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HomeMy WebLinkAboutPRODUCT APPROVAL317120*9 �,' :• Florida Building Code Online I ail . le BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Scats & Facts P.Wicatiom I contact Us BUS Site Map I Unks I • Search dbaL I E C®PY@Product Appro09 USER: Pu User RECEIVED ProEvct Approval M i p n c > [ppll atlo>�LI >`k cation Detail FL # ' EL1.6 D9 R4 MAR 0 7 1019 Application Type I(R vision ST. Lucie County, Permitting Code Version [201.7 Application Status A groved j ° ,-_... - SCANNED Comments BY Archived �- St. Lucie County Product Manufacturer CertainTeetl;Cohporatloli=Roofing Address/Phone/Email .ahu Oft ctn�esjR� Malvern;�PAL1935 ,mark d hamei�ei''salnt otia�iecapT` �� Authorized Signature Mark Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory 0 fedaBitumen.&oof SysPemn Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,. • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16709 R4 COI 2017 01 COI Nieminen.odf 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 https://www.foridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obin/a2flZm6Tv25Qc Wyn°/a2F7gmVn°/a2frF9anzGugHUFgUORA%3dn/n3d 1/2 3/7/2049 Equivalence of Product Sta.5 Certified By ° ` Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I —I Method 1 Option D 09/14/2017 09/15/2017 09/19/2017 12/12/2017 FL It Model, Number or Name Description _ 167d9.1 �Fhntlastic�Modlfieti Bitumen ISBSiand AP.P,modlfled bitm uen Riof systertt9 _ - — °- Roof Systems - Limits of Use Installation Instructions Approved for use In HVHZ: No FL16709 R4 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL16709- BLP9 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 application Evaluation Reports pertains to the maximum design pressure for one EL16709 R4 AE 2017 09 FINAL ER CERTAINTEED MODBIT FL16709- 114,pdf particular assembly for use In Zone 1 (field area) of the roof. Refer to ER Appendix for all systems Created by Independent Third Party: Yes and attachment limitations. Z.) Refer to ER Section 5 for Limits of Use. Back Nest Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850487-1824 The State of Florida Is an AA/EC employer..QVytjpht 2B07-2013 State of nodda. :: Pdvacv Statement:: Accessiblft Statement :: Refund Statement Under Florida I., emait addresses an: public records. If you do not wantyaur e-mail address released in response to a pubtic-mcards request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please 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 mmmunirapad with the licensee. However email addresses are public record. If you do not wish to supply provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: ®®®=m Im mldm• r SCCUrlt%,,% IcTRicS 1f https:llwtww.floddabuilding.org/prlpr app Od.aspx?param=wGEVXQwtDqu8obin/a2flZm6Tv25QccWyna/a2f7gmVn°/,2fTFganzGugHUFgUORA%3d%3d 2/2 \, TRINITY ERD APPENDIX I: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE 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 (lear--Off).or-Recover D Prelim, Attached.lnsulation. Mech. Attached Base Sheet, Bonded Roof Cover 9-30 A U/nnd' nlnu•..pd.nni lTnn._nffl 5 Wood New, Reroof (Tear -Oft) E Non -Insulated, MecFAttacKed'Bas`e Sfieet, 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 AHI. 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 combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the QA 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 polylsocyanurate 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 1 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. TABIe A: CERTAINTEEO FLINTIASTICe MODIFIED BRUMEN COMPONENTS & APPLICATION METHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Hot asphalt at 20-40lbs/square Applied) ply Flintglas Ply Sheet Type IV, Flintglas Premium Ply Sheet Type VI Base Flintlastic Base 20, Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA Ply FIIntlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base (SBS, Asphalt -Applied) Hot asphalt at 20-40lbs/square Flintlastic Cap 30; Flintlastic Cap 30 CODIStar; Flintlastic FR Cap 30, Flintlastic FR Cap 30 CoolStar; FIIntlastic FR Dual Cap; Cap FIIntlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CDolStar Base Flintlastic Base 20 T, Flintlastic FR Base 20 T SBS-TA Ply Flintlastic Base 20T; Flintlastic FR Base 20T (SBS, Torch -Applied) Torch -Applied Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; Cap FIIntClad Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report C40710.12.13-114 for FL16709.R4 Certificate of Authorization #9503 6rH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651.5947 Appendix 1, Page 1 of 14 CJ TRINITY I ERD "TABLE A(CONTINUED): CERTAINTEED FLINTIASnC' MODIFIED BITUMEN COMPONENTS& APPUCATIDN METHODS - Reference Layer Material Application APP-TA (APP, Torch -Applied) Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GfACoolStar; Flintlastic GTA-FR; Fhntlastic GTA-FR CDoIStar SBS-SA (985,SeIf-Adhering) Base Flintlastic SA PITBase; FIIntlastic SA Mid Ply Self -Adhering Ply FIIntlastic SA 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. TABLE B: ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASD(PSF) Exposure Enclosure Roof Height(ft) Zone Uld ate Design Wind Speed -V"u(mph)-FBC Figures 3609A, 1609B or 1609C 120 130 140 150 160 170 180 Open slope < 2.4' 0 < h < 30 1 -12.7 -14.9 •17.2 -19.8 -22.5 -25.4 -283 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 unobstructed Flow 30<h<40 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 2 -21.0 -24.7 -28.6 -32.9 -37.4 -42.2 -47.3 3 -41.2 -48.4 -56.1 -64.4 -73.3 -82.8 -92.8 B 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 1 -46.3 -52.3 -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 -66.5 -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 -23.5 -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 Open slope<2.4' 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 - 4.3 -50.0 -56.0 3 -48.8 -57.3 -66.5 1 -76.3 1 -86.8 1 -98.0 -109.9 C unobstructed flout 20<h<30 1 -17.7 -20.8 -24.1 -27.7 -31.5 -35.6 -39.9 2 -27.1 -31.8 -36.9 -42.4 -08.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 30<h<40 1 -19.8 -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 -76.8 -88.2 -100.3 -113.3 -127.0 Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for F1.16709-114 Certificate of Authorization #9503 61e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE,59166 CertainTeedFlintlastic' Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 14 \ TRINITY ERD TABLES (CONTINUED); ROOF CIADDING DESIGN PRESSURES, AUD WABLE STRFSS DESIGN, PASD (PSF) Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed - Vux (mph)120 130 140 150 160 170 180 0 < h < 15 1 -18.9 -22.1 �25.7 -29.5 -33.5 -37.8 -42.4 2 -31.6 -37.1 -43.1 49.4 -56.3 -63.5 -71.2 3 .47.6 -55.9 -64.8 -74.4 -94.7 -95.6 -107.1 C Enclosed 15 < It < 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 -43.6 -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 -131.1 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 52.4' 15<h<20 1 -19.5 -22.9 -26.6 -30.5 -34.7 -39.2 -44.0 2 .29.9 -35.1 -40.7 -46.7 -53.1 -60.0 -67.3 3 -58.6 -68.8 -79.8 -91.6 -104.2 -117.6 -131.9 unobstructed flaw 20<h<30 1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1 -47.2 2 -32.1 -37.7 A3.7 -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 - 4.3 -49.7 2 -33.8 -39.6 -46.0 -52.8 -60.0 -67.8 -76.6 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 15 < h < 20 1 -24.0 -28.1 -32.6 -37.4 -42.6 -48.1 -53.9 2 -00.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 3 -60.5 -71.0 -82.4 -94.5 1 -107.6 -121.4 -136.1 slope < 7' 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 -86.7 -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 -121.5 -137.2 -153.8 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for F1.16709-114 Certificate of Authorization 09503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed FlintlasticO Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 14 '�! TRININ ERD TABLE 1: WOOD DECKS— NEW CONSTRUC ION OR REROOF (TEARFOFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER -. 'NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH);X=MAXIMUM SIDE LAP FASTENER SPACING (INCH OX.); Y= MINIMUM N OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Anchor Sheet Base Insulation Top Insulation Roof Cover Attach System Deck MDP At lap Staggered No. (See Note 1) Type Fasteners Type Attach Type Attach Base Ply Cap (Psf) Center Rows W X Y Z SYSTEM DESCRIPTION WITH ZONE I(FIELD AREA) ANCHOR SHEET ATTACHMENT: Glasbase, All 32 ga., 1-5/8- Min. 1.5-inch Min. 0.25-inch (Optional) Min. 19/32- Weather Empire, loch dia. tin pCFoam 11, Hot DensDeck primed Hot BP -AA, BP -AA, SBS-AA, W-1 inch plywood; Fleziglas Base, caps with 11 3 8 3 8 FlintBoard I50, asphalt, with ASTM D41 asphalt, SBS-AA, 5B5-AA, SBS-TA or -52.5 See Note 1 PolySMS or a. annular ring g g ENRGY-3, H-Shield full Primer or DensDeck full 585-TA or SBS-TA or APP-TA Ultra Poly SMS shank nails or Multi -Max FA3 coverage Prime coverage APP-TA APP-TA SYSTEM W-1; ZONE 2 & 3; PERIMETER & CORNER AREA ANCHOR SHEETATTACHMENT:' Ultimate Design Wind Speed—V., (mph) Roof Hight Exposure Enclosure Zone 120 130 140 150 160 170 180 % Y Z X Y Z X Y Z X Y Z X Y .Z X Y Z % Y Z 2-Perimeters 8 3 8 1 8 3 8 $ 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 $ 3 8 7 3 7 6 3 6 7 4 7 6, 4 6 Open 2-Perimeters 8 3 8 6 3 B $ 3 8 8 3 8 8 3 8 6 3 8 6 38 30<h<40 3-Corners 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 6 4 6 7 5 7 B 2-Perimeters 8 3 8 8 3 8 $ 3 8 8 3 8 8 3 8 8 3 8 7 3 7 0<h<30 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8. 7 4 7 7 4' 7 30 <h <q0 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8 8 3 8 8 3. 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3-Corners 8 3 8 7 3 7 6 - 3 6 7 4 7 6 4 6 6 5 6 6 5 6 C Open 2-Perimeters 8 3 8 8 3 8 8 3- 8 8 3 8 8. 3 8 7 3 7 7 3 7 20<h <30 3-Corners 8 3 8 7 3 7 6 3 b 6 4 6 7 3 7 6 5 6 N/A 2-Perimeters 8 3 8 8 3 8 8- 3 8 8 3 8 8 3' 8 7 3 7 8 4 8 30<h<40 3-Corners 7 3 7 6 3 6 7 4' 7 6 4 6 6 5 1 6' N/A N/A Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report C40710.12.13-R4 for FL36709-R4 Certificate of Authorization 09503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: OS/14/2017 Prepared by: Robert Nieminen, PE,59166 CertalnTeed Fllntlastic- Modified Bitumen Roof Systems; (610) 651.5947 Appendix 1, Page 4 of 14 �I I KINKY ERD TABLE 1(CONTINUED): WOOD DECKS —NEW CONSTRUCTION OR REROOF{TEAR-OFF); SYSTEM TYPE A: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED.. INSULATION BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH); X=MAXIMUM SIDE UP FASTENER SPACING (INCH D.C.); Y= MINIMUM R OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) . SYSTEM W-1; ZONE 2&3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed -V„ a (mph( Exposure Enclosure RoofHeightZone 12O _ 130 _ 140 150 160 170 280 X Y Z X Y Z X Y Z X Y Z ` X Y Z X Y Z X Y 2' 0<h<15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 '3 7 7 3 7 6 3 6 3-Corners 8 3 8 7 3 7 6 3' 6' 7 4 7 6. 4 6 7 5 7 6 5 6 15 <h <20 2-Perimeters 8 3 8 8 3 8 8 3 ^. 8 8 3 8 7 3 7' 6 3 6 7 4 7 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A C Enclosed 20<h <30 2-Perimeters .83 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 3-Corners 7 3 7 7 3 7 7 4 7 6 4 6 6- 5 6 N/A . N/A 2-Perimeters 8 3 8 8 3 8 8 3' 8 7 3 7 6 3 6 7 4 7 6 4 6 30<h<40 3-Corners 7 3: 7 6 3 6 7 ^ 4 7 7 5 7 6 - 5 6 N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 '8 7 3 7 8 4' 8 0<h<15 3-Corners 7 3 7 6 3 6 7 4 7 6 4 6 6 5 6= 6 5 6 'N/A _ 15<h<20 2-Perimeters 8 3° 8 8 3 8 8 3 8 8 3 8 7 3 _ 7 7 3 7 8 4 8 3-Corners 7 3 7 6 3 6 '7 4 7 7 5 7 6 5 6 N/A - N/A Open 20<h<30 2-Perimeters 8 3 8 8 3 8 $ 3 8- 8 3 8 7 3 7.: 7 3 7 7 4 7 3-Corners 7 3 7 7 4 7 b '4 6 6 5 6 .N/A N/A N/A 2-Perimeters '8 3 8' 8 3 8 8 3 8 8 3 8 7 3' 7 8 4 8 30<h<40 3-Corners 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A N/A D 2-Perimeters 8 3 8 8 3 8 8 3' - 8 7 3 7 6 - 3 6 7 4 7 6 4 .6 0<h<15 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A _ N/A 2-Perimeters 8 3- 8. 8 3 8 7 3 7, 7 3 7 7 4 7 7 4 7 IS <h <20 3-Corners 7 3 7 7 4 7 6 4 6 7 5 7 N/A. N/A Enclosed , 2-Perimeters 8' 3 '8 8 3 8 1 3 7 fi 3 6 4 7 6 4 6 20 < h <30 N/A 3-Corners 6 3 6 7 4 7 7 5 Z 6 5 6/A � N/A 2-Perimeters 8 3 8 7 3 7 7 3 77 4 74 7 PN/A 30<h<40 N/A 3-Corners 6 3 6 7 4 7 7 5 7 6 5 6. Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report C40730.12.13-R4 for FL16709-R4 Certificate of Authorization 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE•59166 CertainTeed Fllntlastic' Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 5 of 14 -u \J TRINIV 1 ERD TABLE2: WOOD DECKS —NEW CONSTRUCTION, REROOF(TEAR-OFF)ORRECOVER; .SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED. ROOF COVER ° System Deck Top Insulation Layer Roof Cover No. (See Note 1) Base Insulation Layer MOP (PSI) Type Fasteners Attach Base Ply Cap SYSTEM DESCRIPTION WDH ZONE I(FIELD AREA) INSULATION ATTACHMENT: _ Min. 1.5-Inch ACFoam II, ENRGY 3, H- Flintfast 3 in. Insulation Pattern #1 W 2 Min. 19/32-inch (Optional) One or more layers, Shield, Multi -Max FA3 or FlintBoard ISO Plates with FlintFast #12 1 2 ftz SBS-SA (Optional) plywood; See Note 1 any combination, loose laid primed with FlimPrime or FlintPrime SA or#14 per 505-SA SBS-SA -45.0 Note: Board andstress plates shall be primed with FlintPrimefor all Zone 2& 3 Installations INSULATION -AT ACNMENTPAnERNREFERENCES: PATTERN #1: PATTERN #2: PATTERN #3: PATTERN #4: PATTERN #5: 1 per 2 It' pper-I1.45 ftz 1 per 1.33 ftr 1 per1.14 ftr per 1 ftr I- I^yI -I �ey� NT I- -I.I I'yyI � n_1�I w1 I'1'� m y m m m + T T + yy y T T T 1�1'� + T T T 'F T 'f + .L + T y y y T T T 1 + + + L T F. + y y T T p + + + o + + + 'E H + + + a A + + + + v + + + a e Ea + + + s + + + + ®+ m + + + u� 15 + f L 12 — — — — — — -� 'O + + + + A �$ + + + + + + + + li + + + w + + + + tLL0 T + + + + + N + + + + + + + + + + + + + + + + + + + + + + + IRyI�-I� I. .I..I N 11A, _L J. �L.l SYSTEM W-2; ZONE 1, 2& 3;FIELD, PERIMETER &CORNER AREA INSULATION ATTACHMENT: Exposure Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed — V„ R (mph) ': 120 130 '140 150 1611' 170 180 (k) 1-Field #1 #1 ;#1 . _ #1 #1 #1 #1. 0<h<30 2-Perimeters #1 #1 - s111 #1 _ #1 _ #1 #1 3-Corners #1 #1 #2 #2 - #4 #5 #5 B Open 1-Field #1 #1 - 91 ' ' #1 #1 #1 #1 30<h<40 2-Perimeters #1' ' #1 #1,- #1 - #1 - #1 #2, _ 3-Corners #1 #2 ...#2' #3 #4. #5 Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report C40710.12.13-R4 for FL36709-R4 Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Fllntlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 6 of 14 TABLE 2 (i ,J TRINITY( I ERD CONTINUED): WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNEA ARM INSULATION ATTACHMENT: ' _ ;j 'II - Exposure Enclosure Roof Height (it) Zone Ultimate Design Wind Speed —V„R(mph) no 130 140 250 160 170 Igo B Enclosed O<h<30 1-Field #1 #1 #1, #1 #1 #1 #1 2-Perimeters #1 #1 #1 111 #2 #2 #2 3-Corners 41 #2 #2 #3 #4 #5 N/A.. 30<h<40 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Comers #1 #2 _ #2 #4 44 05 N/A O<h<15 1-Field #1 #1 #1 #1 41 #1 #1 2-Perimeters #1 #1 #Y #1 #1 #2 #2 3-Corners #1 #2 #3 - #4 #5 N/A N/A Open 15<h<20 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2. #2 #3 3-Corners #2 #2 #4 #5 #5 - N/A N/A 20<h<30 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Comers #2 93 #4 #5 -N/A N/A N/A C 30<h<40 1-Field #1 #1 . #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #5 N/A N/A N/A 'N/A O<h<15 1-Field #1 #1 #1 - #1 #1 #1 #1 2-Perimeters 111 #1 #1 #2 #2 #3 #4 3-Corners #2 #2 #3 #4 #5 N/A N/A Enclosed 15<h<20 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #2 #2 #2 #4 #4 3-Corners #2 #2 #4 #5 N/A N/A N/A 20<h<30 1-Field #1 #1 #1 1 #1 #1. #1 #2 2-Perimeters #1 #1 #2 #2 #3 #4 #5. 3-Corners #2 #3 #4 #5 N/A N/A N/A 30<h!c40 1-Field #1 #1 #1 #1#1 #2 _ #2 2-Perimeters #1 - #2 #2 #3 44 #5 N/A 3-Corners #2 #4 #5 N/A N/A N/A N/A - Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL36709-114 Certificate of Authorization #9503 6'H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 7 of 14 TABLE 2 (1 -, TRINITY J ERD :ONTINUED): WOOD DECKS— NEW CONSTRUCTION, REROOF(TEAR-OFF)OR'RECOVER; SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER -SYSTEM W-2; ZONE 1, 2 & 3; FIELD, PERIMETER & CORNER AREA INSULATION ATTACHMENT: 0 Exposure Enclosure Roof Height Oil Zone Ultimate Design Wind Speed —V,m (mph) 120 130 140 150 160 170 180 0<h<15 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #4 N/A N/A N/A N/A Open 15<h<20 1-Field #1 #1 #1" #1 #1 #1 #1 2-Perimeters #1 - #1 #1 #2 92 #2 #4 3-Corners #2 94 #5 N/A N/A N/A N/A 20<h<30 1-Field #1 #1 #1. #1 #1 #1 #2 2-Perimeters #1 #1 #1 #2 #2 _ #3 #4 3-Corners #3 #4 #5 N/A N/A N/A N/A D 30<h<40 1-Field #1 #1 #1 #1 #1 #1 #2 2-Perimeters #1. #1 #2 #2 #3 #4 #4 3-Corners #4 #5 N/A N/A N/A N/A N/A 0<h<15 1-Field #1 91 #1 #1 #1.. #2 #2 2-Perimeters #1 #1 #2 #2 #4 #5 #5 3-Corners #2 #4 #5 N/A N/A N/A N/A Enclosed 154 h520 1-Field #1 #1 #1 91 01 #2 #2 2-Perimeters #1 #2 #2 #3 #4 #5 N/A. 3-Corners #3 #4 #5 N/A N/A N/A N/A 20<h<30 1-Field #1 #1 #1 #1 #2 #2 #2 2-Perimeters #1 #2 #2 #4 #5 #5 N/A 3-Corners #3 #5 N/A N/A N/A N/A N/A 30<h<40 1-Field #1 #1 #1 #1 #2 #2 N/A 2-Perimeters #2 #2 #3 #4 #5 N/A 3-Corners 44 #5 N/A N/A N/A N/A Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 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 CertalnTeed Flintlastic° Modified Bitumen Roof Systems; (620) 651.5847 Appendix 1, Page 8 of 14 `J TRINITY I ERD TABLE 3: WOOD,DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=. MINIMUM SIDE LAP WIDTH (INCH(;X= MAXIMUM SIDE MP FASTENER SPACING (INCH D.C.); Y= MINIMUM # OF STAGGERED CENTER ROWS, Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH D.C.)- Insulation Layer(s) Base or Anchor Sheet Roof Cover System Deck Attach MDP At Lap Staggered Center Rows(s) No. (See Note 1) Type Attach Base Fasteners Ply Cap (PSQ w x v z ,.SYSTEM DESCRIPTION WITH ZONE I(FIEW AREA). BASE SHEET ATTACHMENT ,.,_ �� it - _ „� 'I, '- - 1 Ii 1 W-3 Min. 16/32- Inch plywood; See Note 1 Min. 1.5-Inch, One or more layers, any combination Prelim. Attach Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Flintfast 3 in. Insulation Plates with Flintiast#12 or#14 4 6 3 6 (Optional) BP -AA, SBS-AA, SBS-TA or APP-TA SBS-AA, SBS-TA or APP-TA -97.5 SYSTEM W-3;ZONE2&3;PERIMETER&CORRERAREA8ASESHEETATrACHMENTt, .! - .'", - �( •- ` - y - �I (I`e Ultimate Design Wind Speed — V& (mph) Exposure Enclosure Roof Height fit)Zone 120' 130 140 150 160 170 18D X Y Z. X Y Z x Y, 'Z X Y I Z X Y Z X Y Z X Y Z - 0<h <30 2-Perimeters 6 3 6- 6 3 6 6 '3 6 6 3 6 6 3 6. , 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 '6` 3 .6 6 3 6 6 3 6' 6 3 6 6 3 6 Open 30 <h<40 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 - 6" 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3' 6 6 3 6 6 3. , 6 B 0<h<30 2-Perimeters ' 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 5 3 6 3-Corners 6 3 6 6 3 6 6 '3 ,6 6 3 6 6' 3 6 6 3 6 B 3. 6 Enclosed 30 <h<40 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6' 3 6 6 3 6 6 3 ` 6 3-Corners 6 3 6 6 3 6 6' 3 6 6 3 6 6 3 6` 6 3 6 6 3 6 0<h<15 2-Perlmeters 6 3 6 6 3 6 6 3 '6 6 3 6 6 3. "' 6 6 3 6 6 3 "' 6 3-Corners 6 3 6 6 3 6 6 3., 6 6 3 6 6 31 '61 6 3 6 ' 7'' 4 7 15<h<20 2-Perimeters 6. 3 6 6 3 6 .. 6 3. ' 6 6 3 6 . 6 3 6 6 3 6 6 3 6 3-Corners 6 3. 6 6 3 6 ^'6. 3 -, 6 6 3 6 6 3 6 6 3 6 7 4- 7 C Open 20<h<30 2-Perlmeters 6 3 _. 6 6 3 6 6 3 6- 6 3 6 6. 3 6 6 3 1 6 6 1 3" 6 3-Comers 6 B fi 6 3 6 6, 3 6 6 3 6 6 3 6' 7 4 7 6 4 6l. 30<h<40 2-Perimeters b-' 3 6 6 3 6 6 - 3 � 6-- 6 3 6 6 3 6 6 3 6 6 3„ 6 3-Corners 6 3 6 6 3 6 '. 6 3, _ �6 6 3 6 7 1, 14 7'-1 6 4 6 6 4 6. Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL36709-R4 Certificate of Authorization #9503 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic' Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 9 of 14 WMAW Mm \J TRINITY I ERD TABLE 3(CONTINUED): WOOD DECKS— NEW CONSTRUCfiON, REROOF(TEAR-OFF) OR RECOVER; SYSTEM TYPE D: INSULATION, MECHANICALLY ATTACHEDBASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.);. Y= MINIMUM R OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) . SYSTEM W-3ZONE 2&3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT:. Ultimate Design Wind Speed —V„a(mph) Exposure Enclosure Roof Height Zone 120 130 140 150 160 170 180, X Y 2 X Y Z X' Y Z X Y Z X Y Z .. X Y Z X Y Z 0<h<15 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6. 6 3 6 6 3 6 3-Garners 6 3 6 6 3 6 6 3 6 6 3 6 6 - 3 6: 6 3 6 7 4 7 15<h<20 2-Perimeters 6 3 6 6 3 6 fi 3 6 6 3 6 6 3 6 6 3 6 6 3 6 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 C Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Corners ,6 '.3 6 6 3 6 j 6 3 _ 6 6 3 6 6 3 6 7 4 7 '6 4 6! 2-Perimeters 6 3 6 6 3 6 6 3 , 6 6 1 3 6 6 3 6 '- 6 3 6 6 3 6 30<h <40 3-Corners 6 3 6 6 3 6 6- .. 3 6 6 3 fi ' 7 4 7 6 4 6 7 5 7 2-Perimeters 6 3 6' 6 3 6 6 3" 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h <15 3-Corners 6 '3 6 6 3 6 - 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 :6 6 3 6 6 3' 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6. 3 ` 6 6 3 6 7 4 7 6 4 6 7 5 7 Open 2-Perimeters 6 3 fi b 3 6 „fi 3 b 6 3 6 , 6 3 6 6 3 6 6 3 6 20<h <30 3-Corners 6. d fi 6 3 6 6 3 6 6 3 6 7 4 7� 6 4 6 6 5 6 2-Perimeters 6 3 6 1 6 3 6 6 3 6 6 3 6 6 3 6, 6 3 6 6 3 6 30<h<40 3-Corners 6 '3 6 6 3 6 6'., 3 6 7 4 7 6 4 6 6 4 6 6 5 6 D 2-Perimeters 6 '3 6 6 3 6 6 3 6 6 3 6 6' 3' 6 6 3 6 6 3 1 6 0<h<35 3-Corners 6 3 '. 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 1 6 2-Perimeters 6 3 6 6 3 6 6 3 6. 6 3 6 6 "'6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 6' 6 3 6 4 6. 6 4 6 6 5 6 Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3. 6" 20<h <30 3-Corners 6 3 6 6 3 6 - 6 3 6' 7 4 7 -6 4- 6 6 4 6 6 5 _ 6 2-Perimeters 6 3 6 6 3 6 "6. 3 6 6 3 6 6 3 ' 6 6 3 6 7 4 7 30 <h <40 • 3-Comers 6 3 6 6 3 6 6 _ 3 6' 6 4 6 6 4� .. 6 6 5 6 6 '5 6' Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12:13-R4 for FL16709-114 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 652-5847 Appendix 1, Page 20 of 14 1_� \ TRINITY1 ERD TABLE 4: WOOD .DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E:'NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET, BONOED'ROOF COVER NOMENCLATURE: W= MINIMUM SIDE TAP WIDTH (INCH);X= MAXIMUM SIDE LAP FASTENER SPACING (INCH O.C.); Y= MINIMUM R OF STAGGERED CENTER ROWS; Z=MAXIMUMCENTERAOWFASTENERSPACING (INCH D.C.)' _ - i�`-+c Sam Shea -' Roof Cover Deck Attachment HN. (See Note 1) Base - Fasteners Ply Cap MOP (psf) At lap Staggered Center Row(s) ?� d r. W X Y' Z. - SYSTEM DESCRIPTION WITH ZONE I(FIELD AREA) BASE SHEET ATTACHMENT: ;f t II_' Min. 19/32-inch 32 ga, 1-5/8-Inch dia. tin (o (Optional) SB5- W 4 plywood; See Note 1 Flintlastic SA NailBase caps with 11 ga. annular 2 8 3 8 SA SBS-SA -60.0 ring shank nails SYSTEM W4; ZONE Z&3;. PEON! ETER& CORNERAREA BASE SHEET ATTACHMENT:' Ultimate Design Wind Sp Red —Vun (mph Exposure Enclosure Roof Height Zone 120 130 - 140 350 EME66im 170 180• X, Y Z- X Y Z X Y' Z X Y Z X Y" Z X Y Z X Y 2 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8. 8 3 a 8 3 8 0<h<30 3-Corners 8 3 8 8 3 8 8. d' 8 8 3 8 7 S 7^ 6 3 6 5 4 5 Open 2-Perimeters '8 3 8 _' 8 3 8 8 3 ' 8 B 3 8 8 3 8 8 3 8 8 3: 8 30 <h <40 3-Corners 8. 3 8 8 3 8 8> 3 8 7 3 7 7 3 7' 5 4 5 5 4 5 B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 a 3 8 8 3 8. 0<h<30 3-Corners 8 3 8 8 3 8 a 3 8 8 3 8 7 3 7 5 3 5 4. 3 4 Enclosed 2-Perimeters 8 3 8' ' 6 3 8 8 3 8 8 3 8 8 3 8' B 3 8 8 3 8 30<h<40 3-Corners 8 ,3 8 8 3 8 .8 3 8. 7 3 7 5 B 5 4 1 3 4 4 3 4 2-Perimeters B 3 8 8 3 8 8 .3 - 8 8 3 8 8 3 8 8 3 8 8 3 8 0<h<15 3-Corners 8 3 8 8 3 8 8. `3 _ .8 7 3 7 5 4 5 5 4 5 5 5 5 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 15<h<20 3-Corners 8 3 '.. 8 8 3 8 7 .' 3 7 6 3 6 5 45^ 5 4 5 5 5 5 C Open 2-Perimeters 8' 3 8 8 3 8 a - 3 8 8 3 8 8 3 8 8 3 8 7' 3 7 20<h<30 3-Corners 8 3 8 7 3 7 7 3 7 5 4 5 5 4' 5 5 5 5 4 5 ,4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3, 8 8 3 8 8 3 6 30<h<40 3-Corners 8 3 '8 7 3 1 7 .6 3 i6 5 4 5 S S 5 4 5 1 4 4 5 1 4 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL36709-R4 Certificate of Authorization X9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE•59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 11 of 14 CAI T INITY ERD TABLE 4(CONTINUED): WOOD DECKS- NEW CONSTRUCTION OR REROOF(TEAR-CIFF); SYSTEM TYPE E: NON-INSULAT_ED,. MECHANICALLY ATTACHED. BASE SHEET,. BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH);X= MAXIMUM SIDE -LAP FASTENERSPACING(INCH O.C1); , Y=MINIMUM# OF STAGGERED CENTER ROWS; Z =MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) „ SYSTEM W-4I ZONE 2 & 3; PERIMETER &CORNER AREA BASE SHEETATTACHMENT: Ultimate Design Wind Speed —Vun (mph) Exposure Enclosure Roof Height Zone 120 130 140 150 160 170 180 X Y Z X V Z X Y .Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3' 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 . 7 0<h<15 3-Corners 8 3 8 8 3 8 7 -=3 7 6 3 6 4 3. 4 4 3 4 4 4 4' 2-Perimeters '.8 3 8 8 3 8 `8. 3 8 8 3 8 8 ! 3- 8' 7 3 7 5 3 5 15<h<20 3-Corners -.:8 3 8' 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 C Enclosed 2-Perimeters 8 3 8 8 3 8 $ 3 8 8 3 8 : 7 3 7 7 3 7 5 3 5 20<h<30 3-Corners - B 3 8'- 7 3 7 6.. $ 6 4 3 4 4.. 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3' 8 8 3 8 7 3 7- 5 3 5 = 4 3 4 30<h <40 3-Corners 8 3 8 7 3 7 S 3` 5 4 3 4 4 `:4' 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6. 3 6' 0<h<15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5' 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 '8 3- 8 8 3 8 8 3- 8' 8 3 8 - 5 3 5 15<h<20 3-Corners '8. - 3 8 7 3 7 - 6 4' '6 5 4 5 5 5 5. 4 5 4 4 5 4 Dpen 2-Perimeters 8 r,3 8 8 3 8 8 3 .8 8 3 8 8 3` 8 6 3 6 6 4 6 20<h<30 3-Corners 8 3 8 6 3 6 5 4 5 5 4 5 5 5 5 4 5 4 4 '5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8" 3 8' 7 4 7 6 4 6 30<h<40 3-Corners 7 3 7 6 4 6 '5 R 5 5 5 5 4 5 4 1 4 5 4 4 6 4 D 2-Perimeters 8 3 8 8 3 8 8 3 8' 8 3 8 7 3 7 5 3 5 4 3 4 0<h<15 3-Comers 8 3 8 7 3 7 5 3 S 4 3 4 4 3 '4 4 4 4 4 5 4 2-Perimeters -8 3 8 8 3 8 8 3p 8 8 3 8 7 3 7 4 3 4 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 5 3 6 5 3 5 4: 4 4 4 5 4 4 - 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 $ 3 8 7 3 7 5 3 5' - - 4 3 4 4 3 4 20<h<30 3-Corners 7- I3 : T 5 3 5 A 3 4 4 3 4 4- 4' 4 4 5 4 4 64 2-Perimeters 8: : '3' 8: 8 3 88 3 8 7 3 7 4 3 4' : 4 3 4 30 <h <40 N/A 3-Corne1 7' ' 3 7 4 3 4 4 3 A 4 4 4 4, `5, 4 4 1 5 4 Exterior Research and Design, LLC d/b/a Trinity I ERD Evaluation Report C40730.12.13-R4 for FL36709-114 Certificate of Authorization 09503 Gm EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 12 of 14 ', TRINITY ERD TABLE 5: WOOD;DECRS—NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH(;X=MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y= MINIMUM R OF STAGGERED CENTER ROWS; Z = MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) .. Base Sheet Roof Cover System No. Deck (See Note 1) Base Fasteners I Attachment Ply Cap MOP (psf) At Lap Staggered Center Rows) W X Y Z SYSTEM DESCRIPTION WITH ZONE I(FIELD AREA) BASE SHEET ATTACHMENTL W 5 Min. 19/32-inch plywood; See Note 1 Glasbase; Fleziglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite 32 ga., 1-5/8-Inch dia. tin caps with 11 ga. annular ring shank nails 4 8 3 8A A, SBS-AA, or APP- T SBS-AA, SBS-TA or APP-TA -60.0 SYSTEMW-S; ZONE 2&3;PERIMETER& CORNERAREA BASESHEETATTACHMENT:, n � Ultimate Design Wind Speed -V„ u (mph) Exposure EnCIOSDre 00 Height Roo, Zone 120 130 140 ISO 160 170 Igo 'X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8.. 3 8 8 3 8 8 3 8 0<h <30 3-Corners 8 3 8. 8 3 8 8 3 B 8 3 8 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 $ 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 B 8 B 8 30 <h <40 3-Corners 8 3 8 8 3 8 $ 3 B 7 3 7 6 3 6' S 3 5 5 4 5 B 2-Perimeters 6' 3 8 8 3 8 $ 3 :8 8 3 8 8 3 8 8 3 8 8 3 8 O<h<30 3-Corners 8 3 8 8 3 8 $ 3 ,8 7 3 1 7 6 3 6 6 3 6 4 3 1 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 1 8 8 3 1 8 8 1 3 8 7 3 7 30 <h 540 3-Comers 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 3 4 2-Perimeters 8 3 8 8 3 8 '8 3 8 8 3 8 8 3 8 8 3 8 0<h <15 3-Comers 8 3 8 8 3 8 7� 3 T 6 3 6 5 4 5 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 V38 8 3 8 8 3 8 15<h<20 3-Corners 8 3 8 8 3 8 7 3 `. 7 6 3 6 5 4 5 4 5 4 C Open 2-Perimeters 8 3 8. 8 3 8 8 3 8 8 3 8 8 3 8 7- 3 7 20<h<303-Corners 8 38 7 3 7 8 3" 6 5 3 5 5 5 5 4 5 4 2-Perimeters 8 3 8 8 3 8 8 13 8 8 3 8 8 3 8 8 3 8 7 3 7 30 <h <40 3-Corners 8 '3 8 7 3 7 6 3 6� 5 4 5 5 5 S 4 5 4 4 - 5 4. Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 Certificate of Authorization D9503 6rH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertalnTeed Fllntlastice Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 23 of 14 \I �RINITi ERD TABLE 5 (CONTINUED: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHEDBASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); - Y = MINIMUM O OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-5; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: ( •,i =� Ultimate Design Wind Speed—V„X (mph) Exposure Enclosure Roo, Height Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y 2 X Y 2 X Y Z X Y Z X Y 2 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3- 7 0<h<15 3-Comers 8 3 8 8 3 B 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 15<h<20 3-Comers 8 3 8 8 3 8 1 3 7 6 3 6 4 3 4 4 3 4 4 4 4 C Enclosed 2-Perimeters 8 '3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 20<h<30 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 1 6 3 6 5 3 5 30 <h <40 3-Comers 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 1 7 3 7 O<h <15 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 4 5 4 5 4 4 5 4 2-Perimeters 8 3 8 8 3 8 $ 3 8 8 3 8 8 3 8 8 3 8 7 3 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 4 4 6 4 Open 2-Perimeters 8 3 8 6 3 6 $ 3 6 8 3 8 8 3 8 7 3 7 6 4 6 20<h <30 3-Corners 7 3 7 6 3 6 S 4 S 5 4 5 5 6 5 4 6 4 4 � 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 6 4 6 3D<h<40 3-Comers 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 4 N/A D 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 0 <h <15 3-Comers 8 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 35 <h <20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 6 3 6 5 3 5 4 3 4 20<h<30 3-Corners 7 3 7 6 3 6 4 3 4� 4 4 4 4� 4 5 4 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 T44 6 3. 6� 4 3 4 30 <h <40 N/A 3{orners 7 3 7 6 3 6 4 3 4 4 4 5 4 4 5 4 Exterior Research and Design, LLC, d/b/a Trinity( ERD Evaluation Report C40710.12.13-114 for FL16709-R4 Certificate of Authorization X9503 6T"EDITION (2Q17)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 14 3/7/2019 r •.: Business & Professional 1 BQSHome I Login I User Registration I Hot Topics Florida Building Code Online 1-1 r I f submit Surcharge I Slats a Facts I Publimdom I Contact Us I BCIS site Map I Unks Search Florida Product A RECEIVED IUSER: P�u/1b/ll/c�UP/er7 1 • /� -�,` y i � mduRq ovR aR I�e4�rht \ V�.DppR P all n r> oUonaelan MAR 0 7 2019 FL# qA,,d ST. Lucie Courlty�permitti Application Type Code Version Application Status Comments S r1� Archived S( eryp,� Product Manufacturer wens Corning f &C/e C'V O Address/Phone/Email OneyOwens ming-, rkwa °4ny Toledo pH 49659 � (740) 4404 8-2 , gi"jkeetet@oy�Ltscornilg com Authorized Signature Greg Keeler greg.keeter@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKVJY Toledo, OH 43659 (419)376-8360 mel.sencmnt@owenscomig.com Quality Assurance Representative Address/Phone/Email Category Rodfing ~ Subcategory .AsphZPShin9lesi.;. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ' Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M. Nieminen Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code PE-59166 UL LLC 05/16/2020 John W. Knezevich, PE •+ Validation Checklist - Hardcopy Received FL10674 R13 COI 2017 01 COI Nieminen odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 https://www.floridabuilding.org/pdpr app dfl.aspx7param=wGEVXQwtDgtBNbEY6V°/,2boQT%2b6w7ahReg[CQ8ucR6ixEBFhs7tvJgZew%3da/o3d 1/2 3f//2019 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description ,106'7 1 �" Owens Coining Asphalt Roofing rShingles -' T7Tr� 3-tab 4-tab,-tab, laminated, starter and,hi & nd e�shinglesL� mac, e -m-� z = P 9_ _ _ rt nadStarteers .�:`r`' ;�-- T Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R13 II 2017 30 FINAL ER OC ASPHALT SHINGLES FL10674-R13.()_df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert 1. M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10674 R13 AE 2017 SO FINAL ER OC ASPHALT SHINGLES FL10674-R13 pd Created by Independent Third Party: Yes eack Next ContactUs :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. go yrightt 2007-2013 State of Florida :: PrIvaEy, Statement :: Accessibility Statement :: Refund Statement Under Florida taw, 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 tadidonal mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(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 of8clal crmmuniotion 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 con be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® = ® R. M '• e SCCU I'II.VAI ETRI CS' https:lAvww.floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgtBNbEY5Va/o2boQT%2b6w7ahReglCQ8ucR6ixEBFhs7tvJgZewa/o3d%3d 2/2 3n/2ai9 Bus Home i La9 in I user Registration Hot Topia Florida Building Code Online Submit surcharge I Stats a Fags I Publications I ContaR Us BCIS Site Map I links I search Florida 01 _ pproval FI LE OPY d as r Product A p USER: PULLblic User }I� /^7 P mMtk�5f 3_ O I Pmtluct Aooroval enu> roduRO Apolicaa arc�> Application Li st> Applim Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email (;(XICEMED FASTENERS OR ATTACHMENTS �NTppESpO14SIBILffY OF ACTOR THE OR RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MAR 0 7 0'19 ST. Lucie ST. LUCIE COUNTY BUILDING REVIEWED FOR COMPLIANCE, PLANS AND PERMIT MUST BE SITE OR NO INSPECTIONS) 1 Tri-Built'Naterlal§ Gioup, LLC PO Box 70"� Rutherford, NJ 07070 (800) 516-1485 david.miz@tribuiltmg.com David Ruiz david.miz@tribulitmg.com BY St. Lucie County David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiitmaterialsgroup.com YES PROPOSED WORK THESE PLANS AND ALLORSTFIAT ARE SU&IECTTO ANY CORRECTIONS REQUIRED BY FlELDY ORD RTO CCOOMPLY WITH AAL APPLICABLE CODES. ofin �- ents" bnderiaym- -;' Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-59166 UL LLC 07/18/2020 John W. Knezevich, PE •,� Validation Checklist - Hardcopy Received FL16048 R6 COI 2017 01 COI Nieminen.odf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 year 2015 2005 2011 2012 2012 hfps:/lwvnv.floridabuilding.org/pr/pr_app_dd.asp)?param=wGEVXQwtDgtFPmdYiNDWmipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 112 3/7/2019 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description TI-6048.1 _ =6tlIlTRpo n er ayments Self-adfieriiig,.modlfied tiitumen roof underlal'mg 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports foam -on tile systems overtop the self -adhering underlayment FL16048 R6 AE 2017 09 FINAL ER- TRI— for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pdf 2.) Refer to ER Section 5 for other Umits of Use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpvrlaht 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 mall 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 emails provided may be used for official rommuniwtion 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 W the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®=®W SiCI1LIt�'AI hTRICS' https://www.floridabuilding.org/prlpr_app_dU.aspx?param=wGEVXQvADgtFPmdYiNDWrvvipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3da/o3d 2/2