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HomeMy WebLinkAboutTRINITY PAPERWORK0 W W U W ST. LUCIE COUNTY BUILDING DI ON REVIEWED FOR OMPLIANCE � REVI E Y ILE C0Pl(ei2v,,:z rTRINITYERD DATE 1�02_OZ�1 PLANS D PER IT MUST BE KEP N JOB INSPECTION(S)OR NO WI E MADE APPE! 1:ATTACHMENT REQUIREMENTS FOR WIND UPUFT 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 SCANNED 6-8 3 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover BY 9-10 4 Wood New,IReroof(Tear-Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover St. Lucie County 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. THESE PLAN) AND ALL PROPOSED WORE: 2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gyp_l rbaWBdMTdT0dLNVl1QRRW Sf 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. REQUIRED BY FIELD INSPECTORS THAT 3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APP_IC�BLE CQD�F��S. 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 alrea y a dresse in t e apes that follow via "NW 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 bonded base, ply or cap sheet applications. TABLE A: CERTAINTEED FUNTULSTIC* MODIFIED BITUMEN COMPONENTS & APPumT10N METHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (BaS. din Ply sheets, Asphalt- Hot asphalt at 20-40lbs/square ApplIeW Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultm Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base BSA B5, alt-Applied) Flintlastic Cap 30; Flintlastic Cap 30 CooLStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Hot asphalt at 20.401bs/square _ Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; s Flintlastic GMS CoolStar r Base Flintlastic Base 20T, Flintlastic FR Base 20T Lj m Ply Flintlastic Base 20T, Flintlastic FR Base20T ISS-TI�S Torch -Applied Flintlastic FR Cap 30 T, Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; (SBS, Tfi h-Applied) LA Cap FlintClad Exterior Research and Design, LLG d/b/a Tdnityl ERE) Certificate of Authorization U9503 Prepared by: Robert Nieminen, PE-59166 CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILITY OF THE CONTRACTOR OR RECORD 6' EDF I ON (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-PA Revision 4: 09/14/2017 Appendix 1, Page 1 of 14 ,, I KINITIY ERD TABU A (CONTINUED): CERTAINTEED FUNt1/LSDC9 MODIFIED BITUMEN COMPONENTS & APPLICATION 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 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; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar I 8. "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. r TAtILE B: ROOF CLADDING DESIGN PREssuRES,AUAWAatE STRESS DESIGN, PASD (PSF) Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed -V„u(mph)- FBC Figures 1609A, 3609E or 1609C 220 130 140 250 160 170 180 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 -52.7 -59.4 -67.5 -76.2 -85.5 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 -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 -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 1 -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 -44.3 -50.0 -56.0 3 -48.8 -57.3 -66.5 -76.3 -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 :8 -48.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 $3.1 -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 -56A -66.2 -76.9 -88.2 -100.3 -113.3 -127.0 Exterior Research and Design, LLC. d/b/aTrinity)ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic- Modred Bitumen Roof Systems; (610) 651-5847 Appendull, Page 2 of 14 "rJNITY I ERD TABLE B (CONTINUED): ROOF CIADDING DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASO (PSF) Exposure Enclosure Roof Height (it) Zone Ultimate Design Wind Speed -V„rc(mph) 120 130 140 15O 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 -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 -75.4 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 -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<2.4° 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 A6.7 -53.1 -60.0 -67.3 3 1 -58.6 -69.8 -79.8 -91.6 -104.2 -117.6 -131.9 unobstructed now 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 1 -57.1 -64.4 -72.2 3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3 -141.6 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 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 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 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 -98.5 -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 13.3 -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, U.C. d/b/a Trinity)ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 Certificate of Authorization 89503 6r" 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 �I TRINITY ERD TABLE 1: WOOD 'DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF); SYSTEM TYPE A: MECHANICALLYATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH (INCH);X= MAXIMUM SIDE LAP FASTENERSPACING(INCH D.C.); Y=MINIMUM# OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENERSPACING(INCH O.C.) Anchor Sheet Base Insulation Top Insulation Roof Cover Attach System Deck MOP No. (See Note 1) Type Fasteners At Lap Staggered Type Attach Type Attach Base Ply Cap (psf) Center Rows w I x I v I Z SYSTEM DESCRIPTION WITH ZONE 1(FIEID AREA) ANCHOR SHEETATTACHMENT: Glasbase, All 32 ga., 1-5/8- Min. 1.5-inch Min. 0.25-Inch (Optional) Min. 19/32- WeatherEmpire, inch dia. tin ACFoam 11, Hot DensOeck primed Hot BP -AA, BP -AA, SBS-AA, W-1 inch plywood; Flexiglas'Base, caps with 11 3 8 3 8 FlintBoard ISO, asphalt, with ASTM D41 asphalt, SBS-AA, SBS-AA, SBS-TA or -52.5 See Note PolySMS or nails ring full primer or DensDeck full SBS-TA or or APP-TA Ultra Poly SMS shank nails shank or Multi- ax FAld or Multi -Max FA3 coverage Prime coverage APP TA APP-T APP TA SYSTEM W-1; ZONE 2 &3; PERIMETER & CORNERARFA ANCHORSHEEr ATTACHMENT: Ultimate Design Wind Speed — V„ x (mph) Exposure Enclosure Roof Hight Zone 120 130 140 350 160 170 180 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 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 Open 2-Perimeters 8 3 B 8 3 B 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 30<h<40 3-Corners 8 3 8 8 3 B 7 3 7 7 3 7 7 4 7 6 4 6 7 5 7 B 2-Perimeters 8 3 8 9 3 8 8 3 8 8 3 8 8 3 8 8 3 6 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 B 3 8 8 3 8 8 3 B 7 4 7 7 4 7 30<h<40 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 7 5 7 2-Perimeters 8 3 8 B 3 8 8 3 8 8 3 8 8 3 8 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 6 5 6 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 f73 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 6 5 6 C Open 2-Perimeters 8 3 B 8 3 8 8 3 B 8 3 8 8 3 8 7 7 � 3 7 20 <h<303-Corners 8 3 87 3 7 6 3 6 6 4 6 7 5 7 6 N/A 2-Perimeters 8 3 8 B 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 1 4 6 6 5 6 N/A N/A Exterior Research and Design, U.C. d/b/a Trinity) FAD Evaluation Report C40710.12.13-R4 for FUG709-PA Certificate of Authorization #9503 6r" EDITION (ZOl7) 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 4 of 14 ME RINITY ERD TABLEI(C0NTINUED): 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 TAP FASTENER SPACING (INCH D.C.); Y = MINIMUM If OF STAGGERED CENTER ROWS; 2= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM WI; ZONE Z & 3; PERIMETER & CORNER AREA ANCHOR SHEET ATTACHMENT: Ultimate Design Wind Speed —V„n (mph) Exposure Enclosure Roof Height Zone 120 130 140 ISO 160 170 180 X Y IY Z 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 6 3 6 0<h<15 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A C Enclosed 2-Perimeters B 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 20<h<30 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 B 8 3 1 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 1 8 7 3 7 8 4 B 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 2-Perimeters 8 3 8.. 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 B 4 8 15 <h<2D 3-Comers 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 20 <h <30 3-Corners 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A N/A 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 B 7 3 7 8 4 8 S 5 8 30<h540 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 fi 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 15 <h<20 3-Comers 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 7 3 7 6 3 6 7 4 7 6 F4 6 20 < In <30 N/A 3-Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A 2-Perimeters 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7 30 < h <40 N/A 3-Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A Exterior Research and Design, U.C. d/b/a Tdnity(ERD Evaluation Report C40710.12.13-R4 for FL16709-R4 Certificate of Authorization 09503 6r" EDITION 12017) 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 5 of 14 VTaINITYIERD TABLE 2: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPE C: MECHANICALLYATTACHED INSULATION, BONDED ROOF COVER system Deck Base Insulation Layer Top Insulation Layer Roof Cover I MOP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) SYSTEM DESCNPBON WITH ZONE S IFIEIO AREA) INSULATION ATTACHMENT:. _ Min.1.5-Inch ACFoam 11, ENRGY 3, H- fast 3 in. Insulation Pattern #1 Min. 19/32-Inch (Optional) One or more layers, Shield, Multi -Max FA3 or FIImBoard ISO es with FfrtFast#12 F-P 2 1 per 2 ft SBS-SA (Optional) SBS-SA -45.0 W-2 plywood; See Note 1 any combination, loose laid primed with FlintPrime or FlintPrime SA 14 SBS-SA Note: Board ands[ress plates Shall be primed with FlintPrimefor all Zone 2& 3 instollations INSUUITION_ATTACHMENT PATTERN REFERENCES: PATTERN #1: PATTERN 012: PATTERN #3: PATTERN #4: PATTERN #5: 1per 2ftr 1per 1.45 ft' 1.33 ftz 1per 1.14 fe 1per1ft' II '' LJ`1per + + + + + + + + + + + + t " + + + t' " + + + + + + + + + + + + + a + + + + a 9 y y T + T E + + + 9q ry m ty a + m O ® + + + + ® + + + + y + T _tlI mO + + + f71 + + + it S c D C + + + + + + (gyp + + + m + LL LL + + + m + + + + b y + + + + + + + + + + + + + + + + SYSTEM W-2; ZONE 1, 2 & 3, FIELD, PERIMETER& CORNER AREA INSUMPON ATTACHMENT:' Roof Height Ultimate Design Wind Speed —V„a(mph) Exposure Enclosure (ft) Zone 120 130 140 350 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters 111 #1 #1 #1 #1 #1 #1 0<h<30 3-Corners #1 41 #2 - #2 #4 #5 #5 B Open 1-Field #1 #1 #1 #1 #1 #1 #1 2-Perimeters #1 #1 111 #1 #1 #1 #2 30<h<40 3-Corners #1 #2 #2 12 #4 #5 N/A Exterior Research and Design, LLG d/b/a Trinity IERD Certificate of Authorization 99503 6rH EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL36709-R4 Revision 4:09/1412017 Appendix 1, Page 6 of 14 m ei N eel T e'1 N T Z Z S R Z## Z# R Z## Z## Z# Z 2 zw �y A E E Z E tt Z E E Z O u 0 C O O m n N R#### S R S R R S A R A Z E A Z A A A A# Z## Z## Z z E 0 si � v 2 d N m 9 N rl �4 T ti rl M a} ei VI e'I VI et � N y ei N V1 �4 N VI rl T � 3 Q k m S N i E � Cw C T f w c T y e1 2 R# 3 A# Y E# A tt 4 R h 4 h# R R R 3 R S R R 4 2 L L R C u z ¢ i O O C a 2 F LL S a a ` nd aa N au N Nwc ma�. 12 vv- w wE aI+- iE wE vLL dE E E LL .: ami E wm 0 LL wd E 0 m E ELLcOw 0 u 0 LL v E w12d E Z Q N 6 R1 6 (YI T 6 T d T T NI 6 C N N N N N N N N N N C vi vl vl vl VI vl vl v1 v o o o Z o I N Y W LL d a a U O c w w � m 3 N w N 3 12 2 m o m U N n O u TABLE 2 ( VTRINITYIERD 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 & CORNERARM INSULATION ATTACHMENT: Roof Height Ultimate Design Wind Speed —V,a,(mph) Exposure Enclosure Zone (ft) 120 130 340 150 160 170 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<15 2-Perimeters #1 #1 #1 #1 #2 #2 #3 3-Corners #2 #4 #4 N/A N/A N/A N/A 1-Field #1 111 #1 #1 #1 #1 #1 15<h<20 2-Perimeters #1 #1 #1 #2 #2 #2 #4 3-Corners #2 #4 #5 N/A N/A N/A N/A Open 1-Field #1 #1 #1 #1 #1 #1 #2 20<h<30 2-Perimeters #1 #1 #1 #2 #2 #3 #4 3-Corners #3 #4 #5 N/A N/A N/A N/A 1-Field #1 #1 #1 #1 111 #1 #2 30<h<40 2-Perimeters #1 #1 #2 #2 #3 #4 #4 3-Corners #4 #5 N/A N/A N/A N/A N/A D 1-Field #1 #1 #1 #1 #1 #2 #2 0<h<15 2-Perimeters #1 #1 #2 #2 #4 #5 45 3-Corners #2 #4 #5 N/A N/A N/A N/A 1-Field #1 #1 #1 #1 #1 #2 #2 15<h<20 2-Perimeters #1 #2 #2 #3 #4 #5 N/A 3-Corners #3 #4 #5 N/A N/A N/A N/A Enclosed 1-Field #1 #1 #1 #1 #2 #2 #2 20<h<30 2-Perimeters #1 #2 #2 #4 #5 #5 N/A 3-Corners #3 #5 N/A N/A N/A N/A N/A 1-Field #1 #1 1 1 #1 #2 #2 30<h<40 2-Perimeters #2 #2 #3 #4 #5 N/A N/A 3-Corners #4 45 N/A N/A N/A N/A Exterior Research and Design, U.C. d/h/aTdnkylERD Certificate of Authorization #9503 6T" EDITION (2027) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 CertainTeed FlintlastiO Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4:09/14/2017 Appendix 1, Page 8 of 14 Exterior Research and Design, U.C. d/h/aTdnkylERD Certificate of Authorization #9503 6T" EDITION (2027) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 CertainTeed FlintlastiO Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4:09/14/2017 Appendix 1, Page 8 of 14 MOWN Mm \,�,l TRINITY I ERD TABLE 3: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPED: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE UP WIDTH(INCH);X=MAXIMUM SIDE UP FASTENER SPACING (INCH D.C.); Y =MINIMUM # OF STAGGERED CENTER ROWS, Z = MAXIMUM CENTER ROW FASTENERSPACING (INCH O.C.) Insulation Layers) Base or Anchor Sheet Roof Cover Attach System No. Deck (See Note 1) Type Attach Base Fasteners Ply Cap MOP (Psf) At Lap Staggered Center ROWS(s) W X Y Z SYSTEM DESCaIPnON WNH ZONE I (FIELD AREA) BASE SRD7ATTACHMENT: W-3 Min. 15/32- Inch plywood; See Note Min. 1.5iinch, One or more layers, any combination Prelim Attach. Glasbase; Flexiglas; Flintlastic Base 20; Poly Base; Ultra poly SMS Base;; Yosemite Flintfast 3In. Insulation Plates with FlintFast #12 or#14 4 6 3 6 (Optional) BP -AA, SB5-AA, 585-TA or APP TA SB5-AA, SB5-'TA or APP TA -97.5 SYSTEM W-3; ZONE 2 & 3; PERIMETER & CORNERAREA BASE SNEETATTACHMENT: Ultimate Design Wind Speed — Vun (mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Open 2-Perimeters 6 3 6 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 6 3 6 6 3 6 6 3 6 6 3 6 B 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 O<h<30 3-Corners 6 3 6 fi 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 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 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 1 3 6 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<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 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 6 3 6 6 3 6 7 4 7 C Open 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-Comers 6 3 6 6 3 fi 6 3 6 6 3 6 6 1 3 1 6 7 1 4 7 6 4 6 2-Perimeters - 6 3 6 6 3 6 6 1 3 6 6 3 6 6 3 6 6 3 6 6 3 6 30<h<40 3-Comers 6 3 6 6 3 6 6 1 3 6 6 3 6 7 4 7 6 4 6 6 4 6 Exterior Research and Design, LLG d/b/a Trinity IERD Evaluation Report C40710.12.13-R4 for 11.I670944 Certificate of Authorization #9503 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) 651-5947 Appendix 1, Page 9 of 14 1 rTRINITY ERD TABLE 3 (CONTINUED): WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER; SYSTEM TYPED: INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCLATURE: W= MINIMUM SIDE LAP WHIM (INCH);X=MAXIMUM SIDE LIP FASTENER SPACING (INCH D.C.); Y= MINIMUM d OF STAGGERED CENTER ROWS; Z=MAXIMUM CENSER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-3; ZONE 2 & 3, PERIMETER & CORNERAREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed —V„ n (mph) Exposure Enclosure Roof H'ight Zone 120 130 140 150 160 170 180 X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 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-Comers 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 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 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 fi 3 b 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 j 3 j 6 6 3 6 6 3 6 6 3 6 30<h<40 rn 3-Coers 6 3 6 6 3 6 6 3 6 6 3 6 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 O<h<15 3-Comers 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 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 6 3 6 7 4 7 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 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 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 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 520 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 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<hc30 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 1 3 6 7 4 7 30<h<40 3-Corners 6 3 6 6 3 6 6 3 1 6 1 6 1 4 6 1 6 4 6 6 5 6 1 6 5 6 Exterior Research and Design, U.C. d/b/a Timityl ERD Evaluation Report C40710.12.13-R4 for FU6709-PA Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastie Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 10 of 14 rTRINITY ERD TABLE 4: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCIATURE: W= MINIMUM SIDE LAP WIDTH (INCH);X=MAXIMUM SIDE LAP FASTENER SPACING (INCH D.C.); Y= MINIMUM NOF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) Base Sheet Roof Cover System Deck Attachment MOP (psf) At Lap Staggered Center Row(s) No. (See Note 1) Base Fasteners Ply Cap W X Z ^I SYSTEMDESCRIPTION WITH ZONE 1(FIEW ARM). BASE SHEET ATTACHMENT: W4 Min. plywood; N plywood; See Note 1 Flintlastic SA NallBase 32 ga.,1-5/8-Inch dia. tin caps with 11 ga. annular ring shank nails 2 8 3 B Optional)SBS- SBS-SA -60.0 SYSTEM W-4; ZONE 2& 3; PERIMETER & CORNERARFA'BASE SHEET ATTACHMENT: Uhimate Design Win d—V„rc(mph) Exposure Enclosure RootH'ight Zone 220 130 140 S50 160 170 180 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 8 0<h<30 3-Corners 8 3 8 8 3 8 8 3 8 8 3 B 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 S 3 B 30 <h <40 3-Corners 8 3 8 8 3 8 6 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 8 3 8 8 3 8 0<h<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 8 3 8 30<h<40 3-Corners S 3 8 a 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 2-Perimeters 8 3 8 8 3 8 8 3 8 8 1 3 8 8 3 8 8 3 B 8 3 8 15 <h <20 3-Comers 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 9 3 8 8 1 3 B 8 3 8 8 3 6 8 3 9 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 B 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 6 3 6 30<h<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, LLE d/b/a TrmityIERD Certificate of Authorization 09503 6'H EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4:09/14/2017 Appendix 1, Page 11 of 14 rT� \Q TRINITY I ERD TABLE 4 (CONTINUED): WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCIATURE: W= MINIMUM SIDE LAP WIDTH (INCH); X = MAXIMUM SIDE LAP FASTENERSPACING(INCH D.C.); Y= MINIMUM # OF STAGGERED CENTER ROWS, Z=MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) SYSTEM W-0; ZONE 2 & 3; PERIMETER & CORNER AREA BASE SHEET ATTACHMENT: Ultimate Design Wind Speed — V„, (mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 1 170 180 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 7 3 7 < 0<h15 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 B' B 3 8 8 3 8 7 3 7 5 3 5 15 <h<20 3-Comers 8 3 B 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 8 3 8 B 3 8 7 3 7 7 3 7 5 3 5 20<h<30 3-Corners 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 5 3 5 4 3 4 30<h<40 3-Comers 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 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 Open im 2-Pereters 8 3 B 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 a 5 a 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-Comers 7 3 7 6 4 6 5 4 5 5 5 5 4 5 4 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 1 5 1 4 3 4 0<h<15 3-Corners 8 3 8 7 3 7 5 3 5 4 3 4 4 3 4 4 4 1 4 4 5 4 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 4 4 3 4 15 <h<20 3-Comers 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 4 5 4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 4 3 4 20<h<30 3-Garners 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4 t34 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 4 3 4 4 30 <h<40 N/A 3-Comers 7 3 7 4 3 4 4 3 4 4 4 4 4 5 4 4 Exterior Research and Design, LLC. d/b/a TrinitYIERD Evaluation Report C40710.12.13-R4 for FL16709-PA Certificate of Authorization #9503 CH 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 I ERD TABLES: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF); SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOMENCUITURE: W=MINIMUM SIDE UP WIDTH (INCH);X=MAXIMUM SIDE UP FASTENERSPACING(INCH O.E.); Y=MINIMUM# OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENERSPACING(INCH O.C.) Base Sheet Roof Cover System Deck Attachment MDP (psf) A[ Lap Staggered Center Row(s) No. (See Note 1) Base Fasteners Ply Cap W X Y Z SYSTEM DESCRIPTION WITH ZONE 1(FIEU) AREA) BASE SHEET ATTACHMENT: W5 Min. 19/32-inch plywood; See Note Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra poly SMS Base; Yosemite 32 ga.,1-5/8-inch dia. tin ups with 11 ga. annular ring shank nails 4 8 3 8 BP -AA, SBS-AA, SBS-TA or APP- TA SBS-AA, SBS-TA Or APPTA -60.0 SYSTEM W-5; ZONE 2 & 3; PERIMETER & CORNERAREA BASE SHEETATTACHMENT: Ultimate Design Wind Speed - Vux (mph) Exposure Enclosure Roof Hight Zone 120 130 140 150 160 170 280 % Y Z X Y Z X Y Z X Y Z X Y Z % Y Z % 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 B 3 8 8 3 8 8 3 B 7 3 7 6 3 6 5 4 5 Open 2-Perimeters 8 3 8 8 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 6 3 6 5 3 5 5 4 5 B 2-Perimeters 8 3 8 8 3 8 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 8 3 8 7 3 7 6 3 6 6 3 6 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 7 3 7 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 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 9 1 3 8 0<h<15 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 5 3 5 5 4 5 4 4 4 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 4 5 5 4 5 4 5 4 C Open 2-Perimeters 8 3 8 B 3 8 8 3 8 8 3 8 8 3 8 8 3 B 7 3 7 20<h<30 3-Corners 8 3 8 7 1 3 7 6 3 6 5 3 5 5 4 5 5 5 5 4 5 4 - 2-Perimeters 8 3 8 8 3 8 8 3 8 B 3 8 8 3 88 3 B 7 3 7 30<h<40 rn 3-Coers 8 3 8 7 3 7 6 3 6 5 4 5 5 5 5 4 5 1 4 1 4 5 4 Exterior Research and Design, LLG d/b/a Trinity END Certificate of Authorization #9503 Prepared by: Robert Nieminen,PE-59166 bra EDITION (2027) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL16709-R4 Revision 4:09/14/2017 Appendix 1, Page 13 of 14 i l_u \�J TRINITY J ERD TABLES (CONTINUED): 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= MINIMUM d 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: Ultimate Design Wind Speed — V„ X (mph) Exposure Enclosure Roof Height Zone 120 130 140 150 160 170 280 X Y Z X Y Z X Y Z X Y 2 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-Comers 8 3 8 8 3 8 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 7 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 6 3 6 5 3 5 30<h <40 3-Comers 8 3 B 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 7 3 7 0<h<IS 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 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 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 4 6 20<h<30 3-Corners 7 3 7 6 3 6 5 4 5 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 30<h<40 3-Corners 7 3 7 6 3 6 5 4 5 4 4 4 4 5 4 4 6 4 N/A D 2-Perimeter 8' 3 8 8 3 B 8 3 8 B 3 8 7 3 7 6 3 6 5 1 3 1 5 0 <h<15 3-Corners 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 1 3 6 4 3 4 15 <h<20 3-Corners 1 8 1 3 1 8 1 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 3 7 6 3 6 5 3 5 4 3 4 20<h<30 3-Corners 7 3 7 6 j 3 j 6 j 4 j 3 4 4 3 4 4 4 4 4 5 4 4 6 4 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 4 3 4 30 < h < 40 N/A 3-Corners 7 3 7 6 3 6 4 3 4 4 4 4 4 5 4 4 5 4 Exterior Research and Design, tLC d/b/aTriaMERD Certificate of Authorization 09503 67' EDITION (2M7) FBC NON-HVHZ EVALUATION Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-114 for FL16709-R4 Revision 4:09/1412017 Appendix 1, Page 14 of 14 FILE COPY RECEIVED FEB 21 2019 ST. Lucie county, Permitting NNEMIDjetc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE SA Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover ny 7 iC Wood New. Reroof (Tear -OM or Recover C Mech. Attached Insulation. Bonded Roof Cover rn11 1D Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover \ 10-12 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 1%^- 13-15 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 58 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SO CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet. Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 51 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documentedlthrough proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast 414 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast914 Fastener with Flinti'ast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. D Steel Deck: CMG 012 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 31n.Galvalume Steel Plate, Dekfast 912 or#14 with Hex Plate or3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. D Structural Concrete: OMG 414 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast 414 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast 414 Fastener with FlintFast 3' Insulation Plates. Minimum 1-inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. NEMO ETC, LLC Evaluation Report 3520.03.04-1121 for FL2533-R20 Certificate of Authorization #32455 6'a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 06/20/2018 Prepared by: Robert Niendnen, PE-59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5947 Appendix 1, Page 1 of57 NNEMO I etc. 3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for, or! nstal led beneath rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 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. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. D Hot asphalt (HA): Full coverage at 25-30lbs/square D Ashland Pliodeck (A-PD): Continuous 0.75 Inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layerbelow. D Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 Inch wide ribbons, 12-Inch o.c. D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (06500): Continuous 0.75-inch wide ribbons,12-Inch o.c. (PaceCart or Spotshot) ➢ ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons,12-Inch o.c. ➢ Note: When multiple loyersis) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall bestaggered from layer -to -layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are Flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below maybe used as a drop -in for the equivalent thicker material listed in the table: D Ashland Pliodeck (A-PD) @ 12-Inch o.c. MDP -105.0 psf (Min. 1.0-Inch) ➢ Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0.1nch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-Inch) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min.1.0-Inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): MDP -157.5 psf (Min. 1.0-Inch) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3) D OMG OlyBond 500(08500): MDP -187.5 psf (Min. 0.5-Inch ISO 95+GQ ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch ENRGV 3) ➢ OMG Olyeond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3, shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/5PRI WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk- carrythe limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 20161 for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure forthe selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. NEMO ETC, LLC Evaluation Report 3520.03.04-R21 for FL2533-RZO Certificate of Authorization #32455 6mEDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 06/20/2018 Prepared by: Robert Nieminen, PE-59166 Certain7eed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57 NNEMO I etc. 12. For existing substrates In a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or TestingAppliation Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D, the insulation is optional. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-Inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1 15. Unless otherwise noted, refer to the following references for bonded base, ply or Cap sheet applications. CERTAINTEED FLINTI-ASTIC MODIFIED BITUMEN COMPONENTSMETHODS REFERENCE LAYER MATERIAL APPLICATION - BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base asvJ Ply sheets, Asphalt -Applied) Hot asphalt at 20-40lbs/square ply One or more Flin[glas Ply 4; Flin[glas Premium Ply BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30- (ease, Spot Asphalt -Applied) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid (Base, spot-Asphalt-Applled) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced IBase, strip -Asphalt -Applied) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 15 gal/square BP CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6-Inch D.C. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA (SBS, Asphalt-Applled) Hot asphalt at 20-40lbs/square 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 Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CAI Note: Base ply cures overnight prior to application of the ply or Cap ply. Flinteond Brush or Karnak No. 81 Cold Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base (585, COW -Applied) Process Modified Bitumen Adhesive Brush Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Grade at 1 gal/square Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20; Flintlastic 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 (595, CdW-Applied) Henry 4903 Adhesive at 1.5 gal/square. Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR.P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar MEMO ETC, LLC Evaluation Report 3520.03.04-R21 for FL2533-R20 Certificate of Authorization #32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 06/20/2018 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 57 NNEMO I etc. REFERENCE LAYER MATERIAL APPLICATION Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane (SBS,cpld-Applied) Cap Flintlastic Cap 30; FlintlartiC Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Adhesive, beads spaced 5-inch o.c. Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; FIIntastic GMS; Flintlastic GMS CoolStar Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS-TA Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20T (SB5,TorchApplled) Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar, FlintClad Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP TA (APP, TprchapPlied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA-H Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering (SSS, Seif-Adhertpg."vbrid Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS-SA Self -Adhering Ply Flintlastic SA PlyBase; FlintlasticSA Mid Ply (sgs,seif-Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar, Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP limitations. The lesser of the MOP listings below vs. those in Table 3A applies: OPTION If VAPOR BARRIER 0 rMOP listings below vs; those VAPOR BARRIER in Table 3A applies) INSULATION ADHESIVE MOP(PSF) PRIMER TYPE ATTACH VB-1. FlintPrime Flintlastic SA PlyBase Self -adhering OB500,12-incho.c. -12.5 VB-2. FlintPrime Flintlastic GTA Torch -applied M-OSFA or M-PG3, 12-inch o.c. -420.0 VB-3. FlintPrime Flintlastic Base 20 T, Flintlastic FR Cap 30 T or Flintlastic GTS Torch -applied M-OSFA or M-PG1, 12-inch o.c. -495.0 17: "MDP" = Maximum Design Pressure is the result oftesting for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report 3520.03.04-R21 for FL2533-1320 Certificate of Authorization 432455 6r"EDITION (2017) FBC NON-HVH2 EVALUATION Revision 21:06/20/2018 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems, (610) 651-5847 Appendix 1, Page 4 of 57 I NNEMOIetc. TABLE IE'2: WOOD ROO[TEAR-OFF) OR RECOVER SYSTEIVITYPEE: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP No. (Note 1) Base Fasteners Attach Ply Cap (Pst) Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) BP- W 89 Min. 15/32-inch plywood Base 20; PoIy SMS Base; Ultra FlintFast #12 or #14, Trufast 3" Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in three AA, SBS-AA, SBS-AA, SBS- g7 5 at max 24-Inch spans Poly SMS Base; Yosemite Insulation Plates with DP or HD; CMG 3 (3), equally spaced, staggered center rows SBS-TA or TA or APP-TA in. Round Metal Plates with OMG#14 HD APP-TA W 90 Min. 15/32-inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6-inch o.c. at 4-Inch lap and 6-inch o.c. in three APP-TA APP-TA -97.5 at max 24-inch spans #14 HD (3), equally spaced, staggered center rows. Min. 15/32-Inch plywood) Glasbase; Flexiglas; Flintlastic ease 20; All Weather/Empire Flintfast 3 in. Insulation Plates with 8-inch o.c. at 4-Inch lap and 8-Inch o.c. at three (Optional) BP - SBS-AA or W 91 at max 24-inch spans p Base; Poly SMS Base; Ultra PolyFlintFast y #14; Trufast 3" Metal Insulation (3) equally spaced, staggered center rows AA, SBS-AA or SBS-TA -97.5 SMS Base; Yosemite Plates with Trufast HD SOS TA W 92 Min. 19/32-inch plywood Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three BP -AA, SBS- SBS-TA or SBS-AA, SBS- _SO5.0 at max 24-inch spans Poly SMS Base, Yosemite (3), equally spaced, staggered center rows APP-TABS TA or APP-TA Min. 19/32-inch plywood OMG 3 in. Round Metal Plates with OMG 7-inch o.c. at 3-Inch lap and 7-inch o.c. in three W 93 at max 24-inch spans Flintlastic APP Base T ##14 HD or Dekfast Hex Plate with Dekfast (3), equally Spaced, Staggered center rows APP-TA APP-TA -105.0 Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with (Optional) BP- w 94 Min. 15/32-Inch plywood Base 20; PolySMS Base; Ultra FlintFast #12 or#14; Trufast 3" Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in four AA, 5BS-AA, SBS-AA, SBS- at max 24-inch spans Poly SMS Base; Yosemite Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS-TA or TA or APP-TA -127.5 in. Round Metal Plates with OMG 414 HD APP-TA W 95 Min. 15/32-inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG Ginch o.c. at 4-inch lap and 6-inch o.c. in four atmax 24-inch spans 414 HD (4), equally spaced, staggered center rows. APP-TA APP-TA -127.5 Cow -APPLIED SYSTEMS: Glasbase; Flexiglas Base; Min. 15/32-inch plywood Flintlastic Base 20; All Weather/ Flintlast3 in. Insulation Plates with 8-inch o.c. at 4-inch lap and 8-Inch o.c. in three (Optional) W 96 at max 24-inch spans Empire Base; Yosemite VentingFlintFast #12 or#14; Trufast 3" Metal (3), equally spaced, staggered center rows 5BS-CA1 565-CA1 -525 Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD Flintlastic Ultra Poly SMS Base System No. W-97 Min. W-96 Min. Deck at max 24-Inch at max 24-inch + NEMO ETC, LLC Certificate of Authorization #32455 Prepared by: Robert Nieminen, PE-59166 Primer Roof Cover Base Ply FlintPrime or FlintPrime SA SBS-SA-H (Optional)SBS-TA,APP-TA FlintPrimeor FlintPrime SA SBS-SA (Optional)SBS-SA 6TMEDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Cap MDP (Psn SBS-TA, APP-TA -112.5 SBS-SA -1275 Evaluation Report 3520.03.04-R21 for FL2533-R20 Revision 21: 06/20/2018 Appendix 1, Page 17 of 57