Laserfiche WebLink
BEDROOM 2 <br />BA. 2 <br />BEDROOM 1BA. 1 <br />DINING/KITCHEN <br />GREAT <br />ROOM <br />YARD 2 <br />COVERED PATIO 1 <br />COVERED PATIO 3 <br />FOR MAIN RESIDENCE <br />COVERED PATIO 2 <br />LAUNDRY <br />BA.2 <br />ENTRY <br />SEISMIC LOADING & SHEAR WALL LAYOUT <br />ROOF AREA, Ar = 1626 ft2 <br />DIAPHRAGM AREA, Ad = 485+200+138+163+312+161+34 = 1493 ft2 <br />ROOF WEIGHT <br />ROOF 20psf * 1626sf = 35,520# <br />EXT. WALL 15psf * 4.75' * 184'= 13,110# <br />INT. WALL 10psf * 4.75' * 48'= 2,280# <br />TOTAL = 50,910# <br />BASE SHEAR, VS' = 8.30k <br />RHO, ρ 1.3 <br />ADJUSTED BASE SHEAR, V S = 10.79k <br />V1 = (163+312 2)/1493 VS = 0.159VS = 1.716k <br />V2 = (163+312+485+161+34 2)/1493 VS = 0.387VS = 4.174k <br />V3 = (485+161+34+200 2)/1493 VS = 0.295VS = 3.180k <br />V4 = (200+138 2)/1493 VS = 0.113VS = 1.221k <br />V5 = (138 2)/1493 VS = 0.046VS = 0.499k <br />VA = (485+200+138+163 2)/1493 VS = 0.330VS = 3.563k <br />VB = (200+138 2)/1493 VS = 0.113VS = 1.221k <br />VC = (163+312 2)/1493 VS = 0.159VS = 1.716k <br />VD = (485+1612)/1493 VS = 0.216VS = 2.334k <br />VE = (34+312+1612)/1493 VS = 0.181VS = 1.955k <br />A1 = 485sf <br />Ar = 1626sf A2 = 200sf A3 = 138sf <br />A4 = 163sf <br />A5 = 312sf <br />A6 = 161sf <br />1 2 <br />2 <br />3 <br />3 4 5 <br />A <br />B <br />C <br />E <br />D <br />A7 = 34sf <br />Page 17 of 35