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HomeMy WebLinkAboutPRODUCT APPROVALfICPIpA O6PApiMHNT OF `` Lr�'� ` _A ' Business & Professional Regulation J Don NCK Ae00r 00Ih DEPROIVI]WM3 GOnAcrinin dbdaR r ;A �,+ Product Approval y USER: Public User =` Pmduct Appmva>�> Eo2ifUy pr Agpllcaaon Search > Application List > AppllmUon Derail FL # FL16709-R4 Application Type Revision RECEIVED Code Version 2017 Application Status Approved MAR 0 8 2019 Comments ST., 6df:le Gi�mmyY N-irmi4mg Archived G' ---- Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.hamer@saint-gobain.com 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 Modified Bitumen Roof System SCANNED. BY St. Lucie County Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen 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 O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) _ I• � I I � L �u I-r •. 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16709.1 Fllntlastic Modified Bitumen SBS and APP modified bitumen roof systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL16709 R4 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL16709- R4.Ddf 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 FL16709 R4 AE 2017 09 FINAL ER CERTAINTEED MODBIT EL16709- R4,odf particular assembly for use in Zone 1 (field area) of the roof. Refer to ER Appendix for all systems and Created by Independent Third Party: Yes attachment limitations. 2.) Refer to ER Section 5 for Limits of Use. flack Neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 employer. �Copyright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses am public records. If you do not want your e-mail address released In response to a publicremNs 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), Flonda statutes, elfective October 1, 2012, licensees licensed under chapter 455, F.S. most provide the Department with an email address if they have one. The mails provided may be used for official communication with the limnsee. However email addresses am 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 Iimnsee under chapter 455, F.S., please dick here . Product Approval Accepts: ®®M i R -a p CCCllill\'A1 F 1'RI l'\ \I TRINITY I ERD APPENDIX 1: ATrACHMMT REQUIREMENTS FOR WIND UPLIFTRESISTANEE 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 4 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 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 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 polylsocyanurate, 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 polyisocyanurate 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 amordanca with FBC Chapter 16. This is already addressed in the tables that fallow via "N/A" reference if the baseline system is "Not Applicable" to Zone 1 design pressure requirements. 5. 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 banded base, ply or cap sheet applications. TABLEA: CDITAINTEco FLNTL STIC* MODIFIED BITUMEN COMPONENTS $. APPLICATION METHODS e Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Fllntlastic Base 20 (Base and Ply sheets, Asphalt- Applied) Hot asphalt at 20-40 lbs/square 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 (SBS, Asphalt -Applied) Ply Flintlastic Base 20, Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-401bs/square Flintlastic Cap 30; Fllntlastic Cap 30 CDolStar; Flintlastic FR Cap 30; Fllntlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Cap Flintlastic FR-P; Flintlastic FR-P CoclStar; Fllntlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20 T; FIIntlastic FR Base 20T SBS-TA (SBS, Torch -Applied) Ply Fllntlastic Base 20 T; Fllntlastic FR Base 20T Torch -Applied Cop Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 TCODIStar; Flintlastic GTS; FIIntlastic GTS-FIT; FIIntlastic GTS-FIT CoolStar; FlintClad Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL36709-R4 Certificate of Authorization d9503 file EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic* Modified Bitumen Roof Systems; (610) 651-SS47 Appendix 1, Page 1 of 14 , 1 RINITY I ERD TABIe A (CONTINUED): CERTAINTEED FUNrtuumC6 MODIFIED BRUMEN COMPONENTS &APPLICATION METNODS 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 STAPIus; Flintlastic GTA; FIIntlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA (SBS, Self -Adhering) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; FIIntlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 8. "MOP" = 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(R) Zone Ultimate Design Wind Speed -V„n lmph)- FBC Figures 1609A, 1609E or 1609C 120 130 140 Ss0 160 170 180 Open s1ope52.4' 0<h<30 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 2 -19.4 -22.7 -26A -303 -34.4 -38.9 -43.6 3 -38.0 -44.6 -51.7 -59A -67.5 -76.2 -855 unobstructed now 30<h<40 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 2 -21.0 -24.7 -29.6 -32.9 •37.4 -42.2 -47.3 3 41.2 48.4 -56.1 •64A -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 -46.3 -523 -58.6 3 -39.2 -46.0 -53A -61.3 -69.7 -78.7 -88.2 slope 47' 30<h<40 1 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -379 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 12.4' 15<h<20 1 -16.3 -19.1 -22.2 -25A -28.9 -32.7 -36.6 2 -24.9 1 -29.2 -33.9 -38.9 -44.3 •50.0 -56.0 3 48.8 -57.3 -66.5 -75.3 -86.8 -98.0 -109.9 C unobstructed Row 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 -42A -48.2 -54.4 -61.0 3 -53.2 -62.4 -72A -83.1 -94.6 -106.7 -119.7 30<h<40 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -423 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, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for F1.16709-114 Certificate of Authorization #9503 67"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nleminen, PE-59166 CertainTeed FIIntlastic° Modified Bitumen Roof Systems; (6101651-5847 Appendix 1, Page 2 of 14 �I TRINITY ERD TABLE B (CO WINUED): ROOF CLADDING DESIGN PREssuRES, ALLOWABLE STRESS DESIGN, PASD (PSF) Exposure osure Enclosure Roof Height(h) lone e V Design Wind Speed - it (mph) 120 130 140 350 160 170 190 0 < h < 15 1 -18.9 -22.1 -25.7 -295 -33.5 -37.8 -42A 2 -31.6 -37.1 -43.1 -49A -56.3 -63.5 -71.2 3 -47.6 -55.9 -64.8 -74A -84.7 -95.6 -107.1 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 -75A 3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2 -113.5 C 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 1 -74.7 -85.8 -97.6 -110.2 1 -123.5 30 < h < 40 1 -23.1 -27.1 -31A -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 -25A -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 -97.3 -99.4 -112.2 -125.8 Open slope <2.4- 15<h<20 1 -19.5 -22.9 -26.6 -305 -34.7 -39.2 -44.0 2 -29.9 -35.1 -40.7 -46.7 -53.1 -60.0 -673 3 -58.6 -68.8 -793 -91.6 -104.2 -117.6 -131.9 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 1 -111.9 -126.3 -141.6 30 < h <40 1 -22.1 -2.5.9 -30.0 -34.5 -39.2 -443 -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 D 0 < h < 15 1 -22.9 -26.8 -31.1 -35.7 -40.6 45.9 -51A 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 -37A -42.6 48.1 -539 2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 3 -60.5 -71.0 -82.4 -945 -107.6 -121.4 -136.1 slope < 7' 20 < h < 30 1 -25.7 -30.2 -35.0 -40.2 1 -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 -543 -60.9 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 1 40.2 -93.0 -106.8 -1215 -137.2 -153.8 Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report C40710.12.13-114 for FUG709-R4 Certificate of Authorization 09503 6'" 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 3 of 14 'Tu \ TRINITY1 ERD TABLE 4: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE:, W= MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); " Y= MINI MUM R OF STAGGERED CENTER ROWS; Z=MAXIMUM CENTER ROW FASTENER SPACING (INCH D.C.) Base Sheet Roof Cover System No. Deck (See Note 1) Base I Fasteners Attachment Ply Cap MOP (psf) At Lap Staggered Center Row(s) W X Y Z SYSTEM DESCRIPTION WITH ZONE I' (Fuu.D AREA) BASESHEETATTACHMENT: - _ W4 Min. 19/32e N plywood; See Note 1 FIIntlastic SA NallBase 32 go., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank nails 2 8 3 8 (Optional) 5B5- SA 5B5-SA -60.0 SYSTEM W-4, ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed—V„a(mph) Exposure Enclosure Roof Height(R) Zone 120 1 130 140 350 560 170 180 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 S. 0 4h<30 3-Corners 8 3 8 8 3 e 8 3 _. 8 8 3 8 7 3 Z 6 3 fi 5 4 5 Open 2-Perimeters - 8 3 8 8 3 8 8 3 8 8 3 8 ,8 3 8 e 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 S 5- 4 5 B 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 e 3 8 8 3 8 04h<30 3-Corners 8 3' '8 8 3 8 8, 3 8 8 3 8 7 3 7 5 3 5 4 3 4 Enclosed 2-Perimeters 8 3. 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 e 3 8 30 <h <q0 3-Corners 8 3 8 8 3 8 - 8 3 8 7 3 7 5 3 5 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 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 5. 2-Perlmeters 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 4 5 5 4 5 5 5 5 C Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 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-Perlmeters 8 3 1 8 8 3 8 8 3 8 8 3 8 8 ,3 8 8 3 8 6 3 fi_ 304h<40 — 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 Tdnityl ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 Certificate of Authorization X9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 Prepared by: Robert Nleminen, PE-59366 CertainTeed FIIntlastic' Modified Bitumen Roof Systems; (610) 651.5847 Appendix 1, Page 11 of 14 -4 RINITY I ERD TABLE 4(CONTINUED): WoOo DECKS.- NEW CONSTRUCTION OR REROOF(TEAR-OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET,. BONDED ROOF COVER NOMENCLATURE: W- MINIMUM SIDE LAP WIDTH (INCH);X=MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y= MINIMUM If OF STAGGERED CENTER ROWS; Z =MAXIMUM CENTER ROW FASTENER SPACING (INCH D.C.). _ SYSTEM W-4; ZONE 2 & 3; PERIMETER & CORNERAREA'BASE SHEET ATTACHMENT: _ II Ultimate Design Wind Speed— V, (mph) Exposure Enclosure RoofHeight Zone 120 130 240 150 160 170 180 X. Y Z X Y Z X Y Z X Y Z X Y Z X Y Z K 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:i35 3-Garners 8 3 8 8 3 8 7 3 7 6 3 6 4 3. 4 4 3 4 4 4 4 IS ch <20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3. 8 7 3 7 5 3 5. "-' — 3-Corners 8 3 8 8 3 8 7 37 5 3 5 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 'S 3 5 20 <h <30 3-Corners 8' 3 8 7 3 7 6 3 6 4 3 4 4 d. 4 4 4 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 1 8 8 3 8 7 3 7 5 3 5 4 3 4 30<h<40 3-Corners 8 3 8 7 3 7 5- 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 fi 3 6 5 4 5 5 5 5 4 5 4 4 S � 4 ' 2-Perlmeters 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 fi 4 6.. 5 4 5 5 5. 5. 4 5 4 4 5 4 Open 2-Perimeters 8 3' 8 8 3 8 8 3 S. 8 3 8 _8 3 8 6 3 6 6 4 6 20<hc30 3-Corners 8 3 8 6 3 6 5 4� 5 5 4 5 5 i 5 4 5 4 4 S 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 37 j 6 4 fi 5 4 5 S 5 5 4 5 4 4 5 4 4 6 4 D 2-Perimeters 8 38 1 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 0 <h<15 3-Corners 8 3 8 1 7 3 7 - 5 3 5 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 4 3 4 4 3 4 15 <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� B. 7 3 7 5 8 5 4 3 4 4 3 4 20<h <30 3-Corners 7 3 7 5 3 5 4 3 4 4 3 4 4 4 � 4 4 5 4 4 6 4' 2•Perlmeters 8_ 3 8 8 3 8 8 B 8 7 3 7 4 3' 4 4 3 4 30 <h <40 - N/A 3-Corners 7 3 1 7 4 3 4 4 3 4 4 1 4 1 4 4 5 4 4 5 4 T Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report C40710.12.13-114 for F1.36709-114 Certificate of Authorization 09503 6EDITION (2017) FBC NON•HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed FllntlasticO Modified Bitumen Roof Systems; (610) 651-5947 Appendix 1, Page 12 of 14 T Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report C40710.12.13-114 for F1.36709-114 Certificate of Authorization 09503 6EDITION (2017) FBC NON•HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed FllntlasticO Modified Bitumen Roof Systems; (610) 651-5947 Appendix 1, Page 12 of 14