Base Insulation, Bonded Top insulation, Funded Roof Cover 9 1D Wood New, Reroof (TearOff)or Recover C Mech. Attached Insulation, Bonded Roof Cover 10-11 1E Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 1F-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet, Funded Roof Cover 18-19 1G Wood New or Reroof (Tear -Off) F Noh-Insulated, Bonded Roof Cover 19 ZA Steel or Structural concrete New, Reroof (TearOff)or Recover R Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 20-22 29 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 23-27 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28-30 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded insulation, &ended Roof Cover 31-38 3B Structural concrete New or Reroof (Tear -Off) A-3- Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 38 3C Structural concrete New or Reroof (rear -Off) F Non -Insulated, Bonded Roof Cover 39 4A 49 Lightweight concrete Lightweight concrete New or Reroof (Tear -Off) New or Reroof (Tear -Off) A-1 A-2 Bonded Insulation, Banded Roof Cover Mech. Attached Anchor Sheet, Bonded. Insulation, Bonded Roof Cover 4P-43 44-46 4C 4D 5A Lightweight concrete Lightweight concrete Cementitious wood fiber New, Reroof (Tear -Off) Reroof (Tear -off) or Recover New or Reroof (Tear -Off) E E A-1 Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover Non -Insulated, Mech. Attached Ease Sheet, Bonded Roof Cover Bonded Insulation, Bonded Ro❑f Cover 47-52 52 53 SB Cementitious wood fiber New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 54 5C Cementitious wood fiber New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 55 SD Cementitious wood fiber New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 56-58 6B Existing gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 58-59- 6C Existing gypsum Reroof (Tear -Off) C Mech.Attached Insulation, Bonded Roof Cover Sg 6D Existing gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-67 76 Various Recover F Non -insulated, Bonded Roof Cover 67 iLMo FTC, i ertificate of Authorization H32455 repared by: Robert Nierri PE-59166 Evaluation Report 3520.03.04-R24 for FL2533-RZ 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06120/202. CertainTeed Flintlastiic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 6 he following notes iii to the s tems outlined herein: NNEMOjetc 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 afthe roc deck shall he documented through proper codified and/or FBC Approval documentation 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 014 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMC 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 woad plank embedment. ➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or flat Bottom Plate (Acculrac), OMG 012 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast 41-2 or #14 with Hex Plate or 3" Roun Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FpntFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-Inch steel penetration an engage the topflute of thesteel deck. ➢ Structural Concrete: 01414 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), CMG HD cr CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSplke with Hex Plate er 3" Round Insulatio 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 pile hole In accordance with the fastener manufacturer's published installation instructions. 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 CA requirement ofFA.C. Rule G152C-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Minimum 200 pot, 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 dec listings. Roof decks and structural members shall be in accordance with FEC requirements to the satisfaction cfthe Authority Hi ng Jurisdiction. Load resistance of the roof deck shall be documented through prope eedified and/or FBC Approval documentation. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 cf FM Loss Prevention Data Sheet 1-29 (January 2016). Unless otherwise noted, insulation adhesive application rates are as fellows, Ribbon or bead width Is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's Published instructions. Hot asphalt (HA): Full coverage at 25-301bs/square ➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of sobseguent layers shall be perpendicular to thoseln the foyer below. ➢ Dow INSTA-57IK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-Inch o.c. ➢ ICP Adhesives Polyset BOARD -MAX: Continuous 3-inch ribbons, 12-inch o.c. ➢ ICP Adhesives Poll CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. ➢ 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-PGI): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBorrd 500 or Olyliond Green (00500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (Pace Cart or SpotShot) ➢ Note: When muitipfe layers(s) of insulation and/or coverbaard are hstalle d In ribbon -applied adhesive, boards shall be staggeredfrom layer-to4oyec D Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shop be not less than one-hicispeNfied ribbons spacing, Unless otherwise noted, all insulations areflat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximur Design Pressure (MDP) limitations. In no case shall these values be used to `rncrease'the MDP listings in the tables; rather If MDP listing below meets or exceeds that listed for a particular system in the tables, then th thinner board listed below maybe 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-5TIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min, 1.0-inch) D ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch) D Millennium One StepF❑amableAdhesive(M-Oi MDP-157.5lost (Min,1,0-Inch) ➢ Millennium PG-1 Pump Grade Adl ive(M-PGI): MDP -157.5 psf (Min. 1.0-inch( ➢ OMG OlyBond 500 (08500): MDP -45.0 psf )Min. 0.5-inch Multi -Max FA3) D OMG OIyBond 5DO(OB500): MDP .197.5 psf (Min. 0.5-inch ISO 95+GL) OMG OlyBond 500 (06500): MDP 315:0 psf (Min. 0-5-inch ENRGY 3) ➢ CMG Olyllond 500 (OB500): MDP -487,5 psf (Min. 05-inch ACFoam Ip TMO ETC, tic Eva laatlon Report 3520.03.04-R24 for Ft2533-R2 erthicate of Authorization il32455 6"' IEWTION (2017) FBC NON-HVHZ EVALUATION Revision 24; 06/20/201 reps red by: Robert Nieminen, PE-59166 CertalnTeed Fiintlastic® Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 2 of 6 Bonded ceIyisocyanu rate insulation hoards shall be maximum 4 x 4 ft. 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 FB 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 AN51/SPRI WD1, FM Loss Preventlo Data Sheet 1-29 and Roofing Application Standard RAS 127. Assemblies marked with an asterisk* carry the limltat€one set forth in Section.2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/ enhancements. 0. 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 n rational analysis is permitted. 1. For mechanically attached components aver existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for camparisore to the minimur requirements for the system. Testing and analysis shall be m accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 2. Forexlsting 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 existin 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 m accordance wit ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 3, Far Concrete neck or Recover Applications using System Type D, the insulation is optional. 4. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FCC 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 topcoat thickness Is 2-inches For LWC over structural concrete, reference is made to FCC Section 1917,4,1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foamin agent (ASTM C896), water and Portland cement (ASTM 17150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER3592), Unless otherwise noted, use of these listing in new construction or re -roof (tear -off) applications Is at the discretion of the Designer of Record and Authority Having Jurisdiction. 5. Unless otherwise noted, refer to the foil❑wine references for banded base. ❑Ivor can sheet analicati❑ac REPERENCE LAYER CERTA�NTEEDFilriTi-l�Tl�7�iOtitFIrD BITUMEN MATERIAL COMPONENTS APPLICATION BP -AA tees®sndppsheets, Asphan-Appkedf Base Glasbase; All Weather/Empire Base; Flexiglas Base; Fllntlastit Base 20 Hot asphalt at 20-401bsJsquare ply One or more Fli❑tglas Ply 4; Flintglas Premium Ply BP-AA2 iSa 'spot-aaphalt-Applrv, d) Base Yosemite Venting Base Hotasphalt in 24-Inch diameter spots in 30-inch grid pattern BP-AA3 (Base, Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid pattern noted herein. BP-AA4 tease, stripa.Paalt.aPPueet Base Yosemite Venting Base Hat asphalt in 9-inch wide ribbons spaced as noted herein. BP-CA2 BasefPly Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry N903 Adhesive at 1.5 galfsqua re eP-CA3 BasQi Glasbase; Al I Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced Cinch o.c. SBS-AA t5aa, Mphem-Appnedl Base Flintlastic Base 20; Flintla5tic Poly SMS Base; Flintlastic 1Jltra Poly SMS Base Hot asphalt at 20-401bs/square Ply One or more Fllntlastit Base 20; Flintlastic Poly SMS Base; Flrtlastic Ultra Poly SMS Base Cap oLStar; Flintlastic PR Cap 30; FI'mtlastic FR Cap 30 CoFlintlastic PR Dual Cap; Flintlastic FR-P; Flintlastic FR-P Co❑LStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CcolStar IEM4 ETC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R2 ertificate of Aulho intion 432455 61" EDITION (2017) FBC NDN-HVH2 EVALUATION Revision 24: 06/20/201 repa red by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 652.5847 Appendix 1, Page 3 of 6 (04 pjrftAel Udatr REFERENCE LAYER MATERIAL APPLICATION SBS-CAI (seS, cob-AapFed) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base FIInt6ond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Note: Base ply cures overnight prior to application of the ply or cap ply. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Nintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Rintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P Cwl5tar; Flintlastic GMS; Flintlastic GMS CoolStar SBS-CA2 (sBs, com-apPnrd) Base Flintlastic Base 20; Fllntlastic Poly SMS Base; Flintlastic Ultra PoIySMS Base Henry tit?03 Adhesive at 1.5 gal/square. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintiastic Ultra PolySMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 C❑olStar, Flintlastic FR Dual Cap; Fllntlastic FR-P; Flintlastic FR-P CeolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Fllntlastic GMS; Flintlastic GMS CoolStar SBS-CA3 (sas, mad-Appff d) Base Flintlastic Base 20; Flintlastic poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Adhesive, beads spaced 5-inch o.c Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30.; Flintlastic FR Cap 30CooLStar, FFmtlastic FR Dual Cap; Fiintlastic FR-P; Flintiastic FR-P COCIStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoalStar; Fllntlastic GMS; Flintiastic GMS CoolStar 565-TA (sas,lor<n-AEEneap Base Flintlastic Ultra Poly SMS Base; Fllntlastic Base 20 T T❑rch-Applied PI y One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T y Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 307 CooKtat; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar APP-TA IAPPj—h-Applied) Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Fiintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintiastic GTA-FR Coolstar SBS-SA-R (SBSS, Il Adherf�, Hybrid SYsta ) Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering SBS SA (SB$, SeN-Adhering) Base Flintiastic SA?Ivaase; Rintlastic SA Mid Ply Self Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap Flintlastic SACap;Flintlastic-SA Cap FRCoolStar; Flintlastic SA Cap FR; Flintlastic SACap FRCoolStar 6. Vapor barrier options for use over structural concrete deck followed by adhered insulation carrythe f❑IlowlnB MDP limitations. The lesser of the MDP ILctines halnw us. rh❑seer, rphia an 2n,.I., PRIMER VAPOR BARRIER 7V8FIlntPri— TYPE ATTACH INSULATION ADHESIVE MDP (PSF) FIIntPrime Ffl ntlasiic SA PlyBasoSelf-adhering 08500, 12-inch o.c. -82.5 FlintPrime Flintlastic GTA Torch -applied M-OSFA or M-PG1, ?2-inch e.c. -420.0 Flintlastic Base 20 T, Flintlastic FR Cap 30 T or Flintlastic GTS Torch-applled M-OSFA or M-PG1, 12-inch ox, -495.0 7. "MDP" = Maximum Design Pressure is the result of testing forwind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. IEl ETC, €LC Evaluation Report 3520.03.04-R24 for FL2533-RZ ertificate of Auth❑rization R32455 6"EVITION (2017) FBC NON4iVF4Z EVALUATION Revision 24: 05/20/201 repared by: Robert Nieminen, PE-59166 Certaini Fllntlastic® Modified Bitumen Roof Systems; (610( 651-5847 Appendix 1, Page 4 of 5 TABLE IF-2: i/ I tECKS — NEW CONMuCti oN, RERGO P (TEAR-OFF1 011 RECOVER 6ystem Deck NWINSUILATED, MECHANICALLYATTACHED RASESHEET, BONDED// Base Sheet Roof Cover INata 15) MAP No. {Note 1) Base Fasteners Attach ply CaP Glasbase; Flexlglas; Fllntlastic Flintfast 31n. Insulation Plates with (optlanal) OF- MIn. 15/324nch plywood Base 20; Poly SMS Base; Ultra FflntFast 912 or914; Trufast 3° Metal 6-inch ox, at 4-Inch lap and 6•Irch P.c. in three AA,W-93 58S-AA, SB5-AA, SBS- at max 24-Inch spans Poly SMS Base; Yosemke Ventin R Insulation Plates with OF or HD; OMG 3 13), equally Spaced, staggered center rows 5B5-TA or TA orAP?-TA -97.5 Base In. Aou nd Metal Plates with OMG #14 HD APP-TA W 96 Inch plywood Fllntlastic APP Base T OMG 3 In, Round Metal Plates with OMG 6-inch ox, at 4-Inch lap and 6-Inch o.c.In three at max 24-Inch spans at m x 24-i 914 HD (3), equally spaced, staggered centerrows. APP-TA APP-TA -97.5 Glasbase; Flexlglas; Fllntlastic W-97 Min. 15/32•inch plywood Base 20; All Weather/ Empire F3Entfast 3ln. Insulation Plates With FlfntFast #24; Trufast $" Metal Insulation 8-inch o.c. at 4-inch la and B-Inch o.c. atthree (Optlenal} BP - or at max 24•Inch spans Base; Poly SMS Base; Ultra Poly p Plates with Trufast HD i3; equally spacedstaggered t , center rows AA, 585-AA or SB5-TA -97.5 SMS Base; Yosemite Venting Base SB5-TA Glasbase; Flexlglas; Fllntlastic W-98 Min.19/32-inch plywood 3450 20; Poly SMS Base; Ultra y Note 2 (-inch lap and 7 o.c. In three BP -AA, SBS- 585-AA, SOS- at max 24-Inch spans Poly SMS Base; Yosemite Venting call s aced, ten (3J, equally spaced, staggered center rows AA SBS-TA or TA orAPP-TA -105.0 Base APP-TA W 99 Mfn, 19/32-Inch plywood FhnNastic APP Baser OMG 3 In. Round Metal Plates w€th OMG #14 HD or DekFast Hex Plate with Dekfas[ 7-inch ox, at 3-inch lap and 7-Inch o.c. in throe at max 24-Inch spans 131equally spaced, staggered center rows APP-TA APP-TA -105.0 Glasbase; Flexiglas; Film stic Flintfast3ln. Insulation Plates with (Optional; aP- N-100 Min. 15/32-Inch plywood Base 20; Poly SMS Base; Ultra FIIntFast #22 or 014; Trufast3" Metal 6-Inch o,c, at 4-inch lap and 6=Inch o.c. in four AA, SBS-AA, SBS-AA, SBS- at max 24-lnch spans Poly SMS Base; Yosemite Venting Insulation Plates with DP or HD; OMG 3 (4;, equally spared, staggered center rows SBS-TA or TA orAPP•TA -127.5 Base In, Round Metal Plates with OMG 434 HD APP-TA N 102 Min. 15/32-inch plywood FllntlasticAPPBase7 OMG 3 In. Round Metal Plates with OMG 6-inch o.c. at 4-ireh la and 6-Inch a c. in four p at max 24-Inch spans 914 HO (4), equally spaced, staggered center rows, APP-FA APp-TA -12%.5 Glasbase; Flexlglas Base; " N-102 Min. 15/32-Inch plywood Fllntlastic Base 20; All Weather / Empire Base; Yosemite Venting Fllntfast 3 In. Insulation Plates with FlintFast JF12 or p14; Trufast B" Metal 8-Inch o.c. at 4-inch la and 8-inch c.c. In three p (Optional) at max 24-Inch spans gasa; Fllntlastic Poly SMS Base; Insulation Plates with DP or HD (3), equally spaced, staggared center rows 585-CA1 5B5-CAI -52.5 Flintlastic Ultra Poly SMS Base System Deck Primer Roof Cover (Note 15). MDP (psf) No, (Note 1) base p N Cap Nd03 Min. 15/32-inch plywood at max 24-Inch spans PI1ntPrlme or FlintPrime SA SB5-SA-H (Optional) SB5-TA, APP-TA SB5-TA, APP-TA -112,5 N-104 Min, 15/32-{nth plywood at maA 24,inch spots Flintp{Eme or FpMPrftfte SA 585-5A tOptionel) SBS-SA 5B5•SA -127.5 IEMO FTC, LLC Evaluation Report 3520.03.04-R24 for FL2533-R2 ertificate of Authori2ation 932455 6T"E0I1ION (2017) FBC NON-HVH2 EVALUA-HON Revision 24:06/20/201 repared by: Robert Nieminen, PE-59166 CertainTeed FlintiastiO Modified Bitumen Roof Systems; 16101 651-5847 Appendix 1, Page 19 of 6