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HomeMy WebLinkAboutEVALUATION REPORTSCANNED LrY �l I RINIIYIERD IAPPENDIX 1: 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 (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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite 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, 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 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. 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-b.esuitable-for-a-recover-application..- 7._Unless.otherwise-noted,-referto-the followng references for bonded base, ply or cap sheet applications. TABLE A: CERTAINTEED FUNTLASTIC®MODIFIED BITUMEN COMPONENTS &,APPLICATI ., ON METHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Applied) Hot asphalt at 20-40lbs/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 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA (SBS, Asphalt -Applied) Hot asphalt at 20 401bs/square Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; 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 T; Flintlastic FR Base 20 T SBS-TA (SBS, Torch -Applied) Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; FlintlasticGTS; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; FIintClad Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report C40710.12.13-R4 for FL36709-114 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 14 QOTRINITYIERD TABLE A (CONTINUED): CERTAINTEED FUNTLASTIC® 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 Sell 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 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 Kci = 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 Ultimate Design Wind Speed - V"It (mph) - FBC Figures 1609A,1609B or 1609C 120 130 140 150 160 170 180 Open lope < 2.4° 0<h<30 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -85.5 u obstructed 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 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 -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 -283-- 33:2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -66. -- -75.-7--- --=85.5 _ -95.8 Open slope < 2.4' 0 < h < 15 1 -15.4 -18.0 -20.9 -24.0 -27.3 -30.9 34.5 -- 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 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 flow 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 -48.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 30 < h < 40 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 1 2 1 -28.8 -33.8 -39.2 1 -45.0 1 -51.2 -57.8 1 -64.8 3 1 -56.4 -66.2 -76.8 1 -88.2 1 -100.3 -113.3 1 -127.0 Exterior Research and Design, U.C. d/b/a Trinity ) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40710.12.13-R4 for FL36709-R4 Revision 4: 09/14/2017 Appendix 1, Page 2 of 14 C"""Q \I TRINITY I ERD TABLE B (CONTINUED): ROOF CLADDING DESIGN PRESSURES, ALLOWABLE STRESS DESIGN, PASO (PSF) - - Exposure Enclosure Roof Height (ft) Zone Ultimate Design Wind Speed - V It (mph)120 130 140 1S0 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 -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 1 -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 _739.2-- -44.0 2 -29.9 -35.1 -40.7 -46.7 - _-53:1- J -60.0 -67.3 3 -58.6 -68.8 -79.8 -_-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 -111.9 -126.3 -141.6 p - _�_----1 �30 < h <40 -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 O < h < 15 1 -22.9 -26.8 -31.1 -35.7 -40.6 -45.9 -51.4 2 -38.3 -45.0 -52.2 -59.9 -68.2 -77.0 -86.3 3 -57.7 -67.7 -78.5 -90.2 -102.6 -115.8 -129.8 Enclosed slope <7' 15 < h < 20 1 -24.0 -28.1 -32.6 .37.4 -42.6 -48.1 -53.9 2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4 -136.1 20 < h < 30 1 -25.7 -30.2 -35.0 -40.2 -45.7 -51.6 -57.9 2 -43.2 -50.7 -58.8 -67.5 -76.8 -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 1 -91.1 1 -102.2 3 -68.4 1 -80.2 1 -93.0 1 -106.8 1 -121.5 1 -137.2 1 -153.8 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report C40730.12.13-114 for F1.36709-114 Revision 4: 09/14/2017 Appendix 1, Page 3 of 14 -QTUaINITY ERD TABLE 4:" WOOD DECKS NEW CONSTRUCTION-0R REROOF (TEAR=OFF); SYSTEM TYPE E: 'NON -INSULATED, MECHANICALLY,ATTACHED BASE SHEET BpNOED ROpj: COir -NOMENCLATURE ':, W = MINIMUM SIDE LA,P WIDTH (INCH);.X = MAXIMUM SIDE LAP FASTENER SPACING (INCH O.C.)p - Y = MINIMUM # OF STAGGERED CENTER ROWS; Z= MAXIMUM CENTER ROW FASTENER SPACING (INCH O.C.) ' Base Sheet System Deck Attachment A04 Cover No. (See Note 1) Base Fasteners At Lap Staggered Center RoW(s) Cap MOP (psf) W X Y Ply Z SYSTEM DESCRIPTION -WITH ZONE 1(FIELD AREA) BASE SHEET ATTACHMENT:? - - , 32 ga., 1-5/8-inch dia. tin W-4 Min.19/32-inch' Flintlastic SA NailBase caps with 11 ga. annular 2 8 3 pSBS- plywood; See Note 1 8 (Options SBS-SA -60.0 ring shank nails SA SYSTEM W-4; ZONE 2 & 3; PERIMETER &CORNER AREA BASESHEET ATTACHMENT: Exposure Enclosure Roof Height (ft) 0<h<30 Open 30<h<40 B \ 0<h<30 --Enclosed ---30<h\ 0<h<15 15<h<20 C Open 20<h<30 30<h<40 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Zone 120-- 130 Ultimate Design Wind Speed `740 ' 150 —V„I,,(mph) 160 " -: 170 180 ' 77FYYX' Y- Z X Y Z X Y Z X Z ; :X Y. `- Z .' X Y Z X Y" ` 'Z 2-Perimeters 8 • 3 T 8 8 3 8 8 3 8 8 3 8 8. 3 3 8` 3-Corners 8 3: 8 -. 8 3 8 8 3 8• 8 3 8 7 3 Z 6 3 6 5. q $ 2-Perimeters 8 3.: 8 8 3 8 8 .3- 8 8 3 8 8 3 8 8 3 8 S' ° 3 g 3-Corners 8 3, -- 8 8 3 8 8 3 8, 7 3 7 7- 3 J- 5 4 5 $ q 5 2-Perimeters 3-Corners S :8 3 3 y` 8 8- 8 8 3 3 8 8 8 8 3 3 8.-:, 8 8 8 3 3 8 8 8 3 $q 8 5 3 3 8 8; g 2-Perimeters . ,'8 3' , 8' 8 3 8 8' 3 8, ., 8 3 8 8, 3 8- 8 3 3 3-Corners 8 9. 8- 8 3 8 8 3 8„ . 7 3 7 $ 3 5- 4 3 4 4 3 q. g 2=Perimeters --8 3 ;' 8 8 3 8 8' 3 8 8 3 8 8' g 8 8 3 8 8 3 3-Corners 2-Perimeters 8 3=°' 8 , 8 8 —8_ 3 3 8 8 8 8 -3 ," 3 8 8 7 8 3 3 7 8 5 .• 4 8` 3 5. 8 5 8 4 3 3-Corners `8 3— 8- 8 3 �8� 7 3 7 `. 6 3 6 5 q 2-Perimeters 8 3 8' 8 3 8 8 3 8 8 3 8 8 3 g 8 3 8 5 ,4. -6' 3-Corners 8 -3 8 7 3 7 7 ,� 3 7 8 �4� 5 5_ 4 5 5 4. 2-Perimeters 3-Corners '8 : 8 v 3, _ 3 ; '' 8_ t '8 8 7 3 3 8 7 8 6' --3 ` 3 8 z6Fq 8 3 8 8 8 3 8 `6' 3 6' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report C40710.12.13-R4for FL16709.R4 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 4: 09/14/2017 Appendix 1, Page 11 of 14 "TABLE 4 (CONTINUEO): `WOOD DEC NOMENCLATURE W MINIMUMSID Y = MINIMUM # OI SYSTEM W-4; ZONE 2 & 3; P Exposure I Enclosure C I Enclosed �r D Open Enclosed NEW CONSTRUCTION OR RE ROOF (TEAR OFF), SYSTEM TYPE E NON INSULATED M NC WIDT14(IH) X MAXIMUM SIDE LAP. FASTENERSPACING.(INCH D.C.). ECHANIC.!11 ,Rq GERFD CENTER ROWS; Z =MAXIMUM CENTER ROW FASTENER SPACING,(INCH O C) �1 L,J E S 7ER&CORNER AREA BASE SHEET ATTACHMENT: - ' " - °' - . • 3HED i BQ D� IV RDOF,COyER Roofft' fight Zone 120 130 1 Ultimate Design Winq SPeed X ^Y - 2. X Y Z X ., ' 15p V41t (fiPh) ; 2-Perimeters r8 3. ``8' . - 8 3 g 8 Y Z X Y 0<h515 3 Z 160 3-Corners 8 3` 8` 8 3 g $ 8 X- 170 7" y X 2-Perimeters 8 3 j 8. 8 3 8 13 3 6 3 6 g Z y Z 15 < h< 20 8 8 8 8 x y, 3 Corners 8 3,: , 8:. 8 3 ' 8 3 4 3 8 Z 8 7' _ ! 3 : 7 5 $ 8 g 4 4 3 .7 3 7 2-Perimeters 8 3: 8, 8 h< 3 8 8 -•. 3 8 3 3 4 q 20 < 30 ; & 5 8 7 3 q q,. 3-Corners 8 u3� _8 7 3 7 6-- 3. - 6.. 4 3 3 8' q 3 .q q 3 7 q ,5 3,- 5 2-Perimeters 8 3 ;_ 8' ' 8 3 g ... 30<h<40 t:' 8' 3 $ 8 3 q q 7 3 .5 q 4 4 3-Corners 8 3` 8, 7 3 7 5 3,. 7 3 s a 3 8 7 3 4 4 4 4 3 5 2-Perimeters , 3, 8 8 3 8 0<h<15 8 3.. 4 4 5 3 4 5 4. 3-Corners 3 8._ 7 3 7 6` '3 8` a a 5 4 .3q d�8' 6 $ 8 4 2-Perimeters 3' 8= 8 315<h<20 8 8 3 8 ' 8 3 8 8:; —3- 8 34 3-Corners 3 ' 1 8 7 3 7 6 4: B, -- 6 g S 4 5 5 S :...:5 4 - 5 q 4 5' :6 -- 2-Perimeters 8 3. 8 8 3 8 8 3 20 < h< 30 3-Corners 8 3' t 8 6 3 6 5 8 3 8 8 3 8 6 3 6 '6 4 6� 2-Perimeters 8 -: 3 8, 8 3 8 8 .q 3 5 g S 4 5 5 55'. 4 -- 30 < h< 40 8 3 8 8 3> 8 7 4 3-Corners 7 - 3' i- 7 6 4 6 5 '. 4 5. 5 5 7 2-Perimeters 8 3. t 8 8 3 8 8 C'. 3 8 5 4 5 4 4 5 4 4; 6 " q � 3-Cors 8 3 8 3 7. 5 _q.. L •.8 3� : 8 . 7 3 7 5 , ..3 .'S. ,;4 3 . 8 q 3 4 4 3 q q q q 4 5 2-Perimeters 3,; 8' 8 3 8 g 3 15<h<20 8 3 8 7.' 3 7 q . 3-Corners . 8 3' 3 8 7 3 7 6 3 6 3 4 ;4 3. .. 4 <, :g.,. S 3 5 4, 4 4 4 5 4 4 $' q_ 2-Perimeters 8 3- 5, 8 8 ��\ g 3, 20<h<30 7 3 7 5 3 5 4 3 4 3-Corners 7 3> , 7 5 3 5` 2-Perimeters 8 3= , 8' 8 3 8 8 3 e.4 -. 4 8,.. �7 3 q 4 4 q. 4 5 4 4: 6 4 30<h<40 3 Corners 7 =3 7. 4 3 — 3 7 4 3 - 4' ,. 4 3 q i; 4 4-,' - 3 4, 4 4� 4 5.. 4% 4 5 q N/A' Exterior Research and Design, I.I.C. d/b/a Trinity ERD 4 Certificate of Authorization #9503 6rH Evaluation Re EDITION ® (2017) FBC NON-HVHZ EVALUATION Port C40730.12.13-R4 for FL267og. Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic Modified Bitumen Roof Systems; (610) 651-5847 Revision 4: 09/14/2017 Appendix 1, Page 12 of 14