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HomeMy WebLinkAboutRevision OFFICE USE ONLY: DATE FILED: )�a i� PERMIT# j g 0 0166 REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ,4txC4: FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS �l�R PROJECT INFORMATION P 1®?0 ermitrin LOCATION/SITE St' ueoe°a� ADDRESS: Boa"ham 330Li InfTZ &6 AD DETAILED DESCRIPTION OF PROJECT REVISIONS: C Hq'v6-c P A 'rH 1N6-LES' ! y /n a DiFiE/0 B � 7—o, M4V LRT itdaF CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: OWNER/BUILDER INFORMATION: ADDRESS. ` _ guytwwfiE 9 STATE: ZIP: PPIIONE (D YTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 REVISION •Florida Building Code Online / $0 d� Page 1 of2 BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts ( Publications E FBC Staff ; BCIS Site Map ; Links Search Product Florida �r/r Approval USER:Public ax�,rac w' �x-:mu�y�cn Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16027-R2 Application Type Revision --- Code Version 2017 Kit 1 "" ION Application Status Approved Comments Archived ❑ Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email PO Box 70 Rutherford,NJ 07070 G (800)516-1485 `a — a��G david.ruiz@tribuiltmg.com ST.LUCIE COUNTY BUILDING DIVISION Authorized Signature David Ruiz REVIEWED david.ruiz@tribuiltmg.com FOR CO Ii NCE REVIEWED BY �0 --- Technical Representative David Ruiz DATE Address/Phone/Email 250 Route 17 North PLANS AND PE MIT East Rutherford, NJ 07073 MUST BE KEPT ON JOB OR (201)842-2449 NO INSPECTION WILL BE MADE david.ruiz@tribuiltmaterialsgroup Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street '• a =T' % iq j `1 Merrillville,IN 46410 rich.schurman@alliedbuilding.com �j `% 4 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 10/06/2018 Validated By John W.Knezevich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 4/4/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/30/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL16027 R2 II 2017 09 FINAL Al ER TRI- Approved for use outside HVHZ:Yes BUILT MODBIT FL16027-R2.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The Design Pressure noted in this application Evaluation Reports refers to one system. Refer to ER Appendix for all systems FL16027 R2 AE 2017 09 FINAL ER TRI- and max.design pressures.2.)Refer to ER Section 5 for BUILT MODBIT FL16027-R2.odf Limits of Use. Created by Independent Third Party:Yes Baric Next Contact Us::7601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to 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 emails 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 click here. Product Approval Accepts: ® eCFeck -®zr. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 4/4/2018 t _ s EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 TRINITY(ERD 353 Christian Street QOOxford,CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group,LLC Evaluation Report A42970.10.12-112 PO Box 70 FL16027-112 Rutherford,NJ 07070 Date of Issuance:10/23/2012 (800)516-1485 Revision 2:09/25/2017 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: TRI-BUILT 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 I 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 4, plus a 26-page Appendix. Prepared by: ,,lp}ttatrtr4rq r/o• . Robert J.M.Nieminen P.E. , �r�s.,?��]L����•�• The a�9 ile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166 Florida DCAANE1983 ^ /25/2017.This does not serveasanelectronically signed document. CERTIFICATION OF INDEPENDENCE: 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, LLC. 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 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. rTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6th 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 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD(TST6049) FM 4470/4474 P30540.11.09-111 11/30/2009 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD(TST6049) Physical Properties P33960.12.10 12/30/2010 ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD(TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD(TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD(TST6049) Physical Properties P37590.03.13-2-131 07/01/2013 ERD(TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD(TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD(TST6049) Physical Properties P45940.09.13 09/04/2013 ERD(TST6049) Physical Properties P44370.10.13 10/04/2013 FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals(TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals(TST1867) FM 4470 3006646 01/04/2000 FM Approvals(TST1867) FM 4470 3001334 01/25/2000 FM Approvals(TST1867) FM 4470 3001334 02/15/2000 FM Approvals(TST1867) FM 4470 3000857 01/12/2000 FM Approvals(TST1867) FM 4470 3004091 01/12/2000 FM Approvals(TST1867) FM 4470 3006115 05/02/2001 FM Approvals(TST1867) FM 4470 3012321 07/29/2002 FM Approvals(TST1867) FM 4470 3014692 08/05/2003 FM Approvals(TST1867) FM 4470 3014751 08/27/2003 FM Approvals(TST1867) FM 4470 3007170 01/13/2004 FM Approvals(TST1867) FM 4470 3019317 06/30/2004 FM Approvals(TST1867) FM 4470 3020703 07/30/2004 FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006 Exterior Research and Design,U.C. Evaluation Report A42970.10.12-112 Certificate afAuthori:ation#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Revision 2:09/25/2017 Page 2 of 4 C)o TRINrrY I ERD Enti Examination Reference Date FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami-Dade(CER1592) HVHZ Compliance Various NOAs Various Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control ML Agreement 02/27/2012 UL LLC (QUA9625) Quality Control ML Correlation,R27202 08/20/2012 UL LLC (QUA9625) Quality Control Service Confirmation,R14571 Exp.10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems. Table 1:Roll-Goods foi'TRI-BUILT Modified Bitumen Roof Systems Type Product Specification Reference Grade Type TriBuilt SA SBS Base ASTM D6163,Table 2 S I SBS Membranes TriBuilt SBS Granular ASTM D6164 G I TriBuilt SA SBS Cap ASTM D6164 G I TriBuilt APP Smooth ASTM D6222 S I APP Membranes TriBuilt APP Granular ASTM D6222 G I TriBuilt SA APP Cap ASTM D6222 G I S. LIMITATIONS: 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 for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected 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 WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS'117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. Exterior Research and Design,U.C. Evaluation Report A42970.30.12-R2 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-112 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Revision 2:09/25/2017 Page 3 of 4 TRINITY�ERD 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall 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 ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard 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 Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation instructions,subject to the Limitations/Conditions of Use noted below. 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. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com -THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report A42970.10.12-R2 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16027-R2 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Revision 2:09/25/2017 Page 4 of 4 C_)o TRINITY ERD APPENDIX f.ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE - Table Deck Application Type Description Page IA-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 IA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6 11) Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6 cii Wood" ,, .Ne% orRercoNT'ear=Off) NornlnsvlatedRMechsAttached-BaseSheeEon ed:RodfCover iE 2 Vi/ood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8 1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 9 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 10 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11-14 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-16 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16 4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17-19 SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20 SB CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 21 5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22 5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 22 5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 22 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 23 6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24 6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24 61) Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 24 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 25-26 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 26 The following notes apply to the systems outlined herein: 1. 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. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the CIA requirements of F.A.C.Rule 61G2G-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017 Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 1 of 26 e TRINITY ERD TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(Note 1) Base Sheet Roof Cover(Note 15) MDP No. Base Fasteners Attach Base Ply Cap Ply (pso Min.15/32-inch 9-inch o.c.at 2-inch lap and 18-inch o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA W-14 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP-TA or APP-TA 45.0' inch spans Min.15/32-inch 9-inch o.c.at 2-inch lap and 12-inch o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA _52.5 W-15 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP-TA or APP TA inch spans Polyglass Elastobase,Polyglass Elastobase - q M n 19/32-inch +---- o — (Optional)One or _ - ' plywood atmaz Poly,Polyglass G2 Base,,GertalnTee Z32.ga ;]=5/8=inch-diameterrtin;caps—'. =n8"i cab c7in 4=inch•lap�and-8=inch o.c.in three,-- - SBS-AA,SBS- t�W_36 P Yw `-�---- ----_� more BP-AA or .60A 24-inch spans lasbase,Firestone MB Base,JM Perma- with 11 ga.annular ring sliank`nails equally spaced,staggered'center rows TA,APP-TA 1r. APP-TA Ply 28,Tamko Glass Base or GAFGLAS#75 Min.19/32-inch W-17 plywood at max. BS-SA or SA,585-TA or -60.0 more S(Optional)One or SBS-SA,APP- W-17 Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c.in 4-inch lap and 8-inch o.c.in three, 24-inch spans Elastobase Poly with poly top surface with 11 ga.annular ring shank nails equally spaced,staggered center rows moreAPP- S APP-TA Min.15/32-inch 6-inch o.c.at 2-inch lap and 6-inch o.c.in two, (Optional)BP-AA or SBS-AA,SBS-TA W-18 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap equally spaced,staggered center rows APP-TA or APP-TA 90.0 inch spans Min.19/32-inch Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 4-inch o.c.in 4-inch lap and 4-inch o.c.in four, (Optional)One or SBS-SA,APP- W-19 plywood at max. Elastobase Poly with poly top surface with 11 ga.annular ring shank nails. equally spaced,staggered center rows more SBS-SA or SA,SBS-TA or -97.5 24-inch spans APP-TA APP-TA Min.15/32-inch W-20 plywood at max.24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c.at 2-inch lap and enter r o.c.in three, (Optional)BP-AA or or SBS-AA,SBS-TA 105.0 inch spans equally spaced,staggered center rows APP-TA or APP-TA Min.19/32-inch (Optional)One or Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps 6-inch o.c.in 4-inch lap and 6-inch o.c.in four, SBS-AA,SBS- W-21 plywood at max. Elastobase Poly with 11 ga.annular ring shank nails equally spaced,staggered center rows more BP-AA or TA,APP-TA -112.5 24-inch spans APP-TA 32 ga.,1-5/8-inch diameter tin caps SBS-SA,APP- Polyglass Elastobase Polyglass Elastobase or Polyglass with 11 ga.annular ring shank nails. 6-inch o.c.in 4-inch lap and 6-inch o.c.in four, (Optional)One or W-22 plywood at max. Elastobase Polywith of to surface Note:Tin caps are to be rimed with equally spaced,staggered center rows more APP-TA SA,SBS-TA or 112.5 24-inch spans poly P P P q Y P gg APP-TA ASTM D41 primer. Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/25/2017 Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 7 of 26