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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online , - - Page 1 of 2 SCANNED BY St. Lucie County 14�44, ail p S a t a •e g ScIs Hama I lag In I User Regis4ation Hot Topim I Submit Su¢haMe Star&Fatts Publiraboas I FK Staff I Bcts Site Map i uii s I Search d Ronda pr --�",'. Product Approval USER: Public User Proaud Approval Menu > Prxud or Aoolirarion Search > Aopiicatlon UA > AppllmUon Gatall FL x FL2948-1132 ST. LUCIE COUNTY _ Application Type Revision BUILDING DIVISION Code Version 2017 RMEWE© Application Status Approved FOR COMPLI REVIEWED BY DATE Lem Comments - PLANS AND PE MIT Archived O MUST SP KEPT ON 08 OR NO INSPECTION WILL PE MADE Product Manufacturer Johns Manville """•--^--_�_--�� Address/Phone/Email P.O. Box 5108 Denver, CO 80217 (303) 978-4879 THESE PLANS AND ALL PROPOSED WORK codes@jm.com ARE SUBJECT TO.ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Authorized Signature Chris McBride codes@jm.mm MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COREO. Technical Representative Address/Phone/Email CONCEALED FASTENERS ENERS OR AI IACHIMEN l S Quality Assurance Representative ARE THE RESPONSIBILITY OF THE Address/Phone/Email CONTRACTOR OF RECORD Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ 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 ® 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 2005 FM 4470 2012 FM 4474 2011 TAS 114 2011 UL 1897 2012 Equivalence of Product Standards Certified By - p Gnee, ..,,, I•.• https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvTnWP 1 azIv9... 1 /22/2018 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 Method 1 Option D 10/16/2017 10/17/2017 10/17/2017 12/12/2017 FL Jt 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 FL2948 R12 II 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- R32.odf for other systems and design pressures. Refer to ER Section 5 for Limits of Use. I Created by Independent Third Party: Yes Bad Next jarra tUs :: 2601 Blair Stone Road Tallahassee R 32399 Phone• 850487-1824 The State of Honda Is an A VEEO employer. Coevnaht 2007-2013 State of Florida.:: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Force law, email addresses are public records. If you do not warn your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact Me office by phone or by treditbnal mail. If you have any questions, please contact 850.07.1395. *Nmwnt to section 455.275(1), Florida statutes, effective October 1, 2012, licensees domed under Chapter 455, F.S. must provide Me Department with an email address N they have one. The malls provided may, be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provlde Me Department WIM an email address which can be made available b Me public. To detenolne if you are a licensee under Chapter 455, F.S., please dick het. Product Approval Aocepts: ® 0 ® W M -a a SCCUrityAII'TIUCS' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvTn WP 1 azIv9... 1 /22/2018 rTRINITY ERD EVALUATION REPORT Johns Manville Corporation P.O. Box 5108 Denver, CO 80217 (303)978-4879 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 Evaluation Report J8230.03.08-1111 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 6ei 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] 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 DCA ANE1983 CERTIFICATION OF INDEPENDENCE: The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/14/2017. This does not serve as an electronically signed document 1. Exterior Research & Design, LLC. d/b/a Trinity I 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, L-C. d/b/a Trinity I 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 l 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. Exterior Research and Design,. LLC. d/b/a Trinity( ERD Evaluation ReportIS230.03.08-Rll for FL2949-R12 Certificate of Authorization 119503 6m EDITION (2017) FBC NON-HVHZ EVALUATI ON Revision 11: 10/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof Systems, (303) 978-4879 Appendix 1, Page 1 of 50 KINITYJ ERD The following notes apply to the Mtems 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 FBCAPproval documentation. C� Unless otherwise noted, fasteners and stress plates far Insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: / ➢ Wood Deck: UltraFast Fasteners orAll Purpose Fasteners with UltmFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum ldnch wood plank embedment. D Steel Decker UltraFast Fasteners orAll Purpose Fasteners withUltraFot Metal Plates. Minimum 0.75-Inch:steel penetration and engage the top flute of the steel deck 37 Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Structural Concrete Fasteners with UltraFast Metal Plato (flat bottom only). Minimum l-inch embedment Fasteners installed with a.pilot hole in accordance with the fastener manufacturees published Installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of poiyisocyanumte, polystyrene, wood fiberboard, pedlte„gypsum-based roof board, that meets the OA requirements of F.A.C. Rule-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBCChapter 26, when Installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for, or Installed below the rigid Insulation board for System Type D(mechanlcally 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 mdlfled and/or FBC Approval documentation. 5. Preliminary Insulation attachment for System Type D: Refer to Section 2.2.10.13 of FM Lou Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's publlshed instructions. D Hot asphalt (HA): Full coverage at25-30lbs/square D JM MBR Bonding Adhesive(MBR-RA); Continuous 0.7S1nrh wide ribbons, 12-Inch o.c. or full coverage at2.0 gal square ➢ 1M Two -Part Urethane Insulation Adhesive(UTA-2): Continuous 0.7S-inch wide ribbons, 32-inch o.a Note: JM Green Two-part Urethane Insulation Adheslwe may be used where UlA-2ls referenced. D 1M Roofing System Urethane Adhesive(RSUA): Continuous 05 to 0.7S4nch wide ribbons, 12-inch cic ➢ JM One -Step Foamable Adhesive(OSFA): Continuous 05to 0.754nch wide rlbbons;12.1nch o.c. D ICP Adhesives CR-20: Continuous 25 to 3.5-Inch ribbons, 12-Inch o.c. D Note: Whenmuldple layers(s) of Insulation and/orcoverboard areJnstplledin dbbonropptled adhesive, adhesive iibbonsshallbe staggeredfromlayer-to-layer a distance ofone-halfthe ribbon spacing. D Note: The maximum edge distancejrom the adhesive ribbon to the edge of the insulation boardsholl be notless than `one-half the specljleddbbons spacing 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanumte at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In noose shall these values be used to'increase'the MDP listings In the tables; rather if MDP listing below meets orexceeds that listed for a particular system In the tables, then the thinner board listed below maybe used as a drop -In for the equlwlentthicker material Iisted,in the table: D 1M Two -Part Urethane Insulation AdhesivejUTA-2): MDP .315.0 psf (Min. OS -Inch thick) D JM Roofing System Urethane Adholve(RSUA): MDP-157.5psf (Min.OS-Inch thick) ➢ JM One -Step Foamable Adhesive.(OSFA): MDP-1575,psf (Min. 0.54nch thick) ➢ ICP Adhesives CR-20: MDP-1175psf (Min.1.0-inch thick) 8. Bonded polylsocyanurate insulation boards shall be maximum 4 x4 it 9. For merhanlolly attached components or partially bonded Insulation, the maAmum,design pressure for the selected assembly shall meet or exceed the Zone 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 reslst'the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, RoofingAppllcation Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies markedwith an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1.29 (January 2016) forZone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined In accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A.qualified design professional shallreview the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 orTesting Application Standard TA5105. Exterior Research and Design, I.I.C. d/b/a Trinity[ERD Evaluation Report J8230.03.08-R31 for FL2948-R32 Certificate of Authorization N9303 6TM EDITION (20171 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 2 of 50 �I Ti JNIiY I 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 de sign pressures,on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For 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 fora recover application. 14. Lightweight insulating concrete(LWIC)shall be cast In accordance with FBC Section 1917to 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- coatthicknessis2-Inches. For LWIC over structural concrete, reference is made to FBCSection 1917.4.1, Point 1. 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. C 'JOHNS MANVILLE ROOF COVERS =' - eference Layer Material Application -aP-A Base Ply GlasBase PI permaPly 28 Hot asphalt at 20-401bs/square (Base and Ply sheets, Ply 'GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28 Asphalt -Applied) BP-CA1 JM MBR Cold Application Adhesive (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28 at 1.5 to 2.0 gal/square Applied, l-part) BP-CA2 1MMBR Bonding Adhesive at 1.5 to (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PemlaPly 28 2.Ogal/square Applied, 2- rt) BP-M 1M Premium Cold App at 1.5 to 2.0 (Base and Ply sheets, Cold- Base Ply or Ply GlasBase Plus, PermaPly 28, GlasPly IV, GlasPly Premier gal/square Applied, 1-part) Base Ply P - DynaPIVTl, DynaBase DynaBaseXT, DVnaBase PR, nalastic 1805, Dynalastic 2505, Dynalastit 250 FRS � DynaPly Tb DynaKap tt, DynaKap FR T3, DynaKapFRTl CR, DynaKap FRTl CR G, DynaGlas, DynaGlas FR, DynaGlas FR Xtl DynaGlas FR SBS-AA XTCIL DynaGlas FR Xr CR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR. DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR Hot asphalt at 20-40 lbs/square (S85, Asphalt -Applied) Cap ply Xi, Dynalastic 180 S, DynaLastic250S, DynaWtic 2SO FR S, DynaLestic180, Dynalastic 180 FR, Dynalastic 180 FRCR, DynaLastic 180 FR CR G, DynaLastic2SO, Dynalastic 250 FR, DynaLastic2SO FR CR, DynaLastic 250 FR CRG, DynaMax FR, DynaMax FR CR, DynaMax FR CA Base Ply or Ply DynaPlytt, DynaBase, DyneBwe Xr, DynaBase PR, Dynalastic 180 S, Dynalastic 250 S. Dynalastic250 FRS DynaPIV Tl, DynaKap Tl; DynaKap FR Tl, DynaKap FRTS CR, DynaKap FRtt CR G,DynaGlas, DynaGlas FR, DynaGlas FRM, DynaGlas FR I MBR Cold Application Adhesive SBS-CA1 Xr CR, DynaGlas FR XF CR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR DynaGlas 30 FR CR, DynaGlas 30 FR, DynaGlas 30 FR CR at 1.5 to 2.0 gal/square (SBS, Cold -Applied, l-part) Cap Ply XF,.Dynalastic 180 S, DynaLastic 250 S, DynaLastic 250 FR S, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G. DynaLastic 250, DynaLastic ISO I% DynaLastic 250 FR CR, Dynalastic 250 FR CR G, Dynalvlax FR, DVnaMax FR CA. DynaMax FR CRG Base Ply or Ply DynaPly T3, DVnaBwe, nallase7(1", Dynnallase PR DynaLastic 180 S, Dynalastic 250 S. DynaLastic250 FRS DynaPly TI, DynaKap Tl, DynaKap .FRT1, DynaKap FRTS CR, DynaKap FRTS CR G, DynaGlas, DynaGlas FR, DynaGlas FR Xr, DynaGlas FR SBS-CA2 XF CR, DynaGlas FR XF CR G, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas 30 FR, DynaGlas 30 FR CB, DynaGlas 30 FR, DynaGlas 30 FR CR JM MBR Bonding Adhesive at 1.5 to (SBS, Cold -Applied, 2-part) Cap Ply Xr, DynaLastic 1805, DynaLastic 2505, Dynalastic 250 FR 5, Dynalastic 180, DynaLastic ISO FPwDynaLastic 180 FR CR, DynaLastic 180 FR 2.0 gal/square CRG, nalastic250; naLastic25OFR, nalastic250FRCR, aLwtic250FRCRG, naMax FR, naMax FR CR, naMax FR CRG Note 585-CA2-oDlications shall not be'mixed'whh SBS-AAa plications Exterior Research and Design, U.C. d/b/a Trinity[ERD Evaluation Report J8230.03.08-1131 for FL2948-1132 Certlflcote of Authorization 49503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION Revision 11: 20/14/2017 Prepared by: Robert Nieminen, PE-59166 Johns Manville SBS Modified Bitumen Roof System, (303)978.4979 Appendix 1, Page 3 of50 �JNTINITYIERD _._ . .�JOXNS MANVI4E ROOF LOVERS.(COMINUED): ' Reference layer Material Application Base PIV or Ply DynaPlyTI, DynaBase, Dynallase Kr, DynaBase PR, DynaLastic 180 S. DynaLastic 250 S, DynaLastic 250 FRS DynaPly T1, DyhaKapTL DynaKap FRTS, DynaKap FRT3 CR, DynaKap FRT1 CR G, DynaGlas, DynaGlas FR, DynaGlas FR Xr, DynaGlas FR JM Premium Cold A p at SS to 2.0 p M�+D'naGlas FR MCR G, DynaGlas FR OR, DynaGlas FR OR G, DynaGlas 30 FR, DynaGlw 30 FR CR,DynaGlas 30 FR, DynaGlw 30 FR OR (SBS Cold-Applled, 1-part) Cap Ply Xr, DynaLestic 1805,.DynaLastic 250 S, DynaLastic 250 FR S, DynaLasOc 180, DynaLastic 180 FR, Dynalastic.180 FR CR,.DynaLastic 180 FR gal/square CR G, DynaLastle 250, DynaLastic 250 FR, 0ynalastic 250 FRCR, DynaLastic 250 FR CR G, DynaMax FR, DynaMax FR CR, Dynam" FR OR Base Ply or Ply DynaBase HW, DynaWeld Base, DynaWeld 180S SBS-TA DynaWeld Yap F8, DynaWeld Cap FR OR, DynaWeld Cap FR CR G, DynaWeld Cap 180, DynaWeld Cap 180 CR, DynaWeld Cap 190 FR, Torch-Applled (SBS,Torch-Applied) Cap Ply DyneWeld Cap 280 FR CR, DynaWeld Cap 180 FR OR G, DynaWeld Cap 250, DynaWeld Cap 250 Ca, DynaWeld Cap 250 FR, DynaWeld Cap 250 FR CR, DynaWeld Ca 250 FR OR G; DynaClad, DynaClad Copper SBS-SA Base Pl orP DnaGri Base SD/SA. naGnp Base SArSA,JMCleaneond SBS Base Sheet Self -Adhering (SBS, self -adhering) i Cap Ply I DynaGrpCap, JMCJeanSond 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 MOP Iistines below vs. those in Table 3A applies: VAPOR BARRIEROP110NSJSTRULN_RAL CANCREfE_-0ECK)F6LLOWED BYADNEREp'INSUUITION PERTABlE3At Option 11 Primer Vapor Barrier Insulatlon Adhesive MOP(psf) JM Roofing SystemUrethane Adhesive -180.0 VB-1. ASTM D41 Two plies GlasPly IV, GlasPly Premier In hot asphalt (RSUA), 12-Inch o.c. JM One -Step Foalnable Adhesive(OSFA), VB-2. ASTM D41 Two plies GlasPly IV, GlasPly Premier In hot asphalt 12-inch o.c -180.0 DynaPlyTl,DynaBase, DynaBase KT, DynaBase P%Dynatastic 180 S, Dynalastic 2505, DynaLastic250 FRS In hotasphalt 1M One -Step Foamable Adhesive(OSFA), -180.0 VB-3. ASTM D41 or DynaBase H W, DynaWeld Base; DynaWeld 180 S torch- pplled 12-Inch o.c. VB4. JM SA Primer Low JM Vapor BarrierSA, self -adhered JM Two -Part Urethane Insulation Adhesive (UTA-21,12-Inch o.c. 2775 VB-S. 1M SA Primer Low JM Vapor BarderSA, Self -adhered JM Roofing System Urethane Adhesive -2775 VOO (RSUA), 12-inch o.c. DynaPN T1,DynaBase, DynaBase )(7T, DynaBase PR, DynaLestic 1805, DynaLastic250 S, Dynalastte 250 FR S in hot asphalt JM Two -Part Urethane Insulation 2775 VB-6. ASTM D41 or DynaBase NW, DynaWeld Base, DynaWeld 2805 torch-appiled Adhesive (UTA-2),12-inch o.c VB-7. ASTM D41 DmaPly T1,DynaBase, .DynaBase KF; DynaBase PR Dynalasdc 1805, Dynalasdc250 S,.DynaLastic 250 FRS in hot asphalt JM Roofing System Urethane Adhesive (RSUA), 12-Inch o.c. 2775 VB-8. ASTM D41 DynaBase HW,.DynaWeld Base, DynaWeld 180S torch -applied JM Roofing System Urethane Adhesive (RSUA), 12-Inch o.c 2925 17. "MOP"=Maximum Design Pressure Is the result of testing forwind load resistance based on allowable wind loads. Referto FBC 1609 for determination of design wind loads. Exterior Research and Design,iLC. d/b/a Trinity(ERD Evaluation Report18230.03.08-1111 for FL2948-R32 Certi loote ofAuthorization 119503 6r" EDITION (2017) FBCNON-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 4 of 50 �I TRINITi ERD _.- . 7ABLE2ASTEELOR STRUC7URALCONCRETEDECKS NEWCONSTRULTION REROOF:(TatnR OFe)DR,',RECOVER ,. A. SYSTEMfTNPE B: MECHQNICALLY_'A1T_ACHED BASEINSULATION,`BONDED TOP.INSULATION;BONDED f300FCOVER System Deck Base Insulation layer Top Insulation layer RoofCover(Note 15) MDP No. (Note 1) Type Fasten Attach Type Attach Base Ply Ply Cap Ply (Psi) Min. 22 ga., type B; BP-ABP-CAI, A, (Optional)BP-AA, BP- SBS-AA, SBS-CAS, Grade 33 steeln. 1 per MIn.05-1nch5ECUROCK UTA-2 BP- A2, BP-CA3, CAS, BP-CA2, BP-CA3, SBS-CA2, -45.0 5-15 cwal 2,500 psi structrual Min. 2-Inch ENRGY 3, Valuihertn. Note 533 ftr Gypsum -fiber Roof Board SBS-AA, SBS-CAS, SBS-AA, 585-CA1, SBS- SBS-CA3 concrete SBS-CA2, SBS-M CA2, SBS-CA3 SBS-TA Min. 05-Inch Retro-Flt Min.1.5-Inch ENRGY 3, R-Panel, ENRGY Boats, RetroPlus Board or Min. 22 ga., type B, Grade 33 steel or min. 25 PSI, PP_a ReTEW, ENRGY 3 AGF or CGF, ENRGY 325 PSI AGF or OGF, 1 per 2 Ouraeoard, min. 0.75-Inch BP-AA,BP-CA2, (Optional) BP -AA, SBS- SBS- S36 2,500 psi structrual ValuTherm AGF or OGF, ValuTherm 25 Note 2 fP Fesco Board (homogeneous) (flat or HA SBS-AA or5B5-CA2 AA, SBS-CA2 or SBS-TA CA2,SB5- r-52.5 concrete PSI AGF or CGF; Pow Foam or tapered) or min. l5-Inch TA, DumFoam - Fesco Foam or OuaFoam Min. 22 ga., type B, Grade 40 steel or min. Min.1.5-Inch ENRGY 3, R-Panel, ENRGY Note Sper MI .25-Inch lnvinsa UTA-2, RSUA or DynaGrip Base SD/SA, self- (Optlonal)585•TA SBS-TA S-17 2,500 psi structrual 325 PSI, R-Panel 25 PSI Plato) IA5 ftz Roof Board OSFA adhering concrete Min.22 ga, type B, BP -AA, BP -CAI, (Optional) BP -AA, BP- SBS-AA, SBS-CA7, S-18 Grade 33 steel or min. Min. 1.5-Inch ENRGY 3, ValUTherm. Note2 1per 1.78 frt Min. 05-Inch SECUROCK Gypsum -Fiber Roof Board UTA2 BP-CA2, BP-CA3, SBS-AA,SBS-CAS, CA3, BP-=BP-CJ3, SBS-AA, SBS-CAS, SBS- SBS-CA2 -60.0 2,500 psi structrual SRS-CA2; SBS-CA3 CA2, SBS-M SBS-CA3, concrete SBS-TA Min. 1.S-Inch ENRGY 3, R,Panel, ENRGY Min. 0.5-Inch Retro-FIC Min. 22 ga., type B, 3 25 PSI, R-Panel25 PSI, ENRGY3AGF Board, RetroPlus Board or BP -AA, 585- SBS-AA, S-1B Grade 33 steel or min. or CGF, ENRGY 325 PSI AGF or OGF, Note 1per fe DuraRoard or min. LS- HA or SaS-, SBS-AA or 505{A2 PA(OpSInal)BP-AA, AA, SBS-CA2 ar5BSTA SBS-CA2 or -60.0 2,500 psi structrual ValuTherm AGF or CGF, ValuTherm 25 1.78 Inch Fesco Foam or SBS-TA concrete PSI AGF or CGF, Fesm Foam or 'DuraFoam DuraFoam Min. 2..5-Inch ENRGY. 3, R-Panel, ENRGY HA or BP -AA, BP-CA1, (Optional)BP-AA, BP- SBS-AA, Min. 22 ga., type B, Grade 33 or min. 325 PSI, R-Panel 25 PSI, ENRGY 3 AGF 1 per P Min. 05-Inch RetroPlus MBR-RA, BP-CA2, BP-C 3, CAS, BP-CA2, BP-CA3, SBS-CAI, -60.0 540 steel or CGF, ENRGY 325R51 AGF of CGF, Note 1.78 ftr Board full SBS-AA, SBS.CA1, �S8S-AA,SBS.CAI,SBS- SBS-CA2, 2,500 psi structrual ValuTherm AGF or CGF, ValuTherm 25 coverage .SBS-CA2, SB5-CA3 �'CA2, SBS-CA3 SBS-CA3 concrete PSI AGF or CGF MIn.1.5-Inch ENRGY 3, R-Panel, ENRGY BP -AA, BP-CA1, (Optional) BP -AA, BP- SBS-AA, Min. 22 ga, type B, Grade 33 steel or min. 3 25 PSI, R-Panel 25 PSli ENRGY 3 AGFCAI, rlperr MIn.0.5-Inch RetroPlus UTA-2 BP -CAA, SBS-CA SBS-CAS, -60.0 S-21 or CGF, ENRGY 325-PSI AGF or CGF, Note2 1.78ft Board SBS-AA,-CA S&S-A SBS-AI SB, 585-AAS-CA3 AS, 505- SBS-CA2, 2,500 psi structrual AGF or CGF, ValuTherm 25 5B5-CA2; S85{A3 CA2,$BS-CA3 SBS-CA3 concrete PSI AGF PSIAGF or CGF Exterior Research and Dolgn, LLG d/b/a Trinity]ERD Evaluation Report.18230.03.08-1131 for FL2948-R12 Certificate of Authorization D9503 61e EDITION (2017) FBC N0N-HVH2 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 12 of 50