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� ' .�� � <br /> �'����RB�ellll� E�D., - <br /> � <br /> � - ` " TABLE A(CONTINUED�:CEFtTAINTEED FLINTIASTIC�-MODIPIED BITUMEN COMPONENTS Ht APPLICATION ME7HOD5 � <br /> Reference Layer Material Application <br /> qpp_Tp Base Flintlastic APP Base T;F�intlastic STA;Flintlastic STA Plus <br /> Torch-Applied <br /> (APP,Torch-Applied) Cap Fllntlastic STA;Flintlastic STA Plus;Fllntlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-fR CoolStar <br /> Base Flintlastic SA Plyease;Flintlastic SA Mid Ply <br /> SBS-SA ply Flintlastic SA PlyBase;FBntlastic SA Mid Ply Self-Adhering <br /> (SBS,Seif-Adhering) <br /> Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar <br /> 8. "MDP"=Maximum Design Pressure is the result of testfng 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 <br /> the attachment tables here(n. Table B assumes a dlrectionality factor Kd=0.85,no topogrephical variations Kzt=1.0,roof slope<7°for enclosed buildings,roof slope<2.4°for open buildings and unobstructed flow <br /> for open buildings,as defined in ASCE 7-10. <br /> , � ."' _ . TABLE B: ROOP CLADDING DESIGN PRESSURES,AIIOWABLE STRESS DESIGN�PASD(PSF) - . <br /> Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed-V„ir(mph)-FBC Figures 1609A,16098 or 1609C <br /> 120 130 140 150 160 170 180 <br /> 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 <br /> Open 0<h<30 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 <br /> slope<2.4" 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -55.5 <br /> unobstructed 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 <br /> flow 30<h<40 2 -21.0 -24.7 -28.6 32.9 -37.4 -42.2 -47.3 <br /> B 3 -41.2 -48,4 -56.1 -64.4 -733 -82.8 -92.8 <br /> 1 -15.5 -18.2 -21.1 -243 -27.6 31Z 34.9 <br /> 0<h<30 2 -26.1 30.6 35.5 -40.7 -463 -52.3 -58.6 <br /> Enclosed 3 39.2 -46.0 -53.4 -61.3 -69.7 -78.7 -88.2 <br /> slope<7° 1 -16.9 -19.8 -22.9 -26.3 30.0 -33.8 -37.9 <br /> 30<h<40 2 -28.3 33.2 -38.5 -44.2 -50.3 -56.8 -63.7 <br /> 3 -42.6 -50.0 -58.0 -66.5 -75.7 -85.5 -95.8 <br /> 1 -15.4 -18.0 -20.9 -24.0 -27.3 30.9 34.6 <br /> 0<h<15 2 -23.5 -27.6 32.0 -36.8 -41.8 -47.2 -52.9 <br /> 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 <br /> 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 36.6 <br /> Open 15<h<20 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 <br /> � slope<2.4" 3 -48,8 -57.3 -66.5 -763 -86.8 -98.0 -109.9 <br /> unobstructed 1 -17.7 -20.8 -24.1 -27.7 31.5 -35.6 -39.9 <br /> flow 20<h<30 2 -27.1 -31.8 36.9 -42.4 -48.2 -54.4 -61.0 <br /> 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 <br /> 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 <br /> 30<h<40 2 -28.8 -33.8 39.2 -45.0 -51.2 -57.8 -64.8 <br /> 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 -127.0 <br /> Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 <br /> Certificate of Authorization#9503 Revision 3:Ol/26/2016 <br /> Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 14 I <br />