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Report (2) Is , sTC� - v �� l '7/ Sot 7 ?7� ;$ TY .ISMARK STEWART HOME DESIGN [IICILDIIvt�OF djTiG1J( � 3/13/2012 PRESCRIPTIVE WALL BRACING WORKSHEET LOT 30 BRITTANY MEADOWS BRITCLIFFE FIRST FLOOR BASEMENT WIND CALCULATION REFER TO TABLE R602.10.1.2 BRACED WALL LINE BRACING BWL LENGTH REQ'D GEN.WIND SPEC.WIND TOTAL ADJUSTED BRACING LENGTH METHOD BRACING LENGTH ADJUST. ADJUST BRACING LENGTH PROVIDED REQ'D X ALL ADJUSTMENTS 1 CS 30.00 15.00 1 15.0 < 26.0 2 CS 30.00 15.00 1 15.0 < 30.0 3 4 5 A CS 24.00 12.30 1 12.3 < 20.0 B CS 24.00 12.30 1 12.3 < 14.0 C D E SEISMIC CALCULATION REFER TO TABLE R602.10.1.2(2) BRACED WALL LINE BRACING BWL LENGTH REQ'D SEISMIC TOTAL ADJUSTED BRACING LENGTH METHOD BRACING LENGTH ADJUSTMENT BRACING LENGTH PROVIDED FACTOR(S) REQ'D X ALL ADJUSTMENTS 1 CS 30.00 15.30 1.1 16.8 < 26.0 2 CS 30.00 15.30 1.1 16.8 < 30.0 3 4 5 A CS 24.00 12.24 1.1 13.5 < 20.0 B CS 24.00 12.24 1.1 13.5 < 14.0 C D , 3/13/2012 MARK STEWART F IOM ` T E DESIGN PRESCRIPTIVE WALL BRACING LOT 30 BRITTANY MEADOWS BRITCLIORKSHEET FFE WIND CALCULATION REFER TO TABLE BRACING R602.10.1.2 BRACED WALL LINE METHOD BWL LENGTH REQ'D SECOND FLOOR MAIN FLOOR BRACING LENGTH GEN'WIND 1 ADJUST. SPEC'WIND 2 WSP ADJUST TOTAL ADJUSTED WSP 45.00 14'75 BRACING LENGTH 3 BRACING LENGTH q 53.00 17.00 1 17.0 1 O'DXALLADJUSTMENTS PROVIDED REQ'D 14.8 < 16.0 24.0 A CS 24.00 B GB C 24.00 7.50 D CS 15.20 1.235 9.3 < E SEISMIC 24.00 1.235 7.50 0.7 1.235 13.1 10.0 9.3 < 15.0 < CALCULATION 12.5 REFER TO TABLE R602.10.1.2(2) BRACED WALL LINE BRACING METHOD BWL LENGTH REQ.D BRACING LENGTH SEISMIC ADJUSTMENT 1 FACTOR(S) TOTAL ADJUSTED 2 WSP BRACING 3 WSP 45'00 REO p X LENGTH BRACING ALL ADJUSTMENTS LENGTH 53.00 17.20 ENTS PROVIDED 4 11 5 20.50 1.1 18.9 22.6 < 16.0 24.0 A CS 24.00 B GB C 24.00 9.13 CS 15.20 1.1 10.0 <_ 24.00 0.935 9.13 1.1 14.2 10.0 10.0 < 15.0 12.5 r- , i MARK STEWART HOME DESIGN 3/13/2012 PRESCRIPTIVE WALL BRACING WORKSHEET LOT 30 BRITTANY MEADOWS BRITCLIFFE THIRD FLOOR WIND CALCULATION REFER TO TABLE R602.10.1.2 BRACED WALL LINE BRACING BWL LENGTH REQ'D GEN.WIND SPEC.WIND TOTAL ADJUSTED BRACING LENGTH II' METHOD BRACING LENGTH ADJUST. ADJUST BRACING LENGTH PROVIDED REQ'D X ALL ADJUSTMENTS 1 WSP 45.00 9.13 1 9.1 < 12.0 2 WSP 51.00 10.75 1 10.8 < 12.0 3 4 5 A CS 24.00 4.45 1 4.5 < 14.0 B GB 24.00 8.95 1 9.0 < 20.0 C CS 24.00 4.45 1 4.5 < 120 D E SEISMIC CALCULATION REFER TO TABLE R602.10.1.2(2) BRACED WALL LINE BRACING BWL LENGTH REQ'D SEISMIC TOTAL ADJUSTED BRACING LENGTH METHOD BRACING LENGTH ADJUSTMENT BRACING LENGTH PROVIDED FACTOR(S) REQ'D X ALL ADJUSTMENTS 1 WSP 24.00 5.00 1.1 5.5 < 12.0 2 WSP 24.00 5.00 1.1 5.5 < 12.0 3 4 5 A CS 24.00 4.08 1.1 4.5 < 14.0 B GB 24.00 8.00 1.1 8.8 < 20.0 C CS 24.00 4.08 1.1 4.5 < 12.0 D