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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online fr ` 4 tt , rjz� i:A BCIS Home Log In { User Registration Hot Topics Submit SudaiMe Stats a Fads I Publications I FSCStaff i BCIS Site Map I Unks i Searth flnda p r,. °^ Product Approval .+i� USER: Public user .vim.. �..:. Product Avvmval Menu > ProCuc[ or Application SearcM1 > pvvlica[Ivn Lis[ > Application Detail �aH`ti"SEBI' t€ xs+' E FL # FL17836 t r , Application Type New Code Version 2014 Application Status Approved 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 (7 Johns Manville P.O. Box 5108 Denver, CO 80217 (303) 978-4879 codes@jm.com Vanessa Indarte-van der Plaat codes@Jm.com Roofing Liquid Applied Roof Systems Page 1 of 2 SG NI ED St. LuSY cie Countv Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 04/29/2017 John W. Knezevich, PE R Validation Checklist - Hardcopy Received FL17836 RO COI 2015 01 COI Nieminen odf Referenced Standard and Year (of Standard) Standard ASTM G155 FM 4470 FM 4474 Equivalence of Product Standards Certified By Sections from the Code Year 2005 1992 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgt2ZOX6B2Y1... 3/13/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 06/29/2015 07/01/2015 07/09/2015 08/20/2015 FL Jr Model, Number or Name Description 17836.1 SeamFree PMMA Liquid Applied PMMA liquid applied roof systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL17836 RO IT 2Dt S 06 FINAL Al ER )M LARS FL17836 pdf Verified By: Robert Nieminen PE-59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-495 Other: 1.) The design pressure herein applies to one Evaluation Reports FL17836 RO AE 2015 06 FINAL ER JM LARS FL17836.odf Created by Independent Third Party: Yes system. Refer to ER Appendix for all systems and maximum design pressures. 2.) Refer to ER Section 5 for Limits of Use. Back Next Contact Us 2601 Blair Stone Road,Tallahassee F1. 32399 Phone; 850-487,1824 The State of Flonda Is an AA/EEO employer. Copyright 2007-2013 State of Flodda :: Privacy Statement :: ACcessib I'tif Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please compact 850.487.1395. "Pumuantto section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls 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 provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please Uitl Bc[a. Product Approval Accepts: 0 0 E3 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y l ... 3/13/2017 RECEIVED FED 23 20D " Attachr:-_ ,t # 7 JM PMMA FBC Approvals -, 1 KINITY ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Johns Manville Corporation Evaluation Report 8875.05.15 P.O. Box5108 FL17836 Denver, CO 80217 Date of Issuance:06/29/2015 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 Su' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: SearaFreet" PMMA Liquid Applied 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. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinityJERD 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 3, plus a 3-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: The facimile seal appearing was authorized by Robert Nieminen, V.E. on 06/29/20n. This does not serve as an electronically signed document. Signed, sealed hardoopies have been transmitted to the Padua Approval Administrator and to the named client 1. Exterior Research & Design, U.C. d/b/a Trinity) 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, U.C. d/b/a Trinity1ERD 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. S. This is a building code evaluation. Neither Trinity) 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. f� \J TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Liquid Applied Roof Systems Compliance Statement: SeamFreeTM PMMA Liquid Applied Roof Systems, as produced by Johns Manville, have demonstrated compliance with the following sections of the 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 Pro a Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1504.6 Physical Properties ASTM G155 2005 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties JM-SC7745.05.15 05/05/2015 FM (TST1867) FM 4470/FM 4474 3039104 04/15/2010 UL LLC(QUA9625) Quality Control MLA R10167 06/13/2014 UL LLC(QUA9625) Quality Control Inspection Report 04/29/2015 4. PRODUCT DESCRIPTION: This Evaluation Report covers SeamFree" PMMA Liquid Applied Roof Systems applied to Approved substrates as outlined in the Limitations / Conditions of Use herein. The following products make up the subject systems. 4.1 Liquid Applied Membrane Components: Product SeamFreeTM PMMA Resin SeamFreeTM PMMAJoint/Repair Paste SeamFreeTM PMMA Catalyst SeamFreeTM PMMAScrim 4.2 Primers: Product SeamFreeTM PMMA Primer SeamFreeTM PMMA Primer -High Traffic SeamFreeTM PMMA Primer -Metal 4.3 Surfacine: Product SeamFreeTM PMMA Top Coat SeamFree" PMMA Textured Traffic Coat S. LIMITATIONS: Description Combined with SeamFreeTM PMMA Catalyst and Seam Free"° PMMA Scrim to form a monolithic, reinforced membrane Combined with SeamFreeTM PMMA Catalyst to form flexible resin for repairing substrates or covering insulation joints Reactive agent used to introduce curing Non -woven, chopped strand fabric reinforcement Description Combined with SeamFreeTM PMMA Catalyst to form a substrate primer Combined with SeamFreeTM PMMA Catalyst to form a rigid substrate primer Metal substrate flashing primer Description Combined with SeamFreeTM PMMA Catalyst and optional aggregate to form finish coat Combined with SeamFree" PMMA Catalyst and pre -mixed aggregate to form finish coat in high traffic areas 5.1 This is a building code evaluation. Neither Trinity) 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 forthat purpose. 5.2 This Evaluation Report is notforuse in HVHZ jurisdictions. 5.3 Refer to a current 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. Exterior Research and Design, U.C. Evaluation Report 9875.06.15 Certificate ofAuthorizatlan #9503 FL17836 Date of Issuance: 06/29/2015 Page 2 of 3 ( __Y1,C) \-,]TRINITY1 ERD 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 AHJ. 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 1510. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or 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 AN51/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.13 The AHJ may require integrity Flood testing (ASTM D5957) or Electric Field Vector Mapping tests of all waterproofing systems prior to placement of overburden materials. Testing, if required by the AHJ, should be conducted by a qualified testing agency or professional. 5.14 All products in the roof assembly shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3. Note: This evaluation pertains to the Johns Manville components making up the waterproofing assembly, as outlined in Appendix 1. This evaluation does not purport to address performance or CIA for non-JM components within the assemblies, such as overburden products. 6. INSTALLATION: 6.1 SeamFreeTM PMMA Liquid Applied Roof Systems shall be installed in accordance with Johns Manville current, published installation Instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the named CIA entity for information on plants covered under F.A.C. Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC (QUA9625); (847) 664-3281; Rick.A.Titnus@ul.com - THE 3-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 9875.06.15 Certificate o/Authorlcotion M03 FL17836 Date of Issuance: 06/29/2015 Page 3 of 3 �1 I KININ J ERD Table Deck Application Type Description Page 1A Steel New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2 2A Concrete New or Retool (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 3 2B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 3 3A Various Recover F Non -Insulated, Bonded Roof Cover 3 The following notes apply to the systems outlined herein: 1®. Th 4r oofsystem.evaluation.herein.pectalns.to.above=deck too components—Roof.decks and tructural members shall be in accordance with FBC requirements to the satisfaction of the AHJ Loadresistance.afthe roof deck shall be do<umentedthrouRh�propepcodified..and/onFBCAppr"o al`do�cume Satroh. 2. Unless otherwise noted, insulation fasteners shall be the following with the noted minimum fastener engagement for each deck type. For deck -types not listed, refer to the specific system listings herein: ➢ Steel: Dekfast #15 HS with Dekfast Hex Galvalume Plates. Minimum %-Inch steel penetration and engage the top flute of the steel deck. 3. Unless otherwise noted, the insulation maybe any polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the CIA requirements of F.A.C. Rule 61620-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. 4. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions: ➢ Hot asphalt (HA): Full coverage at 25-30lbs/square. ➢ Dow Insta-Stick (D-IS): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 5. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. 6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 7. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk• carrythe limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. B. 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. 9. 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 TAS 105 or ANSI/SPRI FX-1. 10. For existing substrates in a bonded recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1. For existing roof decks in a bonded re -roof (tear -off) installation, the existing roof deck shall be suitable to receive the proposed new roof system to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 11. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 8875.06.15 for FL17836 certificate of Authorization #9503 Date of Issuance: 06/29/2015 Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page 1 of 3 -1 TRINITY � ERD 12. Unless otherwise noted, application rates of the SeamFree'" PMMA components areas follows: Product Use Rate SeamFree'"PMMA Primer Substrate primer 0.08 lb/square(0.4 kg/m) SeamFree'" PMMA Primer — High Traffic Substrate primer 0.08 lb/square (0.4 kg/m) SeamFree^' PMMA Resin Base Coat 0.41 lb/square (2.0 kg/m ) SeamFree'" PMMA Resin Top Coat 0.27 lb/square (1.3 kg/m ) SeamFree"' PMMATop Coat Surfacing/Wear Layer 0.12 lb/square (0.6kg/m) with optional broadcast application of quartz sand SeamFree'" PMMA Textured Traffic Coat Surfacing/Wear Layer 0.72 lb/square (3.5 kg/m) SeamFree^' PMMA Joint/Repair Paste Insulation Joint Treatment 6-inch wide to insulation joints by trowel or roller 13. Overburden of sail and plantings (for 'garden roofs'; root barriers, filter fabric, drainage components, EPS / XPS insulation, etc.) or concrete topping slabs, that are specified by the Designer of Record, acceptable to the Authority Having Jurisdiction and do not form part of the load path to the waterproofing system, are permissible over the waterproofing assemblies noted herein with no adverse affect on the wind uplift performance of the waterproofing system. The AHJ may require Integrity flood testing (ASTM D5957) or Electric Field Vector Mapping tests of all waterproofing systems prior to placement of overburden materials. Testing, if required by the AHJ, should be conducted by a qualified testing agency or professional. 14. Optional finish surfacing materials, including SeamFree'" PMMA Top Coat, SeamFree'" PMMA Textured Traffic Coat or additional applications) of SeamFree^' PMMA Resin and/or quartz aggregates may be applied to the final SeamFree'" PMMA Resin surface with no adverse effect on system wind uplift performance. 15. "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 TABLEIA: STEEL DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Tap Insulation Layer Roof Cover MDP Base Insulation Layer IPsfl No. (See Note) Type Fasten Attach lolntTreatment Primer JARS (Optional) One or more Dekfast #15 Base Coat: SeamFree"' PMMA Resin 5-1 Min. 22 ga., type B, layers, any Min. Inch HS with 1 per 2It SeamFree PMMA SeamFree'" PMMA Reinforce: SeamFree"' PMMA Srim -37.5 Grade 80 steel combination, loose laid ACFoam II Dekfast Hex Joint/Repair Paste Primer -High Traffic Top Coat: SeamFree'" PMMA Resin (Optional) One or more Dekfast #15 Base Coat: SeamFree'• PMMA Resin S 2 Min. 22 ga., type B, layers, any Min. 1.5-inch HS with 1 per 1 ft' SeamFree`. PMMA SeamFree'" PMMA Reinforce: SeamFree'" PMMA Srim -52.5 Grade 80 steel combination, loose laid ACFoam II Dekfast Hex Joint/Repair Paste Primer -High Traffic Top Coat: SeamFree'" PMMA Resin Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 8875.06.15 for FL17836 Certificate of Authorization#9503 Date of Issuance: 06/29/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 3 "�]� TRINITY ERD TABLEZA: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation layer Roof Cover MDP No. (See Note 11 Type Attach Type Attach Joint Treatment Primer LARS (pso Base Coat: SeamFree'" PMMA Resin C1 Structural Min. 1.5-Inch ACFoam II, H-Shield D-IS (Optional) Additional D-IS SeamFree'"PMMA SeamFree'"PMMA Reinforce: SeamFree'"PMMA Srim -82.5 concrete layers base insulation Joint/Repair Paste Primer -High Traffic Top Coat: SeamFree"' PMMA Resin Base Coat: SeamFree"' PMMA Resin C 2 Structural Min. 1.5-inch ACFoam II, H-Shield D-15 Min. 0.25-inch Dens Deck D-IS SeamFree'" PMMA SeamFree"' PMMA Reinforce: SeamFree"' PMMA Srim -120.0 concrete Joint/Repair Paste Primer -High Traffic Tap Coat: SeamFree"° PMMA Resin Base Coat: SeamFree^' PMMA Resin C-3 Structural Min. 1.5-inch ACFoam II, H-Shield Hot Min. 0.25-inch Dens Deck Hot SeamFree'" PMMA SeamFree'" PMMA Reinforce: SeamFree'" PMMA Srim -322.5 concrete asphalt asphalt Joint/Repair Paste Primer -High Traffic Top Coat: SeamFreeTM PMMA Resin TABLE 2B: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F-1: NON -INSULATED, BONDED ROOF COVER System Deck Roof Cover MOP No. (See Note 1) Primer (Psf) Base Coat Reinforcement Top Coat C-4 Concrete SeamFree'" PMMA Primer -High .SeamFree'PMMA Resin SeamFree^';PMMA Scrim SeamFree'"PMMA Resin -495.0 - Traffic - - - TABLE 3A: RECOVER APPLICATIONS SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Roof Cover MDP Substrate (See Notes 1$10) Primer (Psf) No. Base Coat Reinforcement Top Coat R-1 Existing granule -surfaced modified bitumen SeamFree'" PMMA Primer SeamFree'" PMMA Resin SeamFree'" PMMA Scrim SeamFree'" PMMA Resin -495.0 roof cover over concrete deck R-2 Existing smooth -surfaced BUR or modified SeamFree^" PMMA_Primer- - SeamFree'"'PMMA`Resin ISeamFree^' PMMA'Sciim,SeamFree"PMMA°Resin -095.0 bitumen roof cover over concrete deck 'High Traffic - - Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report 8875.06.15 for FL17836 Certificate of Authorization #9503 Date of Issuance: 06/29/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 3 Florida Building Code Online �1 Page 1 of 2 �1 !ir iWlt} q,lSy n'^"' 'u"Lm.f �}41P.� 1 %i....d BCis Home I Leg to i User gegtstrabon I Hot Topia j Submit Surcharge i SUM &Fags k Publlratlons I FBC Staff i BCL9 Site Map Links i Search i /—�It 0 .{Mt "vq� Product Approval Ust USER: Pebilc User 5.n.sz•.er %%.mJxcmx. protluR Povroval Menu > Product or Avvlkatlon seamM1 > Aoolicativn IJst > Applimnon Detail •`iz-'r'" FL# FL11475-R6 SCANNED Application Type Revision ov 0 Code Version 2014 �.y.1. U I Application Status Approved urjE,CS111Ay Comments Archived O Product Manufacturer Johns Manville Address/Phone/Email P.O. Box 5108 Denver, CO 80217 (303) 978-4879 codes@jm.com Authorized Signature Vanessa lndarte-van der Plaat codes@jm.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 0 Validation Checklist- Hardcopy Received Certificate of Independence FL11475 R6 COI 2015 01 COI Nieminen odf Referenced Standard and Year (of Standard) Standard ASTM D6878 FM 4470 FM 4474 TAS 114 Equivalence of Product Standards Certified By Sections from the Code Year 2008 1992 2004 2011 http://Www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuE... 3/13/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/36/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/08/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 11475.1 IM TPO Single Ply Roof Systems Polyester scrim reinforced, thermoplastic polyolefin, single - Ply roof systems Limits of Use Approved for use in HVHZ: No Installation Instructions FL11475 R6 II 2015 04 FINAL Al ER IM TPO FL11475- R6.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-367.5 Other: 1.) The Design Pressure noted in this application relates to one specific assembly in the ER. Refer to the ER Evaluation Reports FL11475 R6 AE 2015 04 FINAL ER IM TPO FL11475- R6.0df Created by Independent Third Party: Yes Appendix for other systems and Design Pressures. 2.) Refer to ER Section 5 for Limits of Use. Bark Neat onto U :: 2601 lVair Some Road,Tallahassee FL 32399 Phone• 850487-1824 The State of Flanda is an AA/EEO employer. Coovdoht 2007-2013 State of Florida.:: Privacy Statement ::A ssib'IIN Statement:: Refund Statement Under Honda law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send etecLonic mail to this entity. Instead, contact lie office by phone or by traditional mail. If you have any questions, please cored a50.487.1395.'Pursuant to SeNon 455.275(1), Florida Statutes, thedh a October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ¢mails provided may be used for oRidal commu notion with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address whlN can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dirk here . product Approval Accepts: W� F�VNx5a® "Securitystmucs. http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvSJygqZ9 WuE... 3/13/2017 11:16 &4 TRINITY i ERD TABLE 6A: RECOVER APPLICATIONS SYSTEM TYPE A: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation layer Roof Cover MOP No. peeuomlavl Type Attach Type Attach Type Attach (Psf) (Optional if base insulation used) Min. 1M TP045, JM TPO MA-WB,1M (Optional If coverboard used) Min. 1.5-Inch ENRGY 3, ENRGY 3 AGF, R-1 Existing ENRGY 3 CGF, PSI-25, ENRGY3 25 P51 AGF, ENRGY 3 25 P51 CGF, JM UTA•TWO- 0.25-Inch DensDeck or Invinsa Roof UTA-TWO- 60, 72 or TPO MA-SB or TACC -105.0 asphaltic BUR ISO 3, ValuTherm, ValuTherm AGF, ValuTherm CGF, ValuTherm 25 PART Board or min. 1.5-Inch Invinsa Foam PART g0 FA-141 PSI AGF, ValuTherm 25 PSI CGF (Optional) Min. 1.5-Inch ENRGY 3, ENRGY 3 AGF, ENRGY 3 CGF, PSI- ExlsOng 25, ENRGY 325 PSI AGF, ENRGY 325 PSI CGF, JM ISO 3, ValuTherm, UTA-TWO- Min. 0.25-Inch Invinsa Roof Board or UTA-TWO- JMTP045, R-2 asphaltic BUR ValuTherm AGF, ValuTherm CGF, ValuTherm 25 PSI AGF; ValuTherm PART min. 1.5-Inch Invinsa Foam PART 60, 72 or JM TPO WBMA -105.0 25 PSI CGF 80 Existing MIn.1.5-inch ENRGY 3, ENRGY 3 AGF, ENRGY 3 CGF, PSI-25, ENRGY 3 Min. (Optional) Additional layers of base UTA-TWO- 1M TPO 45, JM TPO MA-SB, 1M TPO MA-LVOC, JM R-3 asphaltic BUR 25 PSI AGF, ENRGY 325 PSI CGF, JM 1503, ValuTherm, ValuTherm PART Insulation PART 60,72 or -VOC TPO Low-VOC MA -120.0 AGF, ValuTherm CGF, ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF 80 or TACC Existing MBR-BA(full JMTP045, JM TPO MA-WB, JM R4 asphaltic BUR Min. 0.25-inch Invinsa Roof Board coverage at N/A N/A 60, 72 or TPO WBMA orJM -112.5 I.Saat1sq) 80 TPO MA-56 ,(Optional if Foverboard usedf MIn.1.5-Inch ENRGY 3, ENRGY3 AGF, (Optional If base Insulation used) Min. JMTPO'45, JMTPO.MA•YJB,1M R-5 Existing ENRGY 3 CGF, PSI-25, ENRGY 3 25 PSI AGF, ENRGY 3 25 PSI CGF, 1M JM-OSFA a.25-Inch DensDeck orinVlnsa-Roof JM-OSFA 60, 72 or TPO MA-SB orTACC -75.0 asphaltic BUR I50 3, ValuTherm, ValuTherm AGF, ValuTherm CGF, ValuTherm 25 Board PSI AGF, ValuTherm 25 PSI CGF BD FA-141 (Optional if coverboard used) Min. 1.5-inch ENRGY 3, ENRGY 3 AGF, Existing ENRGY 3 CGF, PSI-25, ENRGY 3 25 PSI AGF, ENRGY 3 25 PSI CGF, JM (Optional if base insulation used) Min. JM JM TPO 45, R-6 asphaltic BUR ISO 3, ValuTherm, ValuTherm AGF, ValuTherm CGF, ValuTherm 25 JM-OSFA 0.25-Inch Invinsa Roof Board JM-OSFA 72 or 1M TPO WBMA -75.0 PSI AGF, ValuTherm 25 PSI CGF 60 Existing asphaltic BUR 1M TPO 45, JMTPOMA-WB,JM R-7 or mineral Min. 0.25-Inch DensDeck CR-20 N/A N/A 60, 72 or TPO MA-SB or TACC -105.0 surface cap 80 FA-141 sheet Existing asphaltic BUR Min. 1.5-Inch ENRGY 3, ENRGY 3 AGF, ENRGY 3 CGF, PSI-25, ENRGY 3 (Optional) Additional layers of base JM TPO 45, JM TPO Low-VOC R-8 or mineral 25 PSI AGF, ENRGY 3 25 PSI CGF, 1M 1503, ValuTherm, ValuTherm CR-20 Insulation CR-20 60, 72 or MA -172.5 surface cap AGF, ValuTherm CGF, ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF g0 sheet Existing asphaltic BUR Min. 1.5-Inch ENRGY 3, ENRGY 3 AGF, ENRGY 3 CGF, PSI-25, ENRGY 3 (Optional) Additional layers of base JM TPO 45, JMTPO MA-SB, JM R•9 or mineral 25 PSI AGF, ENRGY 3 25 PSI CGF, JM ISO 3, ValuTheml, ValuTherm CR-20 insulation CR-20 60, 72 or TPO MA-LVOC or -217.5 surface cap AGF, ValuTherm CGF, ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF 80 TACC FA-141 sheet Exterior Research and Design, U.C. d/b/aTrinity I ERD Evaluation Report F9340.10.08-R6 for FL31475-R6 Certificate of Authorization R9503 Revision 6: 04/30/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 20 of 23 Features and Components Use: JM One -Step Foamable Adhesive is atwo-component polyurethane adhesive used for attaching insulation or cover boards to the roof deck orto other insulation boards. Type: Two-part, cold application insulation adhesive. Substrates: Compatible with the following insulatians, cover boards, and substrates polylsocyanurate;HDwood fiber perfde,Imdnsa® Roof Board; gypsum; concrete' fugnaveighrsaucmra4 poured- i"facesovdml, precast andinsulaflngAveated plywood (5'e' II-9cminea miclmesst cementitious wood fiber plank base sheets; gypsum; and some existing smooth -surfaced asphalt (perinspecdon). 1. ar*g time af28 days required Color. Part 1-Tan, Part2-Colorless FAC Features: SolvelnandVOCfree. Set boards immediately into adhesive; reduces installation time and max mizes adhesive footprint No hoses or pumps required. u I Always on ratio, eliminates guesswork R System Compatibility Mpmductmaybeusedasacompmatintho WoMVsysmmz Plemtarencepmductoppffcatfmfarspecifich=gatfwmemadsondinrmmadan .k .r Used to adhere Insulation in all Mul&P Used fa adhem Insvlaean in all Single Plysysreats Key: RA = Hot Applied CA = Cold Applied IMI = Heat Weldable SA = Sep Adhered -NIF = Mechanically fastened FA = Fully Adhered BA = Ballasted Energy and the Environment 0gA Physical Properties 1 Weight Part1 — 9.6lb/gal (1.5kgp) (Gquidcomponerrtr) Part2j I 8.3516/gal(1AkgA) Viscosity Part — 5A00cps (fiquidcomponents) Part2 — 3,700c Precautions Refer to the Safety Data Shoat and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.im.comfroofing. Installation/Application 0 Bead • Applywhen ambienttemperature is 0•F(-18•C) and rising. Do NotThin. • Ensure all insulation boards are 4' x 4' (1.22 m x 1.22 m) or smaller. • Ensure all surfaces are dry and free of any debris, dirt oil and grease before using JM One -Step Foamable Adhesive. • Refertothe application instructions and guidelines for proper utilization and coverages rates ofthis adhesive. Packaging and Coverage Case 4 cartridges/case whh 6 milting tips 17.8lb (8.1 kg) 48 12' o.c. 400 to 600f@ 2531n 379 026 to 0.40 6'o.c. 200to3Mftt 126to190 0.52to0.80 4'o.c. 133to200f' 8410126 0.78to12 •Coverageratesamapproaunateendmayvarybasedonaabstratetypowd epplIcatiom Appmvedsubsttatesincludesbuctural concmtsdeclAJMVaparBaeiuSA.ENBGY3,BaP mPlus,DumBoard,invinsa.SecumcknemDock,0emDackPmna,smomhmadfied asphalt mambmms and gmnulam d asphalt membranes. Please comectJ M Technical Services to r atherappmvedsubsta@s Storage 12 months from manufacture date Clean, dry, well -ventilated indoor environment in an unopened container.24 hours prior to use, store between 60•F (16•C) and 85•F (290C). 45•Fto 95•F (70C to 35•C) - Protect from freezing RS-7374 10-14(Replaces 1143) Meets the requirements of ASTM C 1289, Type II, Class 4, Grades 1, 2 and 3 Features and Components High -Density Polyisacyanurate Foam Care: Closed cell polyisocyanurate foam technology provides additional insulation value, with lightweight and low water absorption characteristics. Mineral Coated Fiber Glass-Reinfi rced Facers Bonded in -line to the polyisocyanurate foam core to provide a smooth, strong surface for better membrane adhesion without the need for priming, with enhanced water resistance that will not support mold growth. Lightweight Offers labor and installation efficiencies and allows more options for situations where the overall weight is a concern. This also means easy hoisting, staging and maneuvering around the roof. Flexibility: Means less breakage during handling, and in re-cover applications it allows Imrinsa to accommodate minor irregularities in existing roofs. User Friendly: Invinsa allows easy & efficient scoring, cutting and snapping which permits fast, tight fabrication and all in a low dust environment Resistance To Damage: High impact, flexural and compressive strength provides a protective layer for insulation while working with the membrane above to ensure maximum performance and longevity. tor�m B muld Ply SNIO 4' TOO PF R*R= LT Lowihma HD lgdieeshf' System Compatibility rhisproductmaybe usedara camponedintlrefoRaWrigaysion Please Merencepm&ctapp6cadon rarspeadinstakadan merhodsand ribmmian. Bey: HA = Hat Applied CA = Cold Applied HW = Heat Weldable SA = Sell Adhered MF = Mechanically Fastened FA = fully Adhered BA = Ballasted Energy and the Environment Pre -Consumer. 3.1% Post -Consumer. 0% Peak Advantages Guarantee Information • contactJM Technical Services for specific systems or terms over 20years. Codes and Approvals 4�SOI u< FM > C US uveaveo r e mm.a Reform the Material Safety Data Sheet and product label pdorte using this product. The Material Safety Data Sheet is available by calling (8001922-5922oron the Web at vvvwrim.cnm/mafing. Ilnstallation/Application a KA 0 ColdAppged Urethane Mechanically Adhesive Fastened Refer to the Application Guides and Detail Drawings for instructions. Packaging and Dimensions 4'x4'xW (1?2mxl.22mx635mm) 6W(272kg) 4'x8'xW (122mx244mx635mm) 12lb(5Akg) 480fN gmfz 30 30 185lb 03 kg) _ 3701b (167 kg) - 192 86 Cornwall, ON and Jacksonville, FL • Assumes 49' nathed truck RS-5500 4-14(Replaces 2.14) Meetsthe requirements of ASTM C 1289, Type II, Class 4, Grades L 2 and 3 Typical Physical Properties Compression Strength D 1621 Invinsa Roof Board 150 psi (1,034 kPa) Flexural Strength Modulus of Rupture Breakload D 1037 1500 psi (10,343 kPa) 25lbf(0.111 kN) Dimensional Stability, UnearChange D2126 <0.6% Moisture Vapor Permeance E 96 <1 perm (<57.5 ng/(Pa-sm2)) Water Absorption, % by vol (max) C209 2.0 Surface Water Absorption C473 <1 gram Mold Resistance D 3273 Pass Weight per ft' N/A 0.375 lb-ft' (1.63 kg-rrP) Weight per board (4'x6') N/A 12lb Thermal Performance Refer to the Material Safety Data Sheet and product label priorto using this product The Material Safety Data Sheetis available by calling (600)922-5922aron the Web at vmvim.cam/roufing. RS-5500 4-14(Replaces 2-141 Features and Components use: For adhering JM TPO membranes to approved substrates. Limited availabft from October lsttoApril 15th. See Bulletin TI3-0m. dated May2t 2013foraddMonal inlormadon. Type: One -pan, water based membrane adhesive. Substrates Compatible with approved insulations and cover boards, and concrete decks. Colors: Bright blue when wet, and dark green when ready to adhere. See Installation/Application for a visual guide to colors. El M "Fly .System Compatibility Iisprodummaybeusedasacamponemmdrataffowingrysto=Plwwrekmmpmductappficadonforspecifich=ffadoameModsandinlannatfum Oo oolrae in Multi-Ptysys� Bsed bo edbem Membranes io Me wtecfed Single P/ysysfems above nay. HA=HatAppried CA = Cold Appfied 11W = Heat Weldable SA = SelfAdhered NlF = Mechanica0y Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment NNNENSIME <10 gfl (Calculated) TtbpmductumbemedmWeit=DnbVVDCklageargadccampmods)cotimpauf mgloplyrocfingadheshFatunagre&r#=29OgX Physical Properties )JrTl TPT Tinter Property Membrane Adhesiv WeighiperUnitfapprox) 11261b/gaIILI,k9l1) Specific Gravity 0.99 Precautions SECURO W is ragistamd trademark of Undad States Gypsmn Compamp SECUROCR• is menufacaved by Untied Smms Gypsum Company and is marla ad by Johns Manila as JfA•SECUROCit•. Refer to the Safety Data Sheet and product label prior to using this product The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.1m.com/roofing. Installation/Application 11 Med.NapRager Was ReadvmAA. • Apply when the ambient and substrate temperature will be above 40• F (40 C) and rising for 48 hours. • This is a 2-sided adhesive when applied in a vertical apprication. When used in a horizontal application with smooth -backed or fleece -backed membrane apply one-sided. When using one-sided application applyto substrate only. • Refer to the application instructions guidelines for proper utilization of this adhesive. Packaging and Coverage Storage 12mamhsfrom manufacture date + Clean• dry, indoor environment in an on enedcontainer 60•F-800F (16•C-27•C)- Protect from freedng Exposure Window Johns Manville recommends immediate and complete use upon opening. Use open containers within 48 hours of opening. Replace lid on can when not in use. Adhesive that has changed color or viscosity is no longer usable. aS-78Zi 2.161nepleces &151 Meets or exceeds the requirements of ASTM 0 6878 Features and Components Thickness Over Scrim: Optimized and tested on a continual basis with a state-of-the-artthickness gaugetovedfythatthe thickness valued byour customers is incorporated into the sheet One ofthe Widest Me@wndows: Promotes better welds over a wider variety of speeds and temperatures, and leads to a softer, more flerdb(e and workable sheet Reinforced fabric scrim layer and top-plythickness: Lends to durable physical properties including: • Long-term weathering, UV resistance and heat -aging properties • High breaking and tearing strength OpdmizedTPO formulation: delivers high-performance ozone resistance, coal roof raflectnrity and overall weather resistance. Colors yVllite .Grey and Tan lead tunes are subject to availability and may require an upcharge forsmaller projects. SystemCOmpatlbllity ThispmductmaybousedwacomponeminMefu#owingsystemsPleases*mncepmductappricadonforspecficknuffadanmeModsandh*mason Key: HA = Hot Applied CA = Cold Appaed HW = Heat Weldable SA = Self Adhered W = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment The FEED® Solar Reflectance Index ISRII is calculated per ASTM E198a. Peak Advantage" Guarantee Infaffnation as t u �,LI Codes and Approvals �e FM CO US ...ROVED I llp=d Instal lation/Application &Ua FullyAdhered Mechanic ", HotAirWeld Fastened Refer to JM TPO application guides and detail drawings for instructions. Packaging and Dimensions •Assumes4a'Hatbedtmckand don notrenectpallets ofaccessadesorimpact ofmixed ens. Refer to the Safety Date Sheet and product label prior to using this product The Safety Data Sheet is available by calling (cool 922-5922 or an the Web at www.jm.com/mofing. Rs-e691 1.15(Replaces 9-151 Meets or exceeds the requirements of ASTM 0 6878 Tested Physical Properties Breaking Strength, min, Ibf(N) 0751 220(976) •1 a 464(7064) 439(1,953) Elongation at Break, min % D 751 15 29 31 Tearing Strength, min, IV(N) D751 45(200) 6512891 1791796) Factory Seam Strength, min, Ibf (N) D 751 66 (290) 137 (609) Thickness, min, in. 0751 +/-10%from Nominal 0.080(Nominal) Thickness Over Scrim, min, in. (mm) 07635 0.015 0.033(0.84) WaterAbsorption, may % D 471 3.0 0.03 Brittleness Point, may-WF D 2137 No Cracks Pass Ozone Resistance D1149 No Cracks Pass Properties after Heat Aging®2401 0573 Pass/Fail Pass Breaking Strength,% (after aging) D751 90 >90 >90 Elongation, % (after aging) 0751 90 >90 >90 Tearing Strength, % (after aging) 0751 60 >60 >60 Weight Change, max, %(after aging) Linear Dimensional Change, may%(after 6lure @1581) 0751 01204 ±1.0 ±tA 022 <0.1 Accelerated Weathering, min G 151 & G 155 10,080 kynf-nm 40340 nm (4,000hrs490.70W) >20,160 kymt (>BAOUhrs) Cracking (®7xmagnification) 6155 No Cracks Pass `MO=MafteD'vectim "xMD=Crass-Machine Direction Note:A9datarepresentstestedvalues Supplemental Testing Physical Properties Dynamic Puncture ASTM Test Method D5535 Standard for ASTM 6878 (Min.) WA JIVI r Result Pass4025JDules Static Puncture 05602 WA Pass @44 lb (29 kg) Impact Resistance of Bituminous Roofing Systems 03746 WA Pass - minor indentations Reflectance C1549 N/A 78% Emi fence C 1371 N/A 0.97 Resistance of Synthetic Polymer Material to Fungi G21 WA Orating Puncture Resistance (FTMS 101C, Method 2031) WA WA 526lb (239 kg) Moisture Vapor Transmission E9fi WA Ig/maper 24hours HydresWdcResistance, Mullen D751 WA 474 PSI (3268 Val , Refer to the Safety Data Sheet and product label prior to using this product The Safety Data Sheet is available by calling (800) 922-5922 or an the Web at wM.1m.cartymoling. RS-9634 1-16 (Replaces 9-151 Features and Components im JM EPDM Metal/Membrane Flashing is a specially designed and JM EPOM lap camera manufactured flashing for sealing and waterproofing JM EPDM Me he„ma °°ape roofing systems where they join an adjacent bituminous roof membrane. Materials A nominal 6° (15.24 cm) strip of black JM EPDM membrane secured to flanges of nominal 4(10.16 cm) wide galvanized steel. Tre dY6badl and GaM Sbo t Sari Strip care st VAIM wale pry typo TIC pant Cmmm4 suaM p Memiemm We cm to lal6 cal ran .b V,m V 1988mm1 Head * Product to be used at transition from TPO roof system to PMMA roof system. See attached detail next page. System Compatibility lldspmductmaybe=dasacampwerdinthePogawmgsysmms PleawrererencepmductappGcaeonfarspecificinswiladonmeMpdsand&mmaom Key. HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Sell Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment o% D% Peak Advantage® Guarantee Information Covered under the JM Peak Advantage Guarantee when installed in a JM approved roofing system. Refer to the Safety Data Sheet and product label prior to using this product The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at wwKim.cam7reoling. Installation/Application • Do not install EPDM membrane indirect contactwith asphalt or coal tar pitch. • fleferto JM applicator guides or detail drawings for instructions Packaging and Dimensions r is �ti 'S� ..slrrea Storage FAMMERM12 momhs from manufacture data Store indoors, out of direct sunlight 60°Fto 88°F (16aCto 27°C) RS-0147 10-14 (Replaces 8.13) F CAP FLASHING IN � �MBR UTILITY CEMENT APPROVED BACKER PLY OR UTILITY CEMENT —NAILS 4" 0.0 � JM ASPHALT PRIME[ B� JM MBR UTILITY CEMENT co �Gs, IM APPROVED FASTENERS AND PLATES - PENETRATION ss- DEPENDANT ON DECK WOOD BLOCKING - `rc y MATERIAL(S). SEE SPECS REQUIRED SECURELY JA. FASTENED TO DECK FOR FURTHER INFORMATION M A NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE Cwww.jm.com) FOR MOST UP-TO=DATE INFORMATION. 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. DETAILS TO BE USED IN CONJUNCTION WITH GUIDE SPECIFICATIONS CONTAINING REQUIREMENTS FOR NAILERS, INSULATION, ETC. S. ON RE -ROOF OR RECOVER PROJECTS, VENT PIPES MUST BE CLEANED OF LARGE DEPOSITS OF ASPHALT. ALUMINUM TAPE IS WRAPPED AROUND THE PIPE AS A SEPARATION LAYER. NEW ASPHALT -COATED CAST IRON PIPES MUST BE WRAPPED WITH ALUMINUM TAPE. 6. JM EPDM TAPE PRIMER MUST BE APPLIED ON ALL SURFACES COMING INTO CONTACT WITH JM EPDM PEEL 8e STICK FLASHINGS. ROLL MEMBRANE WITH HAND ROLLER UNDER PRESSURE AT SEAM. 7. 1/8" TO 114" OF EPDM SEAM TAPE MUST BE EXPOSED ALONG ENTIRE LENGTH OF ALL SEAMS. 8. ALL SEALANTS / CAULKING SHALL BE PERIODICALLY INSPECTED AND MAINTAINED BY THE BUILDING OWNER THROUGHOUT THE LIFE OF THE ROOF. DRAWING NO. TIE IN - BITUMINOUS TO EPDM E-TI-03 MEMBRANETYPE 7 maaisaaauhchmofmmnadWmctng PoduCsmddtasl somas ompepNa REPLACES EWB JM EPDM Mamatimtoyaumamuaery.TNscampfmimtsryasmstamisnAloneuse mrelleduvby v7iu mryme asaabsfiWle fmpafesdonal mgln tlaSlgl mtl doamrentallm reputed by bm7d�g SCALE ISSUE DATE MAXIMUM GUARANTEE TERM: �aomdat�a4¢m elaw•91'aasp5ng 0ie�, mnmads egeeN tlo rclmnstiMamY N.T.s 1-z-15 1.20YEAR adequagm0e