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HomeMy WebLinkAboutPRODUCT APPROVAL`Florida Building Code Online, Page 1 of 2 SCANNED BY [tWli0�4 yPePAmhcM bG <c ,�. , "B°us}ness & Rr"ofessional Regulat onLucie County �D ;• Floritla� {� i°.r1 Product Approval I� USER: PuhAc User P ud Anomval Menu > Produa or ADDIKs len Search > Aoollratlen List > Appliraeon Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance 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 FL2948-R32 Revision 2017 Approved n Johns Manville P.O. Box 5108 Denver, CO 80217 (303) 978-4879 codes@jm.com Rmd- (-?Dkac search FEB 2 6 2018 Lucie= Perri, ST. LUCIE COUNTY BUILDING DIVISION REV9raR+dED FOR COMPL REVIEWER Y DATE-2' �- PLANS AND P MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Chris McBride THESE PLANS AND ALL PROPOSFD WORK codes@jm.com ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO _s COMPLY WITH ALL APPUCJWLC CODES, Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcop Received �uHIIGh:;L�D fA31 LIItrS On AI IACIih4E1iIS Robert Nleminen ARE THE RESPONSIBILITY OF THE 66 UL LLCCONTRACTOR OF RECORD UL LLC 06/23/2019 John W. Knezevich, PE © Validation Checklist - Hardcopy Received FL2948 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6298 2005 FM 4470 2012 FM 4474 2011 TAS 114 '2011 UL 189T 2012 Equivalence of Product Standards yp ��j( �9 {V Certified By 7 niii"' T35vtl )' vm J I� ('1—. u �iL ... 2/2/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r Method 1 Option D 10/16/2017 10/17/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 2948.1 Johns Manville SBS Modified SBS modified bitumen roof systems Bitumen Roof Systems Limps of Use Installation Instructions Approved for use in HVHZ: No FL2948 R12 IT 2017 10 FINAL Al ER JM SBS FL2948- R12.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-495.0 Created by Independent Third Party: Yes Other: The Design Pressure noted In this application relates Evaluation Reports to one specific assembly In the ER. Refer to the ER Appendix FL2948 R12 AE 2017 10 FINAL ER JM SBS FL2948- R12.odf for other systems and design pressures. Refer to ER Section 5 for Umlts of Use. Created by Independent Third Party: Yes Bock Next L:_8_Spt Us 1: 2601 Blair Stone Road, Tallahassee Fl 32399 Phone: 650407-1824 The State of Fl9dda Is an AA/EEO employer. Cnovrinht 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility Satement :: Refund Statement Under Florida law, email addresses are public rectmis. IF you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contace the office by phone or by traditional mail. If you have any questions, please connate 850.487.1395. *Pursuant to Section 455.275(1), Florida statutes, eeutive October 1, 2012, licensees licensed under chapter 455, F.S. must Unwise the Department with an email address U they have one. The smalls pmvlded may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a pessonal address, please pmyWe the Department with an email address which can be made available lathe public. To dammilne If you are a licensee under chapter 455, F.S., please clul, hg . produce Approval Accepts: ® W WN ® M mrvml- a securitymi:TnIcs' https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgvTnWPlazIv9... 2/2/2018 �l I KINIIY I ERD EVALUATION REPORT Johns Manville Corporation P.O. Box 5108 Denver, CO 80217 (303)978-4879 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report J8230.03.08-1131 FL2948-R12 Date of Issuance:03/28/2008 Revision 11:10/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Johns Manville SBS Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements 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. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD 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 'Trinity ) ERD 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 50-page Appendix Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG7 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/1412017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity 1 ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity 1 ERD 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 Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. � 1 KINIIY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Johns Manville SBS Modified Bitumen Roof Systems, as produced by Johns Manville Corporation, have demonstrated compliance with the following sections of the 6ei Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM 06164 2011 1507.11.2 Physical Properties ASTM D6298 2005 1515.1.1 Wind TAS 114 2011 3. REFERENCES: 9flilly. Examination Reference Date ACRC(TST4671) TAS 114 03-017 09/30/2003 ACRC(TST4671) TAS 114 03-015 09/30/2003 ACRC(TST4671) TAS 114 03-012 12/04/2003 ACRC(TST4671) TAS 114 06-003 03/27/2006 ACRC(TST4671) TAS 114 06-005 03/27/2006 ACRC(TST4671) TAS 114 06-009 06/28/2006 ACRC(TST4671) TAS 114 07-014 04/18/2007 ERD (TST6049) Physical Properties 00257.03.05-1 03/17/2005 ERD (TST6049) TAS 114 02843.02.07 02/07/2007 ERD (TST6049) Physical Properties J6990.12.07 12/03/2007 ERD (TST6049) Physical Properties J17040.11.09 11/16/2009 ERD (TST6049) Physical Properties 113700.05.10-1 05/11/2010 ERD (TST6049) Physical Properties 113700.05.10-2 05/11/2010 ERD (TST6049) FM 4470/4474 J30820.09.10-1 09/16/2010 ERD (TST6049) FM 4470/4474 130820.09.10-1 04/04/2011 ERD (TST6049) FM 4470/4474 JM-SC7565.10.14-1 10/13/2014 ERD (TST6049) FM 4470/4474 RAS-SC8750.05.15 05/27/2015 ERD (TST6049) FM 4470/4474 JM-SC7565.08.15-1 08/03/2015 ERD (TST6049) FM 4470/4474 JM-SC11320.03.16 03/10/2016 ERD (TST6049) FM 4470/4474 JM-11190.03.16 03/11/2016 FM Approvals (TST1867) FM 4470 1Q6A4.AM 12/11/1990 FM Approvals (TST1867) FM 4470 3001002 05/11/1998 FM Approvals (TST1867) FM 4470 3001482 08/11/1998 FM Approvals (TST1867) FM 4470 3001623 09/10/1998 FM Approvals (TST1867) FM 4470 3002823 04/01/1999 FM Approvals (TST1867) FM 4470 3003468 02/02/2000 FM Approvals (TST1867) FM 4470 3007148 04/19/2000 FM Approvals (TST1867) FM 4470 3005753 09/13/2000 FM Approvals (TST1867) FM 4470 3006346 09/15/2000 FM Approvals (TST1867) FM 4470 3009499 04/04/2001 FM Approvals (TST1867) FM 4470 3011057 08/10/2001 FM Approvals (TST1867) FM 4470 3001457 03/04/2002 Exterior Research and Design, I.I.C. Evaluation Report JBZ3D.03.08-R11 Cerdficote o/AuNorJiatlon#9503 6raEDITION (2017)FBC NON-HVHZ EVALUATION FL2948-R12 Johns Manville SBS Modified Bitumen Roof Systems Revision 11: 10/14/2017 Page 2 of 6 \,I TRINITY I ERD Entity Examination Reference Date FM Approvals(TST1867) FM 4470 3001457 04/04/2002 FM Approvals (TST1867) FM 4470 3012974 06/03/2002 FM Approvals(TST1867) FM 4470 3012064 06/25/2002 FM Approvals(TST1867) FM 4470 3014090 09/05/2002 FM Approvals(TST1867) FM 4470 3011248 11/02/2002 FM Approvals(TST1867) FM 4470 3015224 02/21/2003 FM Approvals(TST1867) FM 4470 3017543 03/05/2004 FM Approvals(TST1867) FM 4470 3020586 06/09/2004 FM Approvals(TST1867) FM 4470 3020703 07/30/2004 FM Approvals(TST1867) FM 4470/4474 3020586 11/29/2004 FM Approvals(TST1867) FM 4470/4474 3020600 01/21/2005 FM Approvals(TST1867) FM 4470/4474 3026130 04/26/2006 FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3026128 08/04/2006 FM Approvals(TST1867) FM 4470/4474 3026151 08/15/2006 FM Approvals(TST1867) FM 4470/4474 3024311 11/01/2006 FM Approvals(TST1867) FM 4470/4474 3026728 11/22/2006 FM Approvals(TST1867) FM 4470/4474 163479-48573-0 01/09/2007 FM Approvals(TST1867) FM 4470/4474 3029993 09/21/2007 FM Approvals(TST1867) FM 4470/4474 3035191 05/20/2009 FM Approvals(TST1867) FM 4470/4474 3034810 09/10/2009 FM Approvals(TST1867) FM 4470/4474 3036559 10/02/2009 FM Approvals(TST1867) FM 4470/4474 3037222 10/02/2009 FM Approvals(TST1867) FM 4470/4474 3037929 07/18/2011 FM Approvals(TST1867) FM 4470/4474 3040986 09/23/2011 FM Approvals(TST1867) FM 4470/4474 3043824 04/06/2012 FM Approvals(TST1867) FM 4470/4474 797-07736-267 10/04/2012 FM Approvals(TST1867) FM 4470/4474 3044716 10/19/2012 FM Approvals(TST1867) FM 4470/4474 3046174 04/03/2013 FM Approvals(TST1867) FM 4470 3053754 03/04/2015 FM Approvals(TST1867) FM 4470/4474 3060143 01/05/2017 Madinah C&TC (TST9199) TAS 114 MCTC 10-003 07/02/2010 Madinah C&TC (TST9199) TA5114 MCTC 10-006 08/12/2010 PRI (TST5878) Physical Properties JMC-106-02-01 04/15/2013 PRI (TST5878) FM 4470/4474 JMC-108-02-01 04/16/2013 PRI (TST5878) FM 4470/4474 JMC-109-02-01 04/16/2013 PRI (TST5878) FM 4470/4474 JMC-114-02-01 04/16/2013 PRI (TST5878) FM 4470/4474 JMC-118-02-01 04/16/2013 PRI (TST5878) Physical Properties JMC-107-02-01 04/17/2013 PRI (TST5878) FM 4470/4474 JMC-126-02-01 04/17/2013 PRI (TST5878) FM 4470/4474 JMC-131-02-01 04/17/2013 PRI (TST5878) FM 4470/4474 1MC-132-02-01 04/17/2013 PRI (TST5878) FM 4470/4474 1MC-113-02-01 04/19/2013 PRI (TST5878) FM 4470/4474 JMC-118-02-02 04/19/2013 PRI (TST5878) FM 4470/4474 JMC-141-02-01 05/13/2013 PRI (TST5878) FM 4470/4474 JMC-222-02-01 02/26/2015 PRI (TST5878) FM 4470/4474 JMC-222-02-02 04/22/2015 PRI (TST5878) UL1897 JMC-222-02-02(A) 04/22/2015 PRI (TST5878) FM 4470/4474 JMC-222-02-04 08/14/2015 PRI (TST5878) FM 4470/4474 JMC-242-02-01 11/18/2015 PRI (TST5878) FM 4470/4474 JMC-242-02-02 11/18/2015 PRI (TST5878) FM 4470/4474 JMC-242-02-03 11/18/2015 PRI(TST5878) FM 4470/4474 1MC-245-02-01 03/29/2016 PRI (TST5878) FM 4470/4474 JMC-245-02-02 03/29/2016 PRI (TST5878) FM 4470/4474 JMC-268-02-01 03/30/2016 Exterior Research and Design, LLC. Evaluation Report 18230.03.08-R31 Cergffwte ofAWharl:odon x9503 6EDITION (2017)FBC NON-HVHZ EVALUATION FL2948-R12 Johns Manville SBS Modified Bitumen Roof Systems Revision 11: 10/14/2017 Page 3 of 6 UTRINITYIERD Entiv Examination Reference Date PRI (TST5878) FM 4470/4474 JMC-267-02-01 03/31/2016 PRI (TST5878) FM 4470/4474 JMC-267-02-02 04/05/2016 PRI(TST5878) FM 4470/4474 JMC-272-02-01 04/07/2016 Miami -Dade (CER1592) TAS 114 Various NOAs Current UL, LLC (QUA9625) Quality Assurance Service Confirmation, R10167 Exp. 06/23/2019 4. PRODUCT DESCRIPTION: This Evaluation Report covers Johns Manville Modified Bitumen Roof Systems installed in accordance with Johns Manville published installation instructions and the Limitations / Conditions of Use herein. The following Johns Manville products make up the subject systems. TABLE1: ROLL -GOODS FORJOHNS MANVILLE MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Base / Ply Sheets GIasPIy IV ASTM D2178 N/A IV GIasPIy Premier ASTM D2178 N/A VI GlasBase Plus _ ASTM D4601 N/A II PermaPly 28 ASTM D4601 N/A II IMCIeanBond SBS Base ASTM D4601 N/A II 1M BaseGrip SD/SA ASTM D4601 N/A II Ventsulation Felt ASTM D4897 N/A II DeckPro Proprietary N/A N/A Smooth -Surfaced SIBS DynaPly T1 ASTM D6162 S I DynaBase ASTM D6163 S I DynaBase HW ASTM D6163 S I DynaWeld Base ASTM D6163 S I DynaBase XT ASTM D6163 S I DynaBase PR ASTM D6164 S I DynaFast 180 HW ASTM D6164 S I DynaFast 180 S ASTM D6164 S I DynaLastic 180 S ASTM D6164 S I DynaWeld 180 S ASTM D6164 S I DynaFast 250 HW ASTM D6164 5 II DynaLastic 250 S ASTM D6164 S II DynaLastic 250 FR S ASTM D6164 S II DynaGrip Base SA/5D Proprietary N/A N/A DynaGrip Base SD/SA Proprietary N/A N/A DynaGrip Base SA/SA Proprietary N/A N/A Granule -Surfaced SIBS DynaKap Tl ASTM D6162 G I DynaKap FR T1 ASTM D6162 G I DynaKap FR Tl CR ASTM D6162 G I DynaKap FR Tl CR G ASTM D6162 G I DynaMax FR ASTM D6162 G III DynaMax FR CR ASTM D6162 G III DynaMax FR CR G ASTM D6162 G III DynaGlas ASTM D6163. G I DynaGlas 30 FR ASTM D6163 G 1 DynaGlas 30 FR CR ASTM D6163 G I DynaGlas FR ASTM D6163 G I DynaGlas FR CR ASTM D6163 G I D naGlas FR CR G ASTM D6163 G I DynaWeld Cap FR ASTM D6163 G I Exterior Research and Design, LLC. Evaluation Report J8230.03.08-1111 CerUlicote Of Authorization 09503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.2948-1112 Johns Manville SRS Modified Bitumen Roof Systems Revision 11: 10/14/2017 Page 4 of 6 5. �I TRININ ERD TABLE'S (CONTINUED): ROLL -GOODS FOR JOHNS MANVILLE MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Granule -Surfaced SBS (continued) DynaWeld Cap FR CR ASTM D6163 G I DynaWeld Cap FR CR G ASTM D6163 G I DynaGlas 30 FR XT ASTM D6163 G I DynaGlas FR XT ASTM D6163 G 1 DynaGlas FR XT CR ASTM D6163 G I DynaGlas FR XT CR G ASTM D6163 G I IMCleanBond SBS Cap ASTM D6163 G I DynaLastic 180 ASTM D6164 G I DynaLastic 180 FR ASTM D6164 G I DynaLastic 180 FR CR ASTM D6164 G I DynaLastic 180 FR CR G ASTM D6164 G I DynaWeld Cap 180 ASTM D6164 G I DynaWeld Cap 180 CR ASTM D6164 G I DynaWeld Cap 180 FR ASTM D6164 G I DynaWeld Cap 180 FR CR ASTM D6164 G I DynaWeld Cap 180 FR CR G ASTM D6164 G I DynaLastic 250 ASTM D6164 G II DynaLastic 250 FR ASTM D6164 G II DynaLastic 250 FR CR ASTM D6164 G II DynaLastic 250 FR CR G ASTM D6164 G II DynaWeld Cap 250 ASTM D6164 G II DynaWeld Cap 250 CR ASTM D6164 G II DynaWeld Cap 250 FR ASTM D6164 G II DynaWeld Cap 250 FR CR ASTM D6164 G II DynaWeld Cap 250 FR CR G ASTM D6164 G II DynaGrip Cap Proprietary N/A N/A Foil -Surfaced SBS DynaClad ASTM D6298 N/A N/A DynaClad Copper ASTM D6298 N/A N/A LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current LIL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS Exterior Research and Design, U.C. Evaluation Report J8230.03.08-R31 CertilJrote ofAuthoAroNon 09503 a EDITION (2017) FBC NON-HVHZ EVALUATION FL2948-R12 Johns Manville SBS Modified Bitumen Roof Systems Revision 11: 10/14/2017 Page 5 of 6 , I KINITY ERD n'$g., N^j'}'x T3�. s'S a„.:^."r,ti x�,•4 if'K,*.`,. a:: .wy„"' .,. ., �Yi';i:„ e''v' _SYSTEEM"'�WP�E'E,., NON`INSVLA?f�D IflEGfil�'NlCA1.I4,YATTACIiED BASESF)�ET 80N RtCp,UEa v._,.. ,��°.s'.". ,, a ,�`J��..s System Deck Base Sheet Roof Cover (Note 151 MDP Base Fasteners Attach Base Ply Cap Ply No. (Note 1) (Psf) MIn.39/32-Inch plywood at max. Two plies of PermaPly 28, 32 ga, 1-5/8-inch diameter tin 9-Inch o.c. In 4-Inch lap and 12- (Optional) BP -AA, SBS-AA, SBS-CA2 W-19 24-Inch spans DynaBase, GlasBase Plus or caps with 11 ga. annular ring Inch o.c. in two, equally r5BS-T SBS-AA, SBS-CA2 or585-TA or585-TA -52.5 Ventsulation shank nails spaced, staggered center rows min. h plywood at max. GlasPly Premier, PermaPly 28 or 32 ga., 1-5/8-Inch diameter tin caps with 11 annular ring 9-Inch o.c. in 4-Inch lap and 9- Inch o.c. in two, equally (Optional) BP -AA, SBS-AA, SBS-CA 60 0 W 20 -inch spans 241nch spans Ventsulation ga. shank nails spaced, staggered center rows rSBS-T SBS-AA, SBS-CA2 or585-TA or SBS-TA B E H W00, ION�RE�ItO�"'OF �(T AR OF }o RECOVtERc �t t-�"h*". .Y3 e"'^''''» .� �-"1'7`-v~• mEmW`j}CpONST�RL `,�S?TEM '-. TEsD' 'S.'u w xz"'3U s"t,.'4 .1?.`^, ."�.=e' a,��. TYPEE"r`NO.N=1 ,ECI�IANI7tALL1,xAl`TA'"C System Deck Base Sheet Roof Cover (Note 151 MDP No. Slip Sheet (Note 1) Base Fasteners Attach Base Ply Cap Ply (Psf) W 21 Min. 19/32-Inch plywood (Optional) One or more layers PermaPly 28, loose DynaBase High Load Fasteners through 1-Inch wide JM 9-Inch o.c. within the min. 4- Inch wide, heat -welded side (Optional) SBS-AA or SBS-TA SBS-AA or SBS- -37.5• at max. 24lnch spans laid Polymer Membrane laps.TA Batten (Optional) One or more DynaFast 180 HW High Load Fasteners and 18-Inch o.c. within the min. W-22 Min. 15/32-Inch plywood layers PermaPly 28, loose or DynaFast 250 JM APB Plates or High min. flinch wide, heat -welded (Optional) SBS-TA 5B5-TA -45.0 at max. 24-inch spans laid HW Load Plates side laps. W-23 MIn. 19/32-Inch plywood (Optional) One or more layers PermaPly 28, loose GlasPly Premier, PermaPly 28 or Note 2 8-Inch o.c. in 4-Inch lap and 8- Inch o.c. in three, equally (Optional) BP -AA, BP-CA2 SBS-AA, SBS-CA2 -52.5 at max. 24-Inch spans laid Ventsulation spaced, staggered center rows SBS-AA, 585-CA2 or 585-TA or SBS-TA Exterior Research and Design, U.C. d/b/a TrinitylERD Evaluation Report J8230.03.08-R31 for F12948-R32 Certo7cate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nleminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 978.4879 Appendix 1, Page 9 of 50 Florida Building Code OnliPage 1 of 2 777 li1P BCIS Home Loglo I User RegbMUon Hot Topics Submit Surchage Sons Facts Publications I FBC staff I BCIS Site Map Lin" Search flo(Idd n r' r Product Approval/I'r}S Y� USER: Public User ' � Vlr/ �jJ .• Product Approval Menu> Product or Amdatlon Search> Aonlication Ust> Application Detail i =:ice I FL # FL2948-R12 _ Application Type Revision aa0OU 4W1i3 W Code Version 2017 Application Status Approved 3H1 40180063d 3N138Y uawH07L1v d0 SH3'f3!87d a3110N00 Comments Archived Product Manufacturer Johns Manville THESE PLANS AND ALL PROPOSED WORK Address/Phone/Email P.O. Box 5108 ARE SUBJECT TO ANY CORRECTIONS Denver, CO 80217 (303) 978-4879 REQUIRED BY FIELD INSPECTORS THAT codes@jm.com NECESSARY IINI ORDER Authorized Signature Chris McBride pBE rTO e COMPLY COMPLY WIN ALL APPLlusw B6D6St codes@jm.com If ST. LUCF' COTJN Y BUIL _ S Technical Representative RF,VLE{{'ED FOR COi Address/Phone/Email RME{VE BY Quality Assurance Representative DATE Address/Phone/Email PLANS AND PERMIT MUSTH KEPT OR NO INSPECTION NVILL BE MADE, Category Roofing labl — Of 6 8 Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I] Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/23/2019 Validated By John W. Knezevich, PE (J Validation Checklist- Hardcopy Received Certificate of Independence FL2948 R12 COI 2017 01 COI Nieminen odf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6298 2605 FM 4470 2012 FM 4474 2011 TAS 114 2011 UL 1897 2012 Equivalence of Product Standards Certified By JOB https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvTnWP 1 azlv9... 3/8/2018 Florida Building Code Onli-- Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/16/2017 10/17/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 2948.1 Johns Manville SBS Modified SBS modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL2948 R12 lI 2017 10 FINAL Al ER JM SBS FL2948 R12.odf Impact Resistant: N/A Design Pressure: +N/A/-495.0 Other: The Design Pressure noted in this application relates to one specific assembly In the ER. Refer to the ER Appendix for other systems and design pressures. Refer to ER Section 5 for Limits of Use. Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL2948 R12 AE 2017 10 FINAL ER JM -SBS FL2948 R12.odf Created by Independent Third Party: Yes Back Nevt o� Us :: 2601 Blair Some Road, Tallahassee & 32399 Phone, 850-487-1824 The some of Florida H an ANEED employer. Soovr ul t 2007-2013 Smte of Florida :: PHv,a Statement':: Accessibility Statement :: Refund statement Under Honda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this unity. Instead, contact the office by phone or by tredtlonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Sectbn 455.275(1), Florida statutes, eRtttwe October 1, 2012, licensees 8censed under chapter 455, F.S. must provide the Department with an email address if they have one. The mails provkled may be used for official communication with the Ilceosee. However small addresses am public record. If you do not wish th supply a personal address, please provide the Department with an small address which can be made available to the public. To determine If you are a smosee under Product Approval Accepts: Mr go ® RE https://www.floridabuilding.oiglprlpr_app_dtl.aspx?param=wGEV XQwtDgvTnWP 1 azIv9... 3/8/2018 SQL -APPENDIX 1: ATTACHMENT REQUIREMENTS pt`L ` �' TRINITY ;ERD 1A Wood New or Reroof (Tear -Off( A-1 Bonded Insulation, Bonded Roof Cover 5 1B Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 ;E Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7 /1F� Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 8 �_16 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9 1H Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9 2A Steel or Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-14 28 Steel or Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 15-18 2C Steel or Concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 19-21 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 22-26 3B Structural concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 27 3C Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded -Roof Cover 28 3D Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover, Paver System Overburden 28 4A LWIC New or Reroof (Tear -Off) A-1 LWC to Deck, Bonded Insulation, Bonded Roof Cover 29-32 4B LWIC New or Reroof (Tear -Off) A-2 LWC to Deck, Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 33 4C LWIC New, Reroof (Tear -Off) or Recover C LWCto Deck, Mech. Attached Insulation, Bonded Roof Cover 33 4D LWIC New or Reroof (Tear -Off) E LWC to Deck Mech. Attached Base Sheet, Bonded Roof Cover 34-38 4E LWIC New, Reroof (Tear -Off) or Recover E LWC to Deck Mech. Attached Base Sheet, Bonded Roof Cover 39 4F LWIC New or Reroof (Tear -Off) F LWC to Deck, Bonded Roof Cover 39 4G LWIC New or Reroof (Tear -Off) F LWC to Deck Bonded Roof Cover, Paver System Overburden 39 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40 58 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulatlon, Bonded Roof Cover 41 50 CWF New. Reroof Rear-OfFl or Recover B Mech. Attached Base Insulation. Bonded Too Insulation. Bonded Roof Cover 41 42 5D CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 42 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 44-45 6C Gypsum New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 45 6D Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 6E Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 46 7 Various Recover A-1 Bonded Insulation, Bonded Roof Cover 47-49 8 Various Summary of FBC 423.25.4.1 EHPA Svstems Der SSTD 12-99 ED Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 18230.03.08-1131 for F1.2948-1112 Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVH2 EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nleminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 978-4879 Appendix 1, Page 1 of 50 -J I RINITY ERD The following notes aonly to the systems outlined herein: 1. The 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. 1 2.1 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: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: Ultral'ast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. ➢ Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Structural Concrete Fasteners with Ultra Fast Metal Plates (flat bottom only). Minimum 1-Inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published Installation Instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board, that meets the CIA requirements of F.A.C. Rule -3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete maybe substituted for, or installed below the rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority Having JurisdictIon. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall "pandas noted in the manufacturers published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square ➢ JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-Inch wide ribbons,12-Inch o.c. orfull coverage at 2.0 gal/square D 1M Two -Part Urethane Insulation Adhesive(UTA-2): Continuous 0.75-inch wide ribbons, 12-inch o.c. Note: JM Green Two -Part Urethane Insulation Adhesive maybe used where UTA-2 is referenced. ➢ JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.75-Inch wide ribbons,12-inch o.c. ➢ 1M One -Step Foamable Adhesive (OSFA): Continuous 0.5 to 0.75-Inch wide. ribbons, 12-Inch o.c. ➢ ICP Adhesives CR-20: Continuous 2.5 to 3.5-Inch ribbons, 12-Inch o.c. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are Installed in ribbon-appiled odhesive, adhesive ribbons shall be staggeredfrom layer -to -layer a distance cfone-halfthe ribbon spacing. D Note: The maximum edge distancefrom the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP listings In the tables; rather if MDP listing below meets or exceeds that listed for a particularsystem In the tables, then the thinner board listed below maybe used as a drop -in for the equivalent thicker material listed In the table: D JM Two -Part Urethane Insulation Adhesive(UTA-2): MDP -315.0 psf (Min. 0.5-Inch thick) ➢ 1M Roofing System Urethane Adhesive (RSUA): MDP -157.5 psf (Min. 0.5-Inch thick) D 1M One -Step Foamable Adhesive (OSFA): MDP -157.5 psf (Min. 0.5-Inch thick) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-Inch thick) 8. Bonded polylsocyanurate insulation boards shall be maximum 4 x4 ft. 9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN51/SPRI WDS, 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. 10. Forfully bonded assemblies, the maximum design pressure forthe selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis Is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be In accordance with AN51/SPRI FX-1 or Testing Application Standard TA5105. Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 18230.03.08-1131 for FL2948-R12 Certificate of Authorization #9503 6ry EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nleminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 9784879 Appendix 1, Page 2 of 50 QI RINITY ERD 12. For existing substrates in a bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures an its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5 124. 13. For Recover Applications using System Type D, the insulation Is optional. Alternatively, an FBC Approved coverboard may be used as a separator board, preliminarily attached prior to roof cover installation. The existing roof system shall be suitable for a recover application. 14. Lightweight Insulating concrete (LWIC) shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top- coat thickness is 2-Inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. 'rf'.JONNS�MANVILLLBOOri,.COVERS "'^• 5^edv+,xx ,;�vm At ,e ,='^'a —c Rra ''"t ;'�.r,`+ sirG?'. Reference Layer Material Application BP -AA Base Ply GlasBase Plus, PermaPly 28 (Base and Ply sheets, Ply GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28 Hot asphalt at 20-40 lbs/square Asphalt -Applied) BP -CAS (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28 1M MBR Cold Application Adhesive Applied, 1-part) at 1.5 to 2.0 gal/square BP-CA2 (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28 JM MBR Bonding Adhesive at 1.5 to Applied, 2-part) 2.0gal/square BP-CA3 (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28, GlasPly IV, GlasPly Premier _ JM Premium Cold App at 1.5 to 2.0 Applied, 1-part) gal/square Base Ply or Ply DynaPIyT1, DynaBase, DynaBase Xr, DynaBase PR, Dynalastic 180 S, DynaLastic 250 S, DynaLastic 250 FRS SBS-AA DynaPly T1, DynaKap TS, DynaKap FR T3, DynaKap FR Tl CR, DynaKap FR T3 OR G, DynaGlas, DynaGlas FR, DynaGlas FR XT, DynaGlas FR (585, Asphalt -Applied) Cap Ply XT CR, DynaGlas FR XT CR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR, DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR OR Hot asphalt at 20-40Ibs/square XT, Dyne Lastic 180 5, DynaLastic 250 S, Dynalastic 250 FR S, DynaLastic 180, DynaLastic 180 FR, Dynalastic 180 FR CR, DynaLastic 180 FR CR G, nal-astic 250, nalastic 250 FR, nalastic 250 FR CR, nal-astic 250 FR CR G, DynaMax FR; D naMax FR OR, D naMax FR CR G Base Ply or Ply DynaPly T1, DynaBase, DynaBaae Xr, DynaBase PR, Dynalastic 180 S, Dynalastic 2505, Dynalastic 250 FR S DynaPly T1, DynaKap T1, DynaKap FR T1, DynaKap FR T1 OR, DynaKap FR TS OR G, DynaGlas, DynaGlas FR, DynaGlas FR XT, DynaGlas FR JM MBR Cold Application Adhesive (SBS, Cold -Applied, 1-part) (SBS, Co Cap ply XT CR, DynaGlas XT CR G, DynaGlas FR OR, DynaGlas G, DynaGlas DynaGlas 30 OR, DynaGlas 30 FR, DynaGlas FR CR at 1.5 to 2.0 gal/square 0 it , Xi DynaLastic 180 S, DynaLastic 250 5, DynaLastic 250 FR S, Dynalastic 180, DynaLastic 180 FR, DynaLastic 380 FR CR, DynaLastic 160 FR , yn , is CR G, CynaLastic 250, DynaLastic 250 FR, DynaLastic 250 FR OR, DynaLastic 250 FR CR G, D naMax FR, DymaMax FR CR, DynaMax FR CR G Base Ply or Ply naP T1, DynaBase, DynaBaseXr, DynaBase PR, nalastic 180 S, Dynalastic 250 S, Dynalastic 250 FRS DynaPly Tl, DynaKap T3, DynaKap FR T1, DynaKap FR TS CR, DynaKap FR T1 CR G, DynaGlas, DynaGlas FR, DynaGlas FR XT, DynaGlas FR SBSCA2 Cap Ply XT CR, DynaGlas FR XT CR G, DynaGlas FR CR, DynaGlas FR OR G, DynaGlas 30 FR, DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR JM MBR Bonding Adhesive at 1.5 to (SBS, Cold -Applied, 2-part) XT, DynaLastic 180 S, Dynalastic 250 S, Dynalastic 250 FR S, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, Dynalastic 180 FR 2.0 gaVsquare CR G, naLastic 250, DynaLastic 250 FR, Dynalastic 250 FR OR, DynaLastic 250 FR CR G, naMax FR, naMax FR CR, naMax FR CR G Note: SBS- applications shall not be'mlxed'with SBS-AA applications Exterior Research and Design, U.C. d/b/a Trinity]ERD Evaluation Report J8230.03.08-1131 for FL2948-R32 Cerrifimte of Authorization #9503 6Te EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems, (303) 978-4879 Appendix 1, Page 3 of 50 VTRINITY I ERD �,�. ,awo .. gryz imro ;r--� < x � 0 '• jK yya �,.'",..,.,y. 4�-y.a, v-* ---, ,T—,r+•-,.-- n+ „-, t' ,` J 1f. S a 8. I .. . Reference Layer Material Application Base Ply or Ply naPlyT1, DynaBase, DynaBase XT, DynaBase PR, DynaLastIc 180 S,Dnalastic 250 S, DynaLastic 250 FRS SBS-CA3 DynaPly T3, DynaKap T1, DynaKap FR T3, DynaKap FR T3 OR, Dynal(ap FR TS OR G, DynaGlas, DynaGlas FR, DynaGlas FR XT, DynaGlas FR JM Premium Cold App at 1.5 to 2,0 XT OR, DynaGlas FR )(r CR G, DynaGlas FR CR, DynaGlas FR OR G, DynaGlas 30 FR, DynaGlas 30 FR OR, DynaGlas 30 FR, DynaGlas 30 FR CR (SBS, Cold -Applied, 1-part) Cap Ply XT, Dynalastic 180 S, DynaLastic 250 S, Dynalasdc 250 FR 5, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR gal/square CR G, DynaLastic 250, DynaLastic 250 FR, DynaLastic 250 FR CR, DimaLastic 250 FR CR G, DynaMax FR, DynaMax FR CR, DynaMax FR CRG Base Ply or Ply DynaBase HW, DynaWeld Base, DynaWeld 1805 SBS-TA DynaWeld Cap FR, DynaWeld Cap FR CR, DynaWeld Cap FR CR G, DynaWeld Cap 180, DynaWeld Cap 180 CR, DynaWeld Cap 180 FR, Torch -Applied (SBS, Torch -Applied) Cap Ply DynaWeld Cap 180 FR OR, DynaWeld Cap 180 FR CR G, DynaWeld Cap 250, DynaWeld Cap 250 CR, DynaWeld Cap 250 FR, DynaWeld Cap 250 FR CR, DynaWeld Cap 250 FR CR G, DynaClad, DynaClad Copper SBS-SA Base Plyor PN naGrlp Base SD/SA, naGrl Base SA/SA, JMCIeanBond SBS Base Sheet Self -Adhering (SBS, self -adhering) Ca PI naGri Cap, JMCIeanBond SBS Cap Sheet 16. Modified bitumen vapor barrier options for use over structural concrete deck followed by adhered Insulation applied as follows carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those In Table 3A applies: rVRBARRIER*OPT ON5'5�11URURAL OON,cRETE DECK FtOLLOwEbwBY ADHERED`I {UWTION�P�R TABlE 3A yy .%�*` # a" �'Se„ 7 *e T „1�„ �� '' �'�_ � � Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) 1M Roofing System Urethane Adhesive VB-1. ASTM D41 Two plies GlasPly IV, GlasPly Premier in hot asphalt - (RSUA), 12-Inch o.c. 480.0 JM One -Step Foamable Adhesive (OSFA), VB-2. ASTM D41 Two plies GlasPly IV, GlasPly Premier in hot asphalt 12-Inch o.c. -180.0 DynaPly T1, DynaBase, DynaBase M, DynaBase PR, DynaLastic 180 S, DynaLastic 250 S, DynaLastic 250 FRS in hot asphalt 1M One -Step Foamable Adhesive (OSFA), VB-3. ASTM D41 or DynaBase HW, DynaWeld Base, DynaWeld 180 S torch -applied 12-inch o.c. -180.0 VB-4. JM SA Primer Low JM Vapor Barrier SA, Self -adhered 1M Two -Part Urethane Insulation -277.5 VOC Adhesive (UTA-2), 12-Inch o.c. VB-S. JM SA Primer Low JM Vapor Barrier SA, self -adhered JM Roofing System Urethane Adhesive 277 5 VOC (RSUA), 12-Inch o.c. DynaPIyT1,DynaBase, DynaBase Xr, DynaBase PR, DynaLastic 180 S, Dynalastic 2505, DynaLastic 250 FR S in hot asphalt JM Two -Part Urethane Insulation VB-6. ASTM D41 or DynaBase HW, DynaWeld Base, DynaWeld 180 Storch-applied Adhesive (UTA-2), 12-Inch o.c. 2775 JM Roofing System Urethane Adhesive VB-7. ASTM D41 DynaPly T1, DynaBase, DynaBase n DynaBase PR, DynaLastic 180 S, DynaLastic 250 S, DynaLastic 250 FR S in hot asphalt (RSUA), 12-Inch o.c. 2775 VB-8. ASTM D41 DynaBase HW, DynaWeld Base, DynaWeld 1805 torch -applied JM Roofing System Urethane Adhesive 292 S (RSUA), 12-Inch o.c. 17. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report J8230.03.08-R11 for FLZ948-1112 Certificate of Authorization #9503 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 10/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 978.4979 Appendix 1, Page 4 of50 „,�TRINITY I ERD I WO ICS, NEWCONSTRU N REROOF('fRBBRECOVER` .' "r�v�rSYSTEMeNPEp PRELIN�INARILY(ATFpCt�,Ep INSULATI.ON�M,ECfjANIC�LLY,AjTA'CHE_DBA5ESHEETt;.BONURQOFC01/ERS' ' System Deck(Note) slip Sheet Insulation Layer(s) Base Sheet Roof Cover (Note 1S) MDP Type Attach Base Fasteners Attach Base Ply Cap Ply No. (Psf) Min. 19/32-Inch (Optional) One or more One or more High Load Fasteners 9-Inch o.c. within the min. W-14 plywood at max. 24- layers PermaPly 28, loose layers, any Loose- Dynaease through 1-Inch wide JM - flinch wide, heat -welded (Optional)SBS- SBS-AA or Inch spans laid below or above combination laid Polymer Membrane side laps. AA or SBS-TA SBS-TA -37.5” Insulation Batten Min. 15/32-Inch (Optional) One or more layers PermaPly 28, loose One or more Loose- DynaFast 180 HWor High Load Fasteners 18-Inch o.c. within the W-15 plywood at max. 24- laid below or above layers, any laid DynaFast 250 and JM APB Plates or min. 4lnch wide, heat- (Optional) SBS- SBS-TA -45.0• Inch spans Insulation combination HW High Load Plates welded side laps. TA , MIn. 19/32-Inch (Optional) One ore One or more GlasPly 8-Inch o.c. at min. 4-Inch (Optional) BP- ) W-16� plywood at max. 24- layers Pe Ply 28, loose layers, any Prelim Premier, Note2 la and B-inch o.c. at P AA, BP-CA2 SBS- SBS-AA SBS- --1 inch spans laid ow or above combination Attach PermaPly 28 or three, equallyspaced, AA, SBS-CA2 or CA2 or SBS- •52.5 sulation Ventsulation staggered center rows SBS-TA TA MIn. 15/32-Inch (Optional) One or more layers PermaPly 28, loose One or more layers, min. Loose- DynaFast 180 HW or High Load Fasteners 9-Inch o.c. within the min. W-17 plywood at max. 24 laid below or above laid DynaFast 250 and JM APB Plates or 'Inch wide, heat -welded (Optional) SBS- SBS-TA -60.0 inc hs spans p insulation combination combination HW High Load Plates - side laps. TA Min. 15/32-Inch (Optional) One or more layers PermaPly 28, loose One or more layers, min. Loose- DynaFast ISO HW or High Load LH through 1- 6-Inch o.c. within the min. W-18 plywood at max. 24- laid below or above 1-Inch, any laid DynaFast 250 Inch wideJM Polymer 'Inch wide, heat -welded (Optional)SBS- SBS-TA -82.5 Inch spans Insulation combination HW Membrane Batten side laps. TA Exterior Research and Design, U.C. d/b/a Trinity ERD Certificate of Authorization A'9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Pgpared by: Robert Nleminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems; (303) 9784879 Evaluation Report J9230.03.08-R11 for FL2948-R12 Revision 11: 10/14/2017 Appendix 1, Page 8 of So