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• • <br /> JARNOT ENGINEERING, INC. JOB BURNS GARAGE 14-06-I I 0 <br /> 25414-127th St. SE SHEET NO. LI OF <br /> MONROE,WA 98272 <br /> PH. (360) 863-1831 CALCULATED BY DATE <br /> FAX(360) 863-1481 CHECKED BY DATE <br /> SCALE <br /> SEISMIC <br /> V = 0.7"SD5*I"W = 0.093 W (Multiply by 0.7 for ASD) <br /> R <br /> 55: I .29 Fa= I .00 [Site Class DJ <br /> R: 6.5 SMs=Pass= 1.29 <br /> I: I.0 5D5=2/3 SM5= 0.86 <br /> Snow load: 25 psf Seismic DL= 0 [.20'5n if 5n>30] <br /> WEIGHT: FLR I ROOF 15PSF(20"18+8"14)= 7.08 <br /> Story Ht: 9 EXT WALLS 8PSF"4.5"2(26+20)= - 3.3 I <br /> W= 10.5 <br /> V= 0.97 <br /> REDUNDANCY <br /> Line %Vst V Lw Perimeter Bays <br /> I 0.50 0.49 14.0 Y 3.I <br /> 2 0.50 0.49 26.0 Y 5.8 <br /> ELw= 40.0 <br /> Redundancy Check a: Min wall: 14.0 > h => complies <br /> Redundancy Check b: Min bays >2 Complies Overall: Complies <br /> Line %Vst V Lw Perimeter Bays <br /> A 0.50 0.49 5.0 Y I.I <br /> B 0.50 0.49 4.0 Y 0.9 <br /> ELw= 9.0 <br /> Redundancy Check a: Min wall: 4.0 %Reduction= 0.44 >.33 Does not comply <br /> Redundancy Check b: Min bays < 2 => Does not comply Overall: Does not comply <br /> Numbered Lines: p= I.0 <br /> Lettered Lines: p= I.3 <br /> • <br /> EQ I/I 7/7/2014 Lateral-BUMS Garage <br />