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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of3 ... `•�._s�l "r Florida Deparbnentof acts Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats&Fads I Publlcatlons I FBC Staff BCIS Site Map I Unius Search I t'sMi Product pproval ro ' IfUSgk.*Public user Regulation , gum.MWMrwrnWMProduct Aooroval Menu>Product or pooticatlon Search>Anolication List>Application Detail FL# FL7006-119 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived f] Product Manufacturer IKO Industries,Ltd Address/Phone/Email 40 Hansen Road South Brampton,NON-US L6W 31-14 (708)496-2800 Ext 200 rm etz001 @ta mpabay.ra corn Authorized Signature Robert Metz rmetzOOI@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456-Amila-Circle-NE Saint Petersburg,FL 33703 rrnet727)z001@tampabay.rr.com 776-5261 ESL PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Quality Assurance Representative bon Shaw d=wQl�pRED BY-FIELDINSPECT®RS THAT 120 H Address/Phone/Email y Rddies LTD 3i MAY ENEC'E�S AR IN OR DER MWilmington,DE 19808 � A(717)579-6706 001VXX 7"AS� don.shaw@iko.com � A� I� L COMES, . /0"10 J v2l to Category Roofing �' j-j CiF CQj,�Tv R , Subcategory Asphalt Shingles p'jF jTji nr.,T j }}CD FOR C �' �TS NWLL-t ION i'tE}b ED RY ' ,E Compliance Method Certification Mark or Ustind-ATE — `i! PER1UT1d Certification Agency FM Approvals-CER ©F?��LYSPECI[O fCTST,BE I(EpT OIN JOn Validated By Locke Bowden N��'il,L BEAN ® Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard x9fu ASTM D3161 modified to 110 mph 2009 ASTM D3462 2009 ASTM D7156 Class H 2O06 ASTM E106 2007 Equivalence of Product Standards Certified By http://www.floddabuilding.org/pr/pr app dtl.aspx?paratn=wGEVXQwtDgse7mYBd2b3K... 1/21/2016 Florida Building Code Online Page 2 of 3. i Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL# Model,Number or Name Description 7006.1 Cambridge,Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee,IL;Hawkesbury,Ont.; Wilmington,DE;Sylacauga,AL and Toronto,Ont.plants Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 fetter- 4-15-- Approved for use outside HVHZ:Yes 2015 .pdf Impact Resistant:N/A FI 7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6 Design Pressure:N/A 15.Ddf Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter-Installation Instructions for FBC FL7006.adf Verified By:Duc-i Nguyen 65034 Created by Independent Third Party:No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Rldge 12 Cap fiberglass This is a 12°x 12"fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto,Ont.and Brampton,Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 119 C CAC FM Letter-ASTM d3161 letter- 4-15- -Approved for use outside HVHZ:Yes 2 df Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6 Design Pressure:N/A 15.odf Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II Hip and Ridge Cao Shlnale Installation jnstructions.gdf FL7006 R9 11 IKO-133-02-01 Letter-Installation Instructions for FBC FL7006.0f Verified By:DucT Nguyen PE 65034 Created by Independent Third Party:No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip 'the bottom of a roof system manufactured in Brampton and Hawkesbury,Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZi Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-IS- Approved for use outside HVHZ:Yes 2015 .ndf Impact Resistant:N/A FL7006 119 C CAC FM Letter-ASTM d3462 letter-5 6 Design Pressure:N/A 15.udf Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3 15 .odf i Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter-Installation Instructions for FBC FL7006.ndf FL7006 R9 II Roofing-Products-Leading-Edge-Plus- ADDlication-EN(1).odf Verified By:Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: i 7006.4 Marathon 25 AR,CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.; Sylacauga,AL and Kanakakee,IL plants http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 1/21/2016 Florida Building Code Online Page3 of3 1 Limits of Use Certification Agency certificate Approved for use In HVHZ:Yes FL7006 119 C CAC FM Letter-ASTM d3161 letter- 4-15� Approved for use outside HVHZ:Yes 2015 .Ddf Impact Resistant:N/A FL7006 119 C CAC FM Letter-ASTM d3462 letter-5 6 Design Pressure:N/A 1540 Other: FL7006 R9 C CAC FM Letter ASTM E 108 letter- 5 3 15 d quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter-Installation Instructions for FBC FL7006.Ddf Verified By:Duc T Nguyen 65034 Created by Independent Third Party:No Evaluation Reports Created by Independent Third Party: Back Nmct ContactUs n 1940 North Monroe Street.Tallahassee FL 32399 Phonr'850-4874824 i . The State of Florida is an AA/EEO employer.CaRXdaht 2007-2013 State of Florida,;;Privacy Statement::Accessibflity Statemeat::Refund Statement Under Florida taw,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 electronic malt to this entity.Instead,contact the office by phone or by traditional mall.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 emalls provided maybe used for offidai 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,FS.,please c8dc him, Product Approval Acceptsi MOM SCC11r1 Af1tYRILC I 1 i I http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 1/21/2016 ........... EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 C")o 353 Christian Street TRINITYIERD Oxford, CT 06478 f PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Mule-Hide Products Co., Inc. Evaluation Report M10000.03.08-112 1195 Prince Hall Drive, Suite A FL10497-R2 Beloit, WI 53511-5481 Date of Issuance: 03/28/2008 Revision 2: 08/21/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Mule-Hide SBS and APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling 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. TrinityJERD 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. ; r i_ANS AND ALL PROPOSED WORK This Evaluation Report consists of pages 1 through 4, plus a 16-page AOP '' ACT TO Afd�CORR�CTIO 'S ''9g RED BY FIELD INSPECTORS THAT Prepared by: ►«sur,►,,,-- r �r BE gARY M ORDER-TO.: �� S r—• If 4�,%' ALL APPI�ICAPL CORES,. .. C a The facsimile seal appearing was authorized : :`°'S `a;a' F.{;•p by Robert Nieminen,P.E.on 08/21/2013 This es not as an electronically signed .afis�:4..�..c'+= documo nt: Signed,sealed ha dcopies have been Robert J.M. Nieminen, P.E. i,.f.,°dO�k�LYc�;�t,s transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 ice'""""""' . to the named client 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. '. ST.LITC'TF ("nI'ATV RLTff PTNTC'nIVISION REVIF.3i L0 FOR C01,11"LIANCE REVIE" ED BY_S DATE_ , -- /4 _ ,, •— FLANS AN'D PERMIT M ST BE I{EPT ON JOB OR NO INSPECTION WELL BE XL&DE. 0 . TRI ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Mule-Hide SBS and APP Modified Bitumen Roof Systems, as produced by Mule-Hide Products Co., Inc., 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 Property Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 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 P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 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 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 UL File R14571 Exp. 08/28/2017 Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R2 Certificate of Authorization#9503 FL10497-R2 Revision 2: 08/21/2013 Page 2 of 4 i QTRINITY �RD I 4. PRODUCT DESCRIPTION: This Evaluation Report covers Mule-Hide Modified Bitumen Roof Systems installed in accordance with Mule-Hide. published installation instructions and the Limitations / Conditions of Use herein. The following Mule-Hide membranes make up the subject systems. Table 1: Roll-Goods for Mule-Hide Modified Bitumen Roof Systems Type Product Specification Reference Grade Type Nail Base ASTM D6163 S I SA Base Sheet ASTM D6163,Table 2 S I SA Base Sheet(FR) ASTM D6163,Table 2 S I SA Base Sheet 6163 ASTM D6163 S I SBS Membranes SA Base Sheet 6163 (FR) ASTM D6163 S I SA-SBS Cap Sheet ASTM D6164 G I SA-SBS Cap Sheet(FR) ASTM D6164 G I SA-SBS KoolCap ASTM D6164 S I SA-SBS KoolCap (FR) ASTM D6164 S I SA-APP Cap Sheet ASTM D6222 G I SA-APP Cap Sheet(FR) ASTM D6222 G I APP Membranes SA-APP KoolCap ASTM D6222 S I SA-APP KoolCap (FR) ASTM D6222 S I SA-APP PF30 KoolCap ASTM D6222----F S I 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 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. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 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. 5.7 For fully-adhered insulation, 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 5.8 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. Exterior Research and Design, LLC. Evaluation Report M10000.03.08-112 Certificate of Authorization#9503 FL10497-R2 Revision 2: 08/21/2013 Page 3 of 4 j QOTRINITY 1 ER® 5.9 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. 5.10 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. 5.11 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 RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Mule-Hide Modified Bitumen roof systems shall be installed in accordance with Mule-Hide 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. 6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ Mule-Hide 102 Fibrated Roof Coating; ➢ Mule-Hide 111 Non-Fibrated Roof Coating; ➢ Mule-Hide 301 Emulsion Fibrated; ➢ Mule-Hide 311 Emulsion Non-Fibrated; ➢ Mule-Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Mule-Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Mule-Hide 416 Standard Non-Fibrated Aluminum Roof Coating. 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 9N-3 QA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design, LLC. Evaluation Report M10000.03.08-1112 Certificate of Authorization#9503 FL10497-R2 Revision 2: 08/21/2013 Page 4 of 4 rTRINITYER0 APPENDIX 1: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 3A-2 Wood New,Reroof(Tear-Off) or Recover A-2 Mech.Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 113 Wood New,Reroof(Tear-Off) or Recover C Mech.Attached Insulation, Bonded Roof Cover 5 1C Wood New, Reroof(Tear-Off) or Recover D Prelim.Attached Insulation, Mech.Attached Base Sheet, Bonded Roof Cover 6 1D Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet, Bonded Roof Cover 6-7 1E Wood New or Reroof(Tear-Off) F Non-Insulated, Bonded Roof Cover 7 2A Stegl or Conc. New, Reroof(Tear-Off)or Recover C Mech.Attached Insulation, Bonded Roof Cover 8 2B Steel or Conc. New, Reroof(Tear-Off)or Recover D Prelim.Attached Insulation, Mech.Attached Base Sheet, Bonded Roof Cover 8 3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 9-1`� 3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof, Bonded Insulation,Bonded Roof Cover 11_ 3B Concrete New or Reroof(Tear-Off) F Non-Insulated, Bonded Roof Cover 11 4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 12 4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation, Bonded Roof Cover 13 4C LWIC New or Reroof(Tear-Off) E Non-Insulated, Mech.Attached Base Sheet, Bonded Roof Cover 13 5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 14 5B CWF New, Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation, Bonded Roof Cover 14 6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 15 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 16 The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH]. Wind 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. ➢ 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, DensDeck, DensDeck Prime, DensDc DuraGuard, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-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. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. 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 published instructions. ➢ HA(HA): Full coverage at 25-30 Ibs/square. ➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive(M-OSFA):Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report M10000.03.08-112 for FL10497-R2 Certificate of Authorization#9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 16 rTRIN11Y J ERC ➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500-is referenced. ➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used where CR-20 is referenced. ➢ 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. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to`increase'the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA):MDP -157.5 psf (Min. 0.5-inch thick) C ➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi-Max FA-3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -31'5.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II, Poly ISO 2) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. 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* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. 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. 10. 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. 11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, a`�_\`) 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._ accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Table 1: Mule-Hide Roof Covers Reference Layer Material Application SBS-SA Base SA-SBS Base Sheet,SA-SBS Base Sheet(FR),SA Base Sheet 6163,SA Base Sheet 6163(FR) Self-Adhering (SBS,Self-Adhering) Cap SA-SBS Cap Sheet,SA-SBS Cap Sheet(FR),SA-SBS KoolCapTM,SA-SBS KooiCapTm (FR) APP-SA(APP,Self-Adhering) Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR), SA-APP KoolCapTM,SA-APP KoolCapTM (FR),SA-APP PF30 KoolCapTM Self-Adhering Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-112 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 16 -.TRINITY ER 14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ Mule-Hide 102 Fibrated Roof Coating; ➢ Mule-Hide 111 Non-Fibrated Roof Coating; ➢ Mule-Hide 301 Emulsion Fibrated; ➢ Mule-Hide 311 Emulsion Non-Fibrated; ➢ Mule-Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Mule-Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Mule-Hide 416 Standard Non-Fibrated Aluminum Roof Coating. 15. The following represent priming requirements for gypsum-based coverboards: C� ➢ DensDeck and DensDeck Prime shall be field-primed with Mule-Hide 121 Asphalt Primer or 121 Asphalt Spray Primer prior to self-adhering membrane application. ➢ SECUROCK Gypsum-Fiber Roof Board or DensDeck DuraGuard do not require field priming. 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL10497-R2 Certificate of Authorization#9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 16 �T J �;ERD "'� TABLE 1A-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (See Note 1) Type Fasteners 'Attach Type Attach Type Attach Base Ply Cap (Psf) Min. 19/32-Inch Nail Base, 32 ga., 1- Min. 0.25-Inch 8-Inch o.c. in 4- plywood at CertainTeed 5/8-inch (Optional) FBC DensDeck, Inch lap and 8- (Optional) max. 24-Inch Glasbase, Firestone diameter tin inch o.c. in three, Approved,ASTM DensDeck SBS- One or SBS-SA W-1 spans attached MB Base,JM Perma- caps with 11 equally spaced, SA more SBS- C1289,type II HA Prime HA or APP- -52.5 6-inch o.c.with Ply 28,Tamko Glass ga.annular polyiso- SECUROCK SA - 8d common Base or GAFGL staggered center AS ring shank rows cyanurate Gypsum-Fiber SA nails #75 nails Roof Board Min. 19/32-Inch plywood at CertainTeed 8-inch o.c. in 4- 32 ga., 1- Min.0.25-inch max.24-inch 5/8-inch (Optional) FBC DensDeck, Glasbase Firestone inch lap and 8- (Optional) spans attached c MB Base,]M Perma- . in three, SBS- One or diameter tin inch o. Approved,ASTM DensDeck SBS-SA W-2 4-inch o.c.with caps with 11 C1289,type II HA Prime HA or APP- -60.0 8d common Ply Tamko Glass ga.annular equally spaced, polyiso- SECUROCK SA more SBS- SA #75 nails or 6-inch Basee o or GAFGLAS ring shank staggered center cyanurate Gypsum-Fiber SA o.c.with #8 nails rows Roof Board screws Min. 19/32-inch plywood at 32 ga., 1- .Min 2-Inch OB50 6-inch o.c. in 4- 06500, inch lap and 6- max. 24-Inch 5/8-inch ACFoam II, Poly D-IS, CR-20 or (Optional) (Optional) spans attached diameter tin Inch o.c. in four, M-OSFA Additional ISO 2 III H- OB500, SBS-SA equally spaced, atop layers of base W-3 4-inch o.c.with Nail Base caps with 12 Shield, Poly ISO SBS- One or CR-20 SA more SBS- or APP- -60.0 8d common ga.annular 1 H-Shield CG or M- SA nails or 6-inch ring shank staggered center Multi-Max FA3 or fastener insulation OSFA SA o.c.with #8 nails rows ENRGY-3 rows,7- inch o.c. screws Exterior Research and Design, LLC.d/b/a Trinity[ERD Evaluation Report M10000.03.08-112 for FL10497-112 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 4 of 16 TRIM: [510 TABLE 1A-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) Min. 19/32- OMG Flat Nail Base, Bottom Plates 12-Inch o.c. In inch plywood Min.0.25-Inch at max. 24- DensDeck CertainTeed (square)with 4-inch lap and (Optional) FBC (Optional) inch spans DensDeck Prime SBS- One or Glasbase, Firestone Roofgrip #14, 12-inch o.c. in Approved,ASTM SBS-SA W-4 attached 6- MB Base,IM Perma- Dekfast Hex two,equally C1289,type II HA SECUROCK HA SA more SBS- or APP- -52.5 Inch o.c.with Ply 28,Tamko Glass with Dekfast spaced, polyiso- Gypsum-Fiber SA SA, Base or GAFGLAS #14 or TruFast staggered c anurate {/ 8d common #75 MP-3 with center rows y Roof Board h nails TruFast HD Min. 19/32- inch plywood at max. 24- 12-inch pain Min. 0.25-inch 4-inch lap and (Optional) FBC inch spans OMG Flat DensDeck, (Optional) 12-inch o.c: in Approved,ASTM SBS-SA attached 4- Bottom Plates DensDeck Prime, SBS- One or W-5 Inch o.c.with Nail Base (square)with two,equally C1289,type II HA SECUROCK HA SA more SBS- or APP- -60.0 8d common Roofgrip #12 spaced, polyisoyiso- Gypsum-Fiber SA SA nails or 6-inch staggered cyanurate Roof Board o.c.with #8 center rows screws TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover MDP No. Deck(See Note 1) Layer (psf) Type Fasteners Attach Base Ply Cap Min. 19/32-Inch plywood (Optional) Dekfast Galvalume at max. 24-Inch spans One or more layers, Min. 1.5-Inch ENRGY 3, Steel Hex with Dekfast Z (Optional)One SBS-SA or i W-6 attached 6-inch o.c.with any combination, H-Shield, Poly ISO 1 #12 DP or TruFast MP- 1 per 1.33 ft SBS-SA or more SBS-SA APP-SA -82.5 #8 screws loose laid 3 with TruFast DP Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report M10000.03.08-R2 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 5 of 16 Q0TRINITYIERD TABLE IC: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Insulation Layer(s) Base Sheet Roof Cover MDP No. Deck(See Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) Min. 19/32-inch OMG Flat Bottom Plates(square) plywood at max. 24- One or more 12-inch o.c. in 4-inch lap and Prelim. with Roofgrip#14, Dekfast HexOne or more SBS-SA or W-7 inch spans attached 6- layers,any Nail Base 12-inch stag in two,equally -52.5 inch o.c.with 8d combination Attached with Dekfast#14 or TruFast MP- spaced,staggered center rows SBS-SA APP-TA common nails 3 with TruFast HD Min. 19/32-Inch plywood at max. 24- One or more 12-inch o.c. in 4-Inch lap and C-", Inch spans attached 4- Prelim. OMG Flat Bottom Plates(square) One or more SBS-SA or W-8 Inch o.c.with 8d layers,any Attached Nail Base with Roofgrip#12 spaced,nch stag in two,equally staggered center rows SBS-SA APP-TA -60.0 combination spaced, common nails or 6-inch o.c.with #8 screws TABLE 1D: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck(See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (psf) Min. 19/32-inch plywood at max. 8-inch o.c. in 4-inch lap and 8-Inch (Optional)One 32 ga., 1-5/8-Inch diameter tin caps with SBS-SA or W-9 24-inch spans attached 6-inch o.c. Nail Base o.c. in three,equally spaced, or more SBS- -52.5 with 8d common nails 11 ga. annular ring shank nails staggered center rows SA APP-SA Min. 19/32-inch plywood at max. OMG Flat Bottom Plates(square)with 12-inch o.c. in 4-inch lap and 12-inch One or more SBS-SA or W-10 24-inch spans attached 6-inch o.c. Nail Base Roofgrip #14, Dekfast Hex with Dekfast o.c. in two,equally spaced,staggered -52.5 with 8d common nails #14 or TruFast MP-3 with TruFast HD center rows SBS-SA APP-SA Min. 15/32-inch thick exterior Original Simplex Cap Nails(1-inch metal 6-inch o.c.at 3-inch lap and 6-Inch (Optional)SBS- SBS-SA or W-11 grade plywood attached per Code Nail Base head diameter, 11 gauge x min. 1.25-inch o.c. in four,equally spaced, SA or APP-SA APP-SA -52.5 to meet pressure requirements. long annular grooved shank) staggered center rows Min. 19/32-inch plywood at max. 8-inch stag in 4-inch lap and 8-inch (Optional)One 24-inch spans attached 4-inch stag 32 ga., 1-5/8-inch diameter tin caps with SBS-SA or W-12 with 8d common nails or 6-inch Nail Base 11 ga. annular ring shank nails o.c. in three,equally spaced, or more SBS- APP-SA -60.0 o.c.with #8 screws staggered center rows SA Min. 19/32-Inch plywood at max. 12-inch o.c. in 4-Inch lap and 12-Inch 24-inch spans attached 4-inch o.c. OMG Flat Bottom Plates(square)with One or more SBS-SA or W-13 with 8d common nails or 6-inch Nail Base Roofgrip#12 cent in two,equally spaced,staggered SBS-SA APP-SA -60.0 o.c.with #8 screws center rows Min. 19/32-inch plywood at max. 4-Inch o.c.-in 4-Inch lap and 4-inch (Optional)One 32 ga., 1-5/8-inch diameter tin caps with SBS-SA or W-14 24-inch spans attached 6-Inch o.c. Nail Base 11 ga. annular ring shank nails. o.c. in four,equally spaced, or more SBS- APP SA with #8 screws staggered center rows SA Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report M10000.03.08-112 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 6 of 16 71 l INITYY[ERD TABLE 1D: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (Psf) 32 ga., 1-5/8-Inch diameter tin caps with (Optional)One Min. 19/32-Inch plywood at max. 11 ga. annular ring shank nails. Note:Tin 6-Inch o.c. in 4-Inch lap and 6-inch or more SA W-15 24-inch spans attached 6-inch o.c. Nail Base caps are to be primed with Mule-Hide 121 o.c. in four,equally spaced, Base Sheet SBS-SA or 112.5 with #8 screws Asphalt Primer, 121 Asphalt Spray Primer staggered center rows 6163 or SA APP-SA or ASTM D41 primer. Base Sheet 6163(FR) TABLE 1E: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER System Roof Cover MDP Deck(See Note 1) Primer No. Joint Treatment Base Ply Cap (psf) Min. 19/32-Inch plywood at max. (Optional) Mule-Hide 121 (Optional)One or W-16 24-inch spans attached 6-inch o.c. Asphalt Primer or 121 None SBS-SA SBS-SA or APP-SA -90.0 with 8d ring shank nails Asphalt Spray Primer more SBS-SA Min. 15/32-inch plywood at max. (Optional) Mule-Hide 121 Plywood joints are covered with 4-inch SA Base Sheet (Optional)One or W-17 24-inch spans attached 6-inch o.c. Asphalt Primer or 121 wide strips of SA Base Sheet 6163,rolled or SA Base SBS-SA or APP-SA -97.5 with #12 screws Asphalt Spray Primer into place to create continuous bond. Sheet(FR) more SBS-SA Min. 15/32-Inch plywood at max. (Optional) Mule-Hide 121 Plywood joints are covered with 4-inch SA Base Sheet (Optional)One or W-18 24-Inch spans attached 6-inch o.c. Asphalt Primer or 121 wide strips of SA Base Sheet 6163, rolled 6163 or SA Base SBS-SA or APP-SA -135.0 with #12 screws Asphalt Spray Primer into place to create continuous bond. Sheet 6163(FIR) more SBS-SA Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report M10000.03.08-112 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 16 UTDI ip '[5 TABLE 2A: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover MDP No. Deck(See Note i) Layer Type Fasteners Attach Base Ply Cap (psf) Min. 22 ga.,type B, (Optional) Dekfast Galvalume Steel Hex with Grade 33 steel or min. One or more layers, Min. 1.5-Inch Dekfast#12(steel only)or#14 1 per 1.33 (Optional)One SBS-SA or SC-1. 2,500 psi structrual any combination, ENRGY 3, H- or TruFast MP-3 with TruFast DP ftZ SBS-SA or more SBS-SA APP-SA -82.5 Shield, Poly ISO 1 steel only) concrete loose laid ( Y)or HD TABLE 2B: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER �- SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS System Deck Insulation Layer(s) Base Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) Min. 22 ga.,type 12-inch o.c. in 4-inch lap and One or more OMG Flat Bottom Plates(square)with B,Grade 33 steel Prelim. 12-inch o.c. in two,equally (Optional)One SBS-SA or SC-2. or min. 2,500 psi layers,any Attached Nail Base Roofgrip#14, Dekfast Hex with Dekfast spaced,staggered center or more SBS-SA APP-SA -52.5 structrual concrete combination #14 or TruFast MP-3 with TruFast HD rows Min. 22 ga.,type 12-Inch o.c. In 4-inch lap and One or more B,Grade 33 steel Prelim. OMG Flat Bottom Plates(square)with 12-Inch o.c. in two,equally (Optional)One SBS-SA or SC-3. or min. 2,500 psi layers,any Attached Nail Base Roofgrip#12(steel only)or#14 spaced,staggered center or more SBS-SA APP-SA -60.0 combination structrual concrete rows Exterior Research and Design, LLC.d/b/a Trinity ERD Evaluation Report M10000.03.08-R2 for FI-10497-112 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nleminen,PE-59166 Appendix 1, Page 8 of 16 TIII' l ER TABLE 3A-1: 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 (See Note Primer No. 1� Type Attach Type Attach Base Ply Cap (psf) �x ..6 B..n .<..,N_SU:.<.L,AT.,IdO..GN TYE., , 5 4 aNS C-1 Concrete (Optional)121 Asphalt Min. 1.5-Inch H-Shield, Poly ISO D-IS (Optional)additional layers(s)of D-IS SBS-SA (Optional)One SBS-SA or -67.5 Primer 1 or Multi-Max FA3 base insulation or more SBS-SA APP-SA C-2 Concrete 121 Asphalt Min. 1.5-inch ACFoam II, Poly D-IS (Optional)additional layers(s)of D-IS SBS-SA (Optional)One SBS-SA or. -135.0 l/ Primer ISO 2 or ENRGY 3 base insulation or more SBS-SA APP-SA \� C-3 Concrete None Min. 1.5-inch, min. 1.5 pcf EPS D-IS (Optional)additional layers of D-IS SBS-SA (Optional)One SBS-SA or -157.5 insulation board base insulation or more SBS-SA APP-SA C-4 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS OB500 (Optional)additional layers of OB500 SBS-SA (Optional)One SBS-SA or -120.0 Insulation board base insulation or more SBS-SA APP-SA C-5 Concrete None Min. 1.5-Inch ENRGY 3 OB500 (Optional)additional layers(s)of OB500 SBS-SA (Optional)One SBS-SA or -127.5 base insulation or more SBS-SA APP-SA C-6 Concrete None Min. 1.5-inch ACFoam II, Poly OB500 (Optional)additional layers(s)of 06500 SBS-SA (Optional)One SBS-SA or -150.0 ISO 2,or H-Shield, Poly ISO 1 base insulation or more SBS-SA APP-SA Min. 1.5-inch ACFoam II, Poly (Optional)additional layers(s)of (Optional)One SBS-SA or C-7 Concrete None ISO 2, ENRGY 3, H-Shield, Poly M-OSFA base insulation M-OSFA SBS-SA or more SBS-SA APP-SA -232.5 ISO 1 or Multi-Max FA3 C-8 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS CR-20 (Optional)additional layers of CR-20 SBS-SA (Optional)One SBS-SA or -240.0 insulation board base insulation or more SBS-SA APP-SA Min. 1.5-Inch ACFoam II, Poly C-9 Concrete None ISO 2,ACFoam III, ENRGY 3, H- CR-20 (Optional)additional layers(s)of CR-20 SBS-SA (Optional)One SBS-SA or -270.0 Shield, Poly ISO 1, H-Shield CG base Insulation or more SBS-SA APP-SA Multi-Max FA3,or ISO 95+GL l —� C-10 Concrete None Min. 2-Inch ACFoam II, Poly ISO OB (Optional)additional layers(s)of OB Classic SBS-SA (Optional)One SBS-SA or -270.0 - 2 or H-Shield, Poly ISO 1 Classic base insulation or more SBS-SA APP-SA Min. 1.5-inch ACFoam II,Poly C-11 Concrete 121 Asphalt ISO 2,ACFoam III, ENRGY 3, H- HA (Optional)additional layers(s)of HA SBS-SA (Optional)One SBS-SA or -480.0 Primer Shield, Poly ISO 1, H-Shield CG base insulation or more SBS-SA APP-SA or Multi-Max FA3 � ,.'� r..,; .Y" ` z a;' .. " .:r., t u k 3�:.., y f $ELF.ADHERING°SYSTEMS WITHi:BASEeINSULATION..ANDCOVERBOARD. = w•x.o x ,.., a. t..,.s .;..- z .W ..�- r: s 3a US..,.�i.��r ��.,- t� .��.,.�h,�,_�,�._k� ma C-12 Concrete None Min. 1.5-inch Multi-Max FA3 D-IS Min. 0.25-inch SECUROCK D-IS SBS-SA (Optional)One SBS-SA or -67.5 Gypsum-Fiber Roof Board or more SBS-SA APP-SA Min. 1.5-Inch, min. 2.0 pcf Min. 0.25-Inch DensDeck (Optional)One SBS-SA or C-13 Concrete None ASTM C578 Expanded D-IS DensDeck Prime D-IS SBS-SA or more SBS-SA APP-SA -120.0 Polystyrene Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report M10000.03.08-R2 for FL10497-112 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 16 PUNITY.i ERD TABLE 3A-1: 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 (See Note Primer No. 1� Type Attach Type Attach Base Ply Cap (psf) Min. 2-inch ACFoam II, Poly ISO Min. 0.25-inch SECUROCK (Optional)One SBS-SA or C-14 Concrete None 2,ENRGY-3 or H-Shield, Poly D-IS Gypsum-Fiber Roof Board D-IS SBS-SA or more SBS-SA APP-SA -247.5 ISO 1 C-15 Concrete None Min. 1.5-inch ENRGY 3 OB500 Min. 0.25-inch DensDeck, OB500 SBS-SA (Optional)One SBS-SA or -127.5 DensDeck Prime or more SBS-SA APP-SA Min. 1.5-Inch ACFoam II, Poly Min. 0.25-inch DensDeck (Optional)One SBS-SA or C-16 Concrete None IISO SO 2, H-S leld, Poly ISO 1 or OB500 DensDeck Prime OB500 SBS-SA or more SBS-SA APP-SA -150.0 Min. 2-Inch ACFoam II, Poly ISO Min. 0.25-inch SECUROCK (Optional)One SBS-SA or C-17 Concrete None 2, ENRGY-3 or H-Shield, Poly OB500 Gypsum-Fiber Roof Board OB500 SBS-SA or more SBS-SA APP-SA -247.5 ISO 1 Min. 1.5-inch ACFoam II, Poly Min. 0.25-inch SECUROCK (Optional)One SBS-SA or C-18 Concrete None ISO 2, ENRGY 3, H-Shield, Poly M-OSFA Gypsum-Fiber Roof Board M-OSFA SBS-SA or more SBS-SA APP-SA -232.5 7 ISO 1 or Multi-Max FA3 Min. 2-inch ACFoam II, Poly ISO Min. 0.25-Inch SECUROCK (Optional)One SBS-SA or C-19 Concrete None 2, ENRGY-3 or H-Shield, Poly M-OSFA Gypsum-Fiber Roof Board M-OSFA SBS-SA or more SBS-SA APP-SA -247.5 ISO 1 Min. 1.5-inch, min. 2.0 pcf Min. 0.25-Inch DensDeck (Optional)One SBS-SA or C-20 Concrete None ASTM C578 Expanded CR-20 DensDeck Prime CR-20 SBS-SA or more SBS-SA APP-SA -240.0 Polystyrene Min. 2-Inch ACFoam IV, min. 1.5-inch Ultra-Max or Multi-Max C-21 Concrete None FA-3, min. 1.3-inch ACFoam III CR-20 Min. 0.25-inch SECUROCK CR-20 SBS-SA (Optional)One SBS-SA or -240.0 or min. 1.0-inch ISO 95+GL, H- Gypsum-Fiber Roof Board or more SBS-SA APP-SA Shield, Poly ISO 1, H-Shield CG or ENRGY 3 Min. 2-Inch ACFoam II, Poly ISO Min. 0.25-inch SECUROCK (Optional)One SBS-SA or � l; C-22 Concrete None 2, ENRGY-3 or H-Shield, Poly CR-20 Gypsum-Fiber Roof Board CR-20 SBS-SA or more SBS-SA APP=SA -247.5 ISO 1 C-23 Concrete None Min. 2-inch ACFoam II, Poly ISO OB Min. 0.25-inch SECUROCK OB Classic SBS-SA (Optional)One SBS-SA or -350.0 2 or H-Shield, Poly ISO 1 Classic Gypsum-Fiber Roof Board or more SBS-SA APP-SA Min. 1.5-inch ACFoam II, Poly 121 Asphalt ISO 2,ACFoam III, ENRGY 3, H- Min. 0.25-inch SECUROCK (Optional)One SBS-SA or C-24 Concrete Primer Shield, Poly ISO 1, H-Shield CG HA Gypsum-Fiber Roof Board HA SBS-SA or more SBS-SA APP-SA -350.0 or Multi-Max FA3 Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report M10000.03.08-R2 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 10 of 16 TRINITY l ERA TABLE 3A-2: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED TEMP ROOF,BONDED INSULATION,BONDED ROOF COVER Sys. Deck Temp Base Insulation Layer Top Insulation Layer Roof Cover MDP (See Prime NO' Note 1) Roof Type Attach Type Attach Base Ply Cap (psf) Mule- Min. 1.5-Inch, min. 2.0 pcf ASTM (Optional if using SA Base C578 Expanded Polystyrene or polyisocyanurate base insulation) C-25 Conc. Hide It or more SBS-SA APP-SA Sheet Min. 1.5-inch ACFoam II Poly D-IS Min. 0.25-inch DensDeck Prime D-IS SBS-SA (Optional)One SBS-SA or As alt -60.0 ph 6163 ISO 2, ENRGY-3,H-Shield, Poly or SECUROCK Gypsum-Fiber Roof Primer ISO 1 or Multi-Max FA3 Board Min. 1.5-Inch, min. 2.0 pcf ASTM (Optional if using _ Mule- C578 Expanded Polystyrene or polyisocyanurate base Insulation)SA Base C-26 Conc. Hide It Sheet Min. 1.ACFo ACFoam II,Poly CR-20 Min. 0.25-Inch DensDeck Prime CR-20 SBS-SA (Optional)One SBS-SA or -60.0 Asphalt 6163 ISO ld ACFoam III, ENRGY 3, H- or SECUROCK Gypsum-Fiber Roof or more SBS-SA APP-SA Primer Shield, Poly ISO 1, H-Shield CG, Board Multi-Max FA3 or ISO 95+GL Mule- SA-SBS Min. 0.25-Inch DensDeck C-27 Conc. Hide 121 Cap Min. 1.5-Inch, min. 2.0 pcf ASTM CR-20 DensDeck Prime or SECUROCK CR-20 SBS-SA (Optional)One SBS-SA or -240.0 Asphalt Sheet C578 Expanded Polystyrene Gypsum-Fiber Roof Board or more SBS-SA APP-SA Primer Mule- SA-SBS Min. 1.5-inch ACFoam II, Poly C-28 Conc. Hide 121 Cap ISO 2,ACFoam III, ENRGY 3, H- CR-20 (Optional)Additional layers of CR-20 SBS-SA (Optional)One SBS-SA or -250.0 Asphalt Sheet Shield, Poly ISO 1, H-Shield CG, base insulation or more SBS-SA APP-SA Primer Multi-Max FA3 or ISO 95+GL Mule- Min. 1.5-Inch ACFoam II Poly Min. 0.5-Inch Temple HD6 or SA-SBS Structodek HD Fiberboard or min. Hide 121 ISO 2,ACFoam III, ENRGY 3, H- (Optional)One SBS-SA or C-29 Conc. Cap CR-20 0.25-inch DensDeck DensDeck CR-20 SBS-SA -270.0 Asphalt Sheet Shield, Poly ISO 1, Prime or SECUROCK Gypsum- or more SBS-SA APP-SA Primer Multi-Max FA3 or ISOO 95+G5+GL CG, Fiber Roof Board TABLE 3B: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED BASE SHEET,BONDED ROOF COVER Deck Roof Cover MDP System No. Primer (See Note 1) Base Ply Cap (Psf) C-30 Concrete Mule-Hide 121 SBS-SA (Optional)SBS-SA SBS-SA or APP-SA -315.0 Asphalt Primer Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report M10000.03.08-R2 for FL10497-R2 Certificate of Authorization#9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 16 TTP't1N1V'1ERC : TABLE 4A: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck(See Note 1) Base Insulation Layer Coverboard Roof Cover System MDP Deck No. Struct. LWC Type Attach Type Attach Base Ply Cap (psf) a.NO.,Y:'._. ..::. A i�'..'..r `". ,,,�•° y.,w k d' 2:' 1� a{4 e'3' V~ 1L x x".:u k� ahr SELF=ADHERING'-SYSTEMS WITH,BASE:INSULATIN°ANDi,OBTIONAL'TOP,-INSULATION OF:THE SAME;TYPE '7 ^ w M Min. 200 psi, min Min. 1.5-inch, min. 2.0 pcf ASTM C578 expanded (Optional)Additional (Optional)One SBS-SA or LWC-1 Concrete 2-inch Elastizell polystyrene OB500 layers of base OB500 SBS-SA or more SBS-SA APP-SA -120.0 insulation Min. 200 psi, min Min. 1.5-Inch ACFoam II, Poly ISO 2, ENRGY 3, (Optional)Additional (Optional)One SBS-SA or LWC-2 Concrete 2-inch Elastizell ISO 95+GL or H-Shield, Poly ISO 1 OB500 layers of base OB500 SBS-SA or more SBS-SA APP-SA -225.0 C" insulation Min. 1.5-inch ACFoam II, Poly ISO 2,ACFoam Min. 200 psi, (Optional)Additional LWC-3 Concrete min. 200 III,ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, CR-20 layers a base CR-20 SBS-SA (Optional)One SBS-SA or -180.0 Elastizell H-Shield CG, Multi-Max FA3 or min. 2.0 pcf insulation or more SBS-SA APP-SA ASTM C578 expanded polystyrene Min. 200 psi, Min. 1.5-Inch ACFoam II, Poly ISO 2,ACFoam (Optional)Additional LWC-4 Concrete min. 2-Inch III,ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, CR-20 layers of base CR-20 SBS-SA (Optional)One SBS-SA or -222 5 Celcore or H-Shield CG, Multi-Max FA3 or min. 2.0 pcf insulation or more SBS-SA APP-SA Mearicrete ASTM C578 expanded polystyrene SELF�,ADHERING SYSTEMS WITti.BASE:INSULATION AND,COVERBOARD.,. . �s rt h.m � �,, r =, t°r �` � � a' �",`;: >.- ,.N„,.,t,.t`�A �. ,.,,✓.xh.�. .�,x�du,) �„a4. w xsa.,.rt, „� .,�...�U,. :;�,x ..,,> k.�'.,, � ,,. a; :.f .. s. ,';�n Min. 200 psi, min Min. 1.5-Inch, min. 2.0 pcf ASTM C578 expanded Min. 0.25-Inch (Optional)One SBS-SA or LWC-5 Concrete 2-inch Elastizell polystyrene OB500 SECUROCK Gypsum- OB500 SBS-SA or more SBS-SA APP-SA -120.0 Fiber Roof Board Min. 200 psi, min Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, Min. 0.25-inch (Optional)One SBS-SA or LWC-6 Concrete 2-Inch Elastizell ISO 95+GL or H-Shield,Poly ISO 1 OB500 SECUROCK Gypsum- OB500 SBS-SA or more SBS-SA APP-SA -225.0 Fiber Roof Board Min. 1.5-Inch ACFoam II Poly ISO 2,ACFoam Min. 200 psi, Min. 0.25-inch III, ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, (Optional)One SBS-SA or LWC-7 Concrete min. 2-inch H-Shield CG, Multi-Max FA3 or min. 2.0 pcf CR-20 SECUROCK Gypsum- CR-20 SBS-SA or more SBS-SA APP-SA -180.0 Elastizell ASTM C578 expanded polystyrene Fiber Roof Board Min. 200 psi, Min. 1.5-inch ACFoam II, Poly ISO 2,ACFoam Min. 0.25-inch LWC-8 Concrete min. 2-inch III, ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, CR-20 SECUROCK Gypsum- CR-20 SBS-SA (Optional)One SBS-SA or -222 5 Celcore or H-Shield CG, Multi-Max FA3 or min.2.0 pcf Fiber Roof Board or more SBS-SA APP-SA Mearlcrete ASTM C578 expanded polystyrene Exterior Research and Design, LLC, d/b/a TrinitylERD Evaluation Report M10000.03.08-112 for FL10497-112 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 16 TTRINI Ty ERD TABLE 4B: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck(See Note 1) Anchor.Sheet Base Insulation Roof Cover MDP No. Struct LWC Type Fastener Attach Type Attach Base Ply Cap (psf) Min. 22 ga., (Optional) Min. 300 psi 7-inch o.c.at 4-Inch lap Min. 1.5-Inch ACFoam II, Poly SBS-SA Type B,vented GAFGLAS OMG CR One or LWC-9 Approved and 7-inch o.c. in two ISO 2 H-Shield Poly ISO 1, HA SBS-SA or APP- -45.0 steel at max. 5 cellular LWC #75 BSF equally spaced center rows Multi-Max FA3 more SBS- SA ft spans SA TABLE 4C: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Sheet (See Note A below) Roof Cover MDP No. Structural Deck Lightweight Concrete Type Fasteners Attach Ply Cap (psf) :nsi. ..:vs:+,h... v,+b5ln...,, ., 3.<. .. : '� r,.,.. .,t ECCO 'CE'LULA ,LIGHTWEIG TINS EATING; 'O E^v�.;, U ., nC NCRET ..er.. Min. 22 ga.,type B steel at Min. 225 psi, min. 2-Inch ES Twin Loc- 9-inch o.c. in a 4-inch lap and 18-inch One or more SBS-SA or LWC-10 max 5 ft spans or structural thick Celcore MF Nail Base Nail o.c. in two,equally spaced,staggered SBS-SA APP-SA -45.0 concrete rows in the field of the sheet Min. 22 ga.,type B steel at Min. 300 psi, min. 2-inch 8-inch o.c. in a 4-Inch lap and 8-inch One or more SBS-SA or LWC-II max 5 ft spans or structural thick Celcore MF Nail Base ES FM-90 o.c. in three equally spaced,staggered SBS-SA APP-SA -60.0 concrete center rows 1,...t;,dx.. ,.om, 3 •v";n '4: ?, n *z s ti ,r. >' ELASTIZELL>CELLULAR,L'IGHTWEIGHTsINSULATING'GONCRETE: t .:.... Min. 0.0179-inch Tensilform 7.5-inch o.c. in a 3-inch lap and 7.5- S-75 or min. 0.0205-inch Min. 200 psi, min. 2-inch ES FM-90 or inch o.c. in two,equally spaced, One or more SBS-SA or LWC-12 Tensilform 75 at max. 5 ft thick Elastizell Range II Nail Base OMG CR BPF staggered rows in the field of the SBS-SA APP-SA -30.0 spans or structural concrete sheet Min. 22 ga.,type B steel at 7-Inch o.c. in a 3-Inch lap and 7-inch Min. 200 psi, min. 2-inch ES FM-90 or One or more SBS-SA or LWC-13 max 5 ft spans or structural thick Elastizell Range II Nail Base OMG CR BPF o.c. in two,equally spaced,staggered SBS-SA APP-SA -45.0 concrete rows in the field of the sheet -, Min. 350 psi, min. 2-Inch j Min. 22 ga.,type B steel at thick Elastizell with Zell-Crete ES Twin Loc- 6-inch o.c. in a 4-inch lap and 6-inch LWC-14 max 5 ft spans or structural Fibers,supplemental Nail Base Nails(min. o.c. in three,equally spaced, One or more SBS-SA or -60.0 concrete attached with Roofgrip #21 1.8-Inch) staggered rows in the field of the 'SBS-SA APP-SA and 3-inch plates at 1 per 8 sheet ft2 n, rn.; ,�: 4 .:: .:;$ ,.. r . 3 t G 41 c , v +�{ ,�, a us r fin+ ::tom {=r='"" t,r:"�, „ ,v. {' �MEARLCRETEsCELLULARLIGNTWEIGHTINSUWTING".CONCRETE.. �"". �� r- , . ,•", t G.,� a � -env �d 4 t�'e v'�� , ,+bv ;..,; "". 't^, � f +•,, t =' w t=�.vjt r} "}s� pxth�..t M r � Min. 22 ga.,type B steel at 7-Inch o.c. in a 4-inch lap and 7-inch Min. 300 psi, min. 2-inch ES FM-90 or One or more SBS-SA or LWC-15 max 5 ft spans or structural thick Mearlcrete Nail Base OMG CR BPF O.C. in two,equally spaced,staggered SBS-SA APP-SA -45.0 concrete rows in the field of the sheet Min. 22 ga.,type B steel at 7-Inch o.c. in a 4-Inch lap and 7-Inch Min. 300 psi, min. 2-inch ES FM-90 or One or more SBS-SA or LWC-16 max 5 ft spans or structural thick Mearlcrete Nail Base OMG CR BPF o.c. in two,equally spaced,staggered SBS-SA APP-SA -52.5 concrete rows in the field of the sheet Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 16 T IN TYiERD TABLE 5A: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MDP No. Deck(See Note 1) Type Attach Type Attach Base Ply Cap (psf) Min. 2.5-Inch Tectum Min. 0.25-inch DensDeck,Min. 1.5-inch ACFoam II, Poly (Optional)One CWF-1 Plank or Tectum D-IS or DensDeck Prime D-IS or LS ISO 2,ISO 95+GL, H-Shield, SBS-SA or SBS-SA or more SBS- -45.0 Plank Poly ISO 1,ENRGY-3 OB500 SECUROCK Gypsum-Fiber OB500 SA APP-SA Roof Board Min. 0.25-inch DensDeck Min. 2.5-inch Tectum Min. 1.5-inch ACFoam II, Poly DensDeck Prime, (Optional)One SBS-SA or CWF-2 Plank or Tectum LS ISO 2 ISO 95+GL H-Shield CR-20 CR-20 SBS-SA or more SBS- -52.5 Plank Poly ISO 1, ENRGY-3 SECUROCK Gypsum-Fiber SA APP-SA Roof Board TABLE SB: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck(See Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. Note 1) Type Fastener Attach Type Attach Type Attach Base Ply Cap (psf) 9-inch o.c. in 4-inch Min. 1.5-inch ACFoam Min.0.25-inch Min. 2.5-inch II, Poly ISO 2, DensDeck, (Optional) lap and 12-Inch o.c. SBS-SA Tectum Plank ES Inuldek ACFoam III DensDeck Prime One or CWF-3 Nail Base in two equally HA ' HA SBS-SA or APP- -30.0* or Tectum LS Loc-Nail ISO95+GL H-Shield SECUROCK more SBS- Plank spaced,staggered Poly ISO 1, ENRGY 3 Gypsum-Fiber Roof SA SA center rows or Multi-Max FA3, Board 9-inch o.c. in 4-inch Min. 1.5-inch ACFoam Min.0.25-inch Min. 2.5-inch II, Poly ISO 2, DensDeck, (Optional) lap and 18-inch o.c. SBS-SA Tectum ' Plank ES Twin ACFoam III DensDeck Prime One or CWF-4 or Tectum LS Nail Base Loc-Nail in two,equally ISO95+GL H-Shield HA SECUROCK HA SBS-SA more SBS- or APP- -45.0* Plank spaced,staggered Poly ISO 1, ENRGY 3 Gypsum-Fiber Roof SA SA center rows or Multi-Max FA3, Board j Exterior Research and Design, LLC.d/b/a Trinity ERD Evaluation Report M10000.03.08-R2 for FL10497-R2 Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 14 of 16 U Rl '17rY I'ER TABLE 6A: GYPSUM DECKS—REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MDP No. Deck(See Note 1) Type Attach Type Attach Base Ply Cap (psf) Min. 1.5-Inch ACFoam II, Poly Existing,sound poured ISO 2, ENRGY 3 or H-Shield, (Optional)additional layers(s)of base (Optional)One SBS-SA or G-1 gypsum or gypsum Poly ISO 1 or min. 2.0 pcf, OB500 Insulation and/or min. 0.25-inch OB500 SBS-SA -112.5 plank deck ASTM C578 expanded SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA polystyrene Existing,sound poured Min. 1.5-Inch ACFoam II, Poly (Optional)additional layers(s)of base G-2 gypsum or gypsum ISO 2, ENRGY 3, H-Shield, M-OSFA Insulation and/or min.0.25-inch M-OSFA SBS-SA (Optional)One SBS-SA or -202.5 plank deck Poly ISO 1 or Multi-Max FA3 SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA Existing,sound poured Min. 1.5-inch, min. 2.0 pcf EPS (Optional)additional layers of base (Optional)One SBS-SA or G-3 gypsum or gypsum insulation board CR-20 insulation and/or min. 0.25-Inch CR-20 SBS-SA or more SBS-SA APP-SA -240.0 plank deck SECUROCK Gypsum-Fiber Roof Board Min. 1.5-inch ACFoam II, Poly Existing,sound poured (Optional)additional layers(s)of base (Optional)One SBS-SA or ISO 2,ACFoam III, ENRGY 3, G-4 gypsum or gypsum CR-20 insulation and/or min. 0.25-Inch CR-20 SBS-SA -257.5 plank deck H-Shield, Poly ISO 1, H-Shield SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA CG or Multi-Max FA3 Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report M10000.03.08-112 for FL10497-R2 \ Certificate of Authorization #9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 15 of 16 Q0TRR1N1W[ERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System (See Notes 1 y Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP &11) Type Attach Type Attach Base Ply Cap (psf) Existing (Optional)additional layers(s)of base (Optional)One SBS-SA or R-1 asphaltic roof Min. 1.5-inch Multi-Max FA3 D-IS insulation and/or min. 0.25-Inch D-IS SBS-SA or more SBS-SA APP-SA -67.5 SECUROCK Gypsum-Fiber Roof Board Min. 1.5-inch ACFoam II, Poly ISO 2 or (Optional)additional layers(s)of base R-2 Existing ENRGY 3 or min. 2.0 pcf EPS Insulation D-IS insulation and/or min. 0.25-inch D-IS SBS-SA (Optional)One SBS-SA or -90 0 asphaltic roof board SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA ly layers of base additional lay Existing Min. 1.5-inch min. 2.0 pcf EPS insulation (Optional) (Optional)One SBS-SA or R-3 asphaltic roof board OB500 Insulation and/or min.0.25-Inch OB500 SBS-SA or more SBS-SA APP-SA -120.0 SECUROCK Gypsum-Fiber Roof Board Existing Min. 1.5-Inch ACFoam II,Poly ISO 2, (Optional)additional layers(s)of base (Optional)One SBS-SA or R-4 asphaltic roof ENRGY 3 or H-Shield, Poly ISO 1 OB500 insulation and/or min. 0.25-Inch 013500 SBS-SA or more SBS-SA APP-SA -127.5 SECUROCK Gypsum-Fiber Roof Board Min. 1.5-Inch ACFoam II, Poly ISO 2, (Optional)additional layers(s)of base R-5 Existing ENRGY 3, H-Shield, Poly ISO 1 or Multi- M-OSFA insulation and/or min. 0.25-Inch M-OSFA SBS-SA (Optional)One SBS-SA or -157.5 asphaltic roof Max FA3 SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA Min. 2-inch ACFoam IV, min. 1.5-inch Ultra-Max or Multi-Max FA-3, min. 1.3- (Optional)additional layers(s)of base Existing Inch ACFoam III or min. 1.0-inch ISO (Optional)One SBS-SA or R-6 asphaltic roof 95+GL,H-Shield, Poly ISO 1, H-Shield CR-20 insulation and/or min. 0.25-Inch CR-20 SBS-SA or more SBS-SA APP-SA -240.0 CG or ENRGY 3 or min. 2.0 pcf ASTM SECUROCK Gypsum-Fiber Roof Board C578 expanded polystyrene Min. 2-inch ACFoam II, Poly ISO 2, (Optional)additional layers(s)of base Existing ENRGY-3 or H-Shield, Poly ISO 1 or min. (Optional)One SBS-SA or R-7 CR-20 insulation and/or min. 0.25-Inch CR-20 SBS-SA -247.5 polystyrene asphaltic roof pcf ASTM C578 expanded SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA polystyrene Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report M10000.03.08-R2 for FL10497-112 Certificate of Authorization#9503 Revision 2: 08/21/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 16 of 16