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Home My WebLink AboutPRODUCT APPROVAL9GANNED Business & Professional Regulation StLuciecouvity r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search i Florida M j d r W.) Product Approval a USER: Public User Product Approval Menu .> Product or Application Search > Ali plloHon List > Application Detail I ' FL # FL16709-114 Application Type Revision Code Version 2017 Application Status i Approved Comments Archived I Product ManufacturerCertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road I Malvem, PA 19355 (610)893-5400 Imark.d.harner@saint-gobain.com Authorized Signature I Mark Harner mark.d. ha rner@sa int-gobain.com i Technical Representative I Mark D. Harner Address/Phone/Email i 18 Moores Road I Malvern, PA 19355 (610)651-5847 Mark.D.Harner@saint-gobain.com I Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Mo ified Bitumen Roof System W Compliance Method Evaluation Report from a Florid a Registered Architec or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received I Florida Engineer or Architect Name who developed the Evaluation Report I Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert Nieminen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL16709 R4 COI 2017 01 COI Nleminen.pd Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 RAS 117 1995 i, Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved I Summary of Products I r- Method 1 Option D 09/14/2017 09/15/2017 09/19/2017 12/12/2017 FIL # Model, Number or Name Description 16709.1 Fllntlastic Modlfled Ieltumen Roof Systems_ ,_ _ S,5S and APP modified bitumen roof sys a `s Limits of Use Installation Instructions Approved for use in HVHZ: No F 1 70 g4—)1 2017_Q9 FINAL W FR—CERTAINTEED MODBIT FL16709- R4.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-97.5 Created by Independent, Third Party: Yes Other: 1.) The design pressure In this I Evaluation Reports application pertains to the maximum design FL16709 R4 AE 017 (L9 FINAL ER CERTAINTEED OM DBIT FL36709- $4.pdf pressure for one particular assembly for use in Zone 1 (field area) of the roof. Refer to ER I Created by Independent Third Party: Yes Appendix for all systems and attachment limitations. 2.) Refer to ER Section 5 for Limits of Use. Sack Next Contact Us If:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-"7-1824 The State of Florida is an AA/EEO employer. �IQpydght 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 e-mail 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 cor munlcation 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., i please dick here . Product Approval Accepts: ®®RW9 2 Credit Card. Safe i EXTERIOR RESEARCH & DESIGN, LLC. Q0TRINITYIERD Certificate of Authorization #9503 353 Christian Street I Oxford, CT 06478 (203) 262-9245 EVALUATION REPORT CertainTeed Corporation i Evaluation Report C40710.12.13-114 20 Moores Road FL16709-114 Malvern, PA 19355 ! Date of Issuance:12/02/2013 (610) 651-5847 Revision 4: 09/14/2017 SCOPE: ' This Evaluation Report is issued under Rule 61GZ013 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 6ch Edition (2017) Florida Building Code sections noted herein. LABELING: Labeling s all be in"accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity f 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 inspectiop at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus 14-page Appendix. Prepared by: ntttltru,� Robert J.M. Nieminen, P.E. i - �ryF'S� ••».• �, �� Thebcsimilesealappcaring was authorized byRobert Nieminen, Florida Registration No. 59166, Florida DCAANE1983 iJ✓j`�� s�i`"' ' P.Eon09(14/2017. This does not serve asanelettroniwllysigned 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 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. �TRINITYJERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Flintlastic° Modified) Bitumen Roof Systems, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the eh 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 Pro e j Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6162 2008 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1507.11.2 Physical Properties ASTM D6509 2009 1519.11 Attachment Requirements RAS 117 1995 3. REFERENCES: I Ent Examination I Reference Date ERD (TST6049) Physical Properties C1290.01.08 01/16/2008 ERD (TST6049) Physical Properties C10080.09.08 09/04/2008 ERD (TST6049) FM 4470/4474 C8370.08.08-R1 10/05/2009 ERD (TST6049) FM 4470/4474 C30310.12.09 12/17/2009 ERD (TST6049) FM 4470/4474 C30560.03.10 03/18/2010 ERD (TST6049) FM 4470/4474 3519.12.03-R1 04/15/2011 ERD (TST6049) Physical Properties C42110.08.12 08/13/2012 ERD (TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013 ERD (TST6049) FM 4470 CrR-SC9920.01.16-R1 01/20/2016 FM (TST1867) FM 4470/4474 1 3048520 09/19/2013 MTI (TST2508) Physical properties DX08C4A 03/22/2004 MTI (TST2508) Physical properties DX20E3A 03/22/2004 MTI (TST2508) Physical properties DX20E3A-001 01/04/2006 MTI (TST2508) Physical properties AX31G8A 08/21/2008 MTI (TST2508) Physical properties AX31GBD 09/05/2008 MTl (TST2508) Physical properties AX31G8F 06/05/2009 MTI (TST2508) Physical properties AX21G8C 01/28/2011 PRI(TST5878) Physical Properties CrC-032-02-01 01/16/2008 PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI(TST5878) PhysicalProperties CTC-066-02-01 08/08/2011 PRI (TST5878) PhysicalProperties CTC-067-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-068-02-01 08/08/2011 PRI (TST5878) PhysicalProperties CTC-070-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-071-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-093-02-01 08/08/2011 PRI (TST5878) Physical Properties CfC-116-02-01 04/03/2012 PRI (TST5878) Physical Properties CTC-183-02-01 10/04/2013 PRI (TST5878) Physical Properties CTC-259-02-01 12/11/2015 UL, I.I.C. (QUA9625) Quality Assurance Service Confirmation, R11656 Exp. 03/09/2020 Exterior Research and Design, LLC Evaluation Report C40710.12.13-R4 Certificate ofAuthori:at/on #9503 0E61TION (2017) FBC NON-HVHZ EVALUATION FL16709-R4 CertainTeed Fllntlastic® Modified Bitumen Roof Systems; (010) 651-5847 Revision 4: 09/14/2017 Page 2 of 4 4. PRODUCT DESCRIPTION: so TRINITY (ERD This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed Corporation published installation instructions; and the Limitations / Conditions of Use herein. The following CertainTeed products make up the subject systems. `.TABLE 1 ROLL-GOODs_FOR'FLINTLASTI& 1.MODIFIED BITUz.MEN ROOFSYSTEMS . - Type Product Specification Reference Grade Type A <Base Sheets FIilrtlastic° S_AailBase R_ ASTM D4601 N/A 11 Glasbaselm Base Sheet ASTM D4601 N/A II All Weather/Empke- Base ASTM D4601 N/A II FlexiglasT"" Base ' ASTM D4601 N/A II Flintlastic' Base 20 ASTM. D4601 N/A II Flintlastic Poly SMS Base Sheet ASTM D4601 N/A 11 Yosemite®,Venting Base ASTM D4897 N/A II Ply Sheets Flintglas® Ply 4 1 ASTM D2178 N/A IV Flintglas° Premium Ply 6 ASTM D2178 N/A VI Base/Ply Membranes (APP) Flintlastic® APP Base T ASTM D6509 N/A N/A Flintlastic° STA ; ASTM D6222 ' S I Flintlastic® STA Plus ASTM D6222 S I Cap Membranes (APP) Flintlastica STA i ASTM D6222 S I Flintlastic® STA Plus ASTM D6222 S Flintlasticm GTAI ASTM D6222 G I Flintlastic° GTA CoolStarTM ASTM D6222 G I Flintlastic® GTA-FR ASTM D6222 G I Flintlastic® GTA-FR CoolStar m ASTM D6222 G I /Bi embr es ) FlintlastiC SA PlyBase ASTM D1970 N/A N/A Black Diamond° Base Sheet ASTM D1970 N/A N/A intlasti SA jddIPly ASTM D6163 S I Flintlastic Ultra Glass SA ASTM D6163 S I Flintlastic Base 20 ASTM D6163 S 1 Flintlastic Base 20 T ASTM D6163 S I Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 S I Cap Membranes (SBS} Flintlastic FR Dual Cap ASTM D6162 G I Flintlastic SA Cap FR ASTM D6163 G I FlintlastiC SA Cap FR CoolStar'"° ASTM D6163 G I Flintlastic Cap 30 ASTM D6163 G I Flintlastic Cap 30 CoolStarTM ASTM D6163 G 1 Flintlastic FR Cap 30 ASTM D6163 G I Flintlastic FR Cap 30 CoolStarTM ASTM D6163 G I Flintlastic FR Cap 30 T ASTM D6163 G I Flintlastic,.FR Cap 30 T CoolStarTM' ASTM D6163 G I lint10,Rq SA Gap ASTM D6164 G Flintlastic SA Cap Coo Star- ASTM D6164 G I Flintlastic !FR-P ASTM D6164 G 1 Flintlastic ; FR-P CoolStarl ASTM D6164 G I Flintlastic., GMS ASTM D6164 G I Flintlastic! GMS CoolStaf ASTM D6164 G FlintlasticT GTS ASTM D6164 G II Flintlastic GTS CoolStar'" ASTM D6164 G II Flintlastic GTS-FR ASTM D6164 G II Flintlastic GTS-FR CoolStarTM ASTM D6164 G II Flintlastic Premium FR-P ASTM D6164 G 11 Flintlastic Premium FR-P CoolStaf ASTM D6164 G II Exterior Research and Design, LLC. Evaluation Report C40710.12.13-114 Certificate of Authorization #9503 a EbITION (2017) FBC NON-HVHZ EVALUATION FL16709-114 CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 651-5847 Revision 4: 09/14/2017 Page 3 of 4 �ITwtvi7YleRo 5. LIMITATIONS: 5.1 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. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 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. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.6 The maximum design pressure for the l selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with. FBC Chapter 16. This is already addressed in the Appendix tables via "N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. 5.7 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. 1 5.8 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in*cordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(i),1609.3(2) or 1609.3(3). 5.9 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. I 6. INSTALLATION: 6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation published installation instructions, subject to the Limitations / Conditions of Use herein. 6.2 System attachment requirements forlwind load resistance are set forth in Appendix 1. System listings are based on allowable wind loads per FBC 1609 and a 2 to 1 margin of safety per FBC 1504.9. 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 named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409, karenlbuchmann@us.ul.com - THE 24-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report C40710.12.13-R4 CertlfJcateofAuthor&atlon#9503 6'"EDITION (2017) FBC NON-HVHZ EVALUATION FL16709-R4 CertainTeed Flintlastic® Modified Bltumen Roof Systems; (610) 651-5847 Revision 4: 09/14/2017 ! Page 4 of 4 TRINITY 1 ERD .�APpENDIX'1 ATTACioME TREQUIREMENiSFORWINDUPLIFrREsISTANCE - - Table Deck Application Type Description Page 1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4-5 2 Wood New, Reroof (Tear -Off) or Recover C Mech. Attached. insulation, Bonded Roof Cover 6-8 3 _Wood New, Reroof (Tear -Off). or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 �a 4 Wood New, Reroof (Near -Off) E Nonansulatedalbie€h. Attached Base Sheet Bonded Raof Cover or 11-12 5 - Wood New, Reroof (Tear -Off) E Non -Insulated, Mech: Attached Base Sheet, Bonded Roof Cover 13-14 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, insulation may be any one layer or ocor mbination•of polylsocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, Chapter 26, when installed with the roof -cover._ 3. Bonded polylsocyanu rate insulation boards shall be maximum 4 x 4 ft. - --- — _ - 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone i design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via "N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. S. For 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 6. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. 7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. :'• -, TABLE'A:CERTAINTEED_FLINTLA i-PMODIFIEDBITLIMENCOMPONENTS9,APPLICATION 'METHODS Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt- Applied) Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 Ibs/square Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI SBS-AA (SBS, Asphalt -Applied) Base Flintlastic Base 20, Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 Ibs/square Ply Flintlastic Base 20, Fllntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar SBS-TA (SBS, Torch -Applied) Base Flintlastic Base 20 T; Flintlastic FR Base 20T Torch -Applied Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS-FR; FlintlasticGTS-FR CoolStar, FIIntClad Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report C40710.12.13-114 for FL16709-R4 Certificate of Authorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (620) 652-5B47 Appendix 1, Page 1 of 14 '\-,,] TRINITY JERD TABLEA(CONTINUED) CERTAINTEEDfLINTL1irnc®,MODIFIED'BRUMEN.COMPONENTS&AP?LICATIONMETHODS$` Reference Layer Material Application APP TA APP, Torch -A Iled l PP ) Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied Cap Flintlastic STA; Elintlasfic 5'fA Plus; Flintlastic GTA; Flintlastic GTA.CoolStar, Flintlastic GTA-FR; Flintlastic'GTA-FR'CoolStar SBS-SA (SBS,Self-Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering J Ply FllntlasticSA PlyBase; Flintlastic SA Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar B. "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. The following summary is the basis for the attachment tables herein. Table B assumes a directionality factor Kd = 0:85; no topographical variations Kzt =1.0, roof slope < 7° for enclosed, buildings, roof slope < 2.4° for open buildings and unobstructed flow for open buildings, as defined in ASCE 7-10. TA9LE6 RODFCLADDING�DESIGNPRESSURES,ALLOWABLESTAESSDESIGN PASt).'(PSF) Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed - V ii (mph) - FBC Figures 1609A,1609B or 1609C 120 130, 140 ISO 160 170 180 - Open slope <2.4" 0 < h < 30 -- - - 1 -12.7 -14:9 -17.2 -19.8 -22.5 -25.4 -28.5 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 - -3- - - - ---38.0-- -44.6 51.7 -59.4 -67.5 -76.2 -85.5 9 unobstructed flow 30 < h < 40 1 -13.7 -16.1 -18.7 -21.5 -27:6- ---30:9 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 -41.3 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 Enclosed 0 < h < 30 1 -15.5 -18.2 -21.1 -24.3 -27.6 -31.2 -34.9 2 -26.1 -30.6 -35.5 -40.7 -46.3 -32.3 -58.6 3 -39.2 -46.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope <7° 30 < h < 40 1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 2 -28.3 -33.2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -56.5 -75.7 -85.5 -95.8 0 < h < 15 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 -34.6 2 -23.S -27.6 -32.0 -36.8 41.8 -47.2 -52.9 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 C Open slope<2.4° unobstructed flow 15 < h < 20 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 -36.6 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 3 -48.9 -57.3 -66.5 -76.3 -86.8 -98.0 -209.9 20<h<30 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -30.9 2 -27.1 -32.8 -36.9 -42.4 -48.2 -S4.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 30 < h < 40 1- -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 2 -28.8 -33.8 -39.2 -45.0 -51.2 -57.8 -64.8 3 -56.4 -66.2 1 -76.8 -88.2 1 -100.3 -113.3 -127.0 Exterior Research and Design, I.I.C. d/b/a Trinity ) ERD Evaluation Report C40710.12.13-114 for FL16709-R4 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (620) 651-5847 Appendix 1, Page 2 of 14 TRINITY i ERD TABLE BCONTINUED-:.ROOFCLADDING DESIGNPRESSURFS ALLOWABLE STRESS DESIGN,�PASD(PSF)" ( �. ; Exposure Enclosure Roof Height (ft) Zone V„ Ultimate Design Wind Speed - h (mph)120 130 140 150 160 170 180 0 <h <15 1 -18.9 -22.1 -25.7 -29.5 -33.5 -37.B -42.4 2 -31.6 -37.1 43.1 -49A -56.3 -615 -71.2 3 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 C Enclosed 15 < h < 20 1 -20.0 -23.4 -27.2 ' -31.2 -35.5 -40.1 -44.9 2 -33.5 -39.3 -45.6 -52.3 -59.6 -67.2 -75.4 3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2 -113.5 slope <7' 20 < h < 30 1 -21.7 -25.5 -29.6 -34.0 -38.7' -43.5 48.9 2 -36.5 -42.8 -49.7 -57.0 -64.9 -73.2 -82.1 3 -54.9 -64.4 -74.7 -85.8 -97.6 -110.2 -123.5 30 < h < 40 1 -23.1 -27.1 -31.4 -36.1 41.0 -46.3 -51.9 2 -38.7 -45.4 -52.7 -60.5 -68.8 -77.7 -87.1 3 -58.3 -68.4 -79.3 -91.0 -103.6 -116.9 431.1 0 < h < 15 1 -18.6 -21.9 -25.4 -29.1 -33.1 -37.4 -41.9 2 -28.5 -33.5 -38.8 -44.5 -50.7 -57.2 -64.1 3 -55.9 -65.6 -76.1 -87.3 -99.4 -112.2 -125.8 Open - slope < 2.4' -15 <h320 1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2 -44.0 -- -2--- -29:9- ---35.i --40,7- --16.7- =53.1- _ _ -60.0 -117.6 _ -67.3 -131.9 3 -58.6 -68.8 -79.8 -91.6 -104.2 unobstructed flow 20 <h <30 1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1 47.2 2 -32.1 -37.7 -43.7 -50.2 -57.1 -64.4 -72.2 3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3 -141.6. D 30<h<40 1 -22.1 -25.9 =30.0 -34.5 -39.2 44.3 -49.7 2 -33.8 -39.6 -46:0 -52.8 -60.0 -67.8 -76.0 3 -66.2 -77.7 -90.1 -103.5 -117.7 -132.9 -149.0 0 < h < 15 1 -22.9 -26.8 -31.1 -35.7 -40.6 -45.9 -51.4 2 -38.3 -45.0 -52.2 -59.9 -68.2 -77.0 -86.3 3 -57.7 -67.7 -78.5 -90.2 -102.6 -115.8 -129.8 Enclosed slope <7' 15 <h <20 1 -24.0 -28.1 -32.6 -37.4 -42.6 -48.1 -53.9 2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4 -136.1 20 < h.< 30 1 -25.7 -30.2 -35.0 -40.2 -45.7 -51.6 -57.9 2 -43.2 -50.7 -58.8 -67.5 -76.8 -85.7 -97.2 3 -65.0 -76.3 -88.5 -101.5 -115.5 -130.4 -146.2 30 < h < 40 1 -27.1 -31.8 -36.8 -42.3 -48.1 -54.3 -60.9 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 -80.2 -93.0 -106.8 -122.5 -137.2 -153.8 Egterlor Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 49503 6Tx EDITION (2017) FBC NON-HVHZ. EVALUATION Prepared by: Robert Nleminen, PE-59166. CertalnTeed FlintlasticO Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-114 Revision 4: 09/14/2017 Appendix 1, Page 3 of 14 TRll ITY I ER® TABLE.4t WOOD DECKS - NEIN-.CONSTRUCTIQN OR REROCIFITEAR,041; SYSTEM TYPE EC`NON. INSULATED; M 'CHANICALLY 147TACHED. BASESHEET, BONDED OOF COVER' ' :. ,NOMENCIATURE-.,. W = MINIMUM SIDE LAP`WIDTH.(INCH); X'= MAXIMUM SIDE LAP FASTENER SPACING (INCH 'O C ); • .• 'Y --MINIMUM k_OFSTAGGERED.CENTER ROWS Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O`C.) :. - Base Sheet Roof Cover System No. Deck (See Note 1) Base Fasteners Attachment Ply Cap MD (psf) At Lap Staggered Center Row(s) W X Y Z , SYSTEMDESCRIPTIONWITH'20NE,1(FIECD'AREA)$ASESHEETATi HMENT „t A W 4 Min.19/32-inch plywood; See Note 11 - _ Fiintiastic SA Nailw- - � -, --T + 3Zga.,1-5/8-inchdia. tin caps with ga. annular ring shank nails 2 8 3 8 (Optional) SBS_ 5A SBS-SA S TEM W-4, ZONE 2 &.3, PERIMETE4,CORNERAREA BASE SHEET ATTACHMENT • u' -, ^;, - - - -.,._s �,t, •, ,. , Ultimate Design Wind Speed - V 1, (mph) - - Exposure Enclosure Roof Height _ (ft) _ Zone 1.20, 130 140 ' ' 150 ;160 170 -180 X Y . Z X Y Z X Y Z , X —Y Z— . X— —Y- -Z— —X— —Y— Z- 0<h<30 2-Perimeters 8„ 3 8• , 8 3 8 8 3 :; 11 8 3 8 8 3 8:,: 8 3 8 8; 3 8' 3-Corners 8 ;3 - 8i 8 3 8 8 , 3 8 8 3 8 7' 3 7 6 3 6 5 4'- 5<- Open B 30<h<40 2-Perimeters 8 3 8 8 3 8 8. •3 " 8 8 3 8 8 3 8" 8 3 8 8' 3 8 3-Corners 8' '3 8 8 3 8 8 3 8 7 3 7 7 3 T S 4 5 5r' " 4 5,; O<h<30 2-Perimeters 8 3 i,8 8 3 8 8 3 8 8 3 8 8. " 3 .•8 .. 8 3 8 8; •, 3 .� 8 3-Corners 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7, 5 3 5 4, - 3 '' 4. Enclosed 30<h<40 2-Perimeters 8 3' 8'" 8 3 8 8° .3 8. 8 3 8 8 3 8,• 8 3 8 8 3 8. 3-Corners 8 3 8 8 3 8 7 3 7 -.4 S- 4 3 4 4 3 4' , 0<h<15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 ...3 8., , 8 3 8 & 3 8' - 3-Corners S •• 3, ,.8 - 8 3 8 8' ,:3 8. 7 3 7 5 4 S- 5 4 5 15<h<20 2-Perimeters 1' 8' 8 8 3 8 8" 3 :, 8 8 3 8 B° 3 8 8 3 8 8 ` 3 8, 3-Corners 7 3 7.i 6 3 6 5 4` 5 5 4 5 5 5 5 C Open 20<h<30 2-Perimeters 8 3. 8'; 8 3 S 8" 3 -8, • 8 3 8 8 :' '3 8 8 3 8 7. ,. 3 7, 3-Corners 8. 3 8 7 3 7 7 3' - `7 5 4 5 5 4. " 5` 5 5 5 4 5 4; •' 30<h<40 2-Perimeters I '8 3 8 8 3 8 8 3 '8; 8 3 8 8 3 8 8 3 8 6 3 Corners 8: 3 8 7 3 7 6 '= 3 6'' • 5 4 5 5.-: 5 5 .. 4 5 4 4' 5 4 '. Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #19503 bt" EDITION (2017) FBC NON•HVHZ EVALUATION Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (620) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4: 09/14/2017 Appendix 1, Page 11 of 14 F'111(13 `�I TRINIT Y J ERD TABLE 4{CONTINUED):.'WOOD DECKS— NEW CONSTRUCiiON,Oii REROOF;(TEAR-OFF), SYSTENI'IYPE E::NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET,$ONDED ROOF COVER ' NOMENCLATURE: W-,MINIMUMSIDEIAPWIDTH(INCH);X=MAXIMUM.SIDE.'t'AP.-FASTENERSPACING (INCH 'O.C.)J . Y=�i6ir4irv'lu,mli'O'F.STA.G-GERE.DCE14HR'RPWS,;Z- M4xIMYKCEN,TER ROW FASTENER SPACING (INCH O.C. �• - '' - '� ' SYSTEM.W 4,ZONE2&3�P,ERIMETER&,CORNER AREA BASE.SHEETAIIACHMENP ' - _ - Ultimate Design Wind Speed - Vml (mph) Exposure Enclosure Roof Height (ft) Zone 120'': 130 140' ' 150 160 170 180 Z X Y Z X Y Z X Y Z X •.. ` Y Z Y X. 0<h<T1 2-Perlmeer Cor er5 8 3' 8'... 8 3 8 8 3 8-' 8 3 8 8 3 8 �yy®� 7 3 7' : 8 3.' 8• 8 3 .8 7 3 7 6 3 6 4 3 4 ''1® FA� 4 :4 ' Enclose 15<h<20 2-Peri� e 8 3 8 8 3 8 8" 3 8! 8 3 8 8 3 8' 3 7 5 3 5 3-Comers 8 3 8' ,; 8 3 8 7 ,3 Z .. 5 3 5 4 3 4- 4 3 4 4 4 4. . 20<h<30 8 3 8. 8 3 8 8- 3 8' 8 3 8 7• 3 - 7 7 3 7 5• ,. 3 5 8 ''3 8 7 3 7 3.' 6 4 3 4 4 3 41 4 4 4 4` 5 4 -- -- _ < h <40_ E2-Perimeters 8 3`• $ 8 3 8 8 3 8' 8 3 8 7 3 7 5 3 5 4' ' 330 8 ,' 3 5 4 3 —4 —4 4— 4— --4— —4- 3 8 7 3 7 5 ---4- 4; -w5— = 4 - 0<h<15 2-Perimeters 8 '3 '8 8 3 8 8 3; 8 8 3 8 8; 3 B 8 3 8 6'' '3.: 6 3-Corners 8 3 8- 7 3 7 6'^ .3 ' 6 5 4 5 5 5 5 4 5 4 4' ' 5 _' 4 15<h<20 2-Perimeters 8 '_ 3 8 8 3 8 8 3 S 8 3 8 8,' . 3 8, 8 3 8 5 3 5 3-Corners 8 3 8 7 3 7 6 :: : 4 .6 5 4 5 5. 5 ,, 5, 4 5 4 4` ,S•' '4 Open 20<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8' 3 •,:B, 6 3 6 I 4 6 3-Corners 8 3 8 6 3 6 5_ ' 4 -5 5 4 5 `5 -, 5, -5;, 4 5 4 4.; 5 '4- 30<h<40 2-Perimeters 8 3. 8 8 3 8 '8 ' 3 ; .8' 8 3 8 8' " 3 8 - ' 7 4 7 6 '. 4, ` 6 3-Corners 7- 3„ 7. ' 6 4 6 5. ,'..4 5 5 5 5 4. ` `" 5 _ 4." 4 5 4 4, 6 4' . O 0<h<15 2-Perimeters :8 '.3 8 8 3 8 8 3 "'a • 8 3 8 7'' 3 -7 5 3 5 4; 3 "' 4` 3-Corners 8 3, 8 7 3 7 5 3-,,"-:5 4 3 4 4 3 4 '' 4 4 4 4. `' S'' �4 ' 15<h<20 2-Perimeters 8 3 .8 8 3 8 8' 3• .8. 8 3 8 7. •'•3 7,,- 4 3 4 4 3 :4: " 3-Corners 8: 3 B. 7 3 7 6 `3 :: 6' ` 5 3 5 4 4,.- 4•. 4 5 4 4° , :' 5 4` Enclosed 20<h<30 2-Perimeters 8.' '3' , '8' 8 3 8 $' ' '3 �8'' 7 3 7 5, 3 S' 4 3 4 4 3 4 3-Corners 7, -3 T 5 3 5 4" . '.<3 '• 4,. 4 3 4 4" '-4 4: 4 5 4 4. 30 < h c 40 2-Perimeters 8 3 8 ., 8 3 8 8 „ 3 -8 7 3 7 4 :. 3. , ;'4',- 4 3 4 N/A 3-Corners 7 3 7 4 1 3 1 4 1 A' ' '3 =`4 4 1 4 1 4 4.. `5 4, 4 5 4 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nleminen, PE-59166 CertainTeed Fllntlastic® Modified Bitumen Roof Systems; (620) 651-5847 Evaluation Report C40710.12.13-114 for FL16709-114 Revision 4: 09/14/2017 Appendix 1, Page 12 of 14 c\_