2126 S Doreen Way Unit # 2 - Plan

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Lateral Analysis & Design Job Address : Wall Load Level Height Total LVL Area ext Wall Lth Int. length Weight ext.Weight int.Total WALL weight ft ft2 ft Int. length lbs lbs lbs Floor Height(ft) ROOF 12.40 1666.00 179.00 90.00 12430 3348 15777.760 1st FL(ft) 2nd FLOOR-N.A.0.00 0.00 0.00 0.00 0.00 0.00 0.000 No 2nd floor Sum 179 90 12430 3348.00 15777.76 1) Load Distribution Diaph.(plf) demand For Shear wall , N-S Direction Level Height Seismic Weight Total Area Total weight wi*hi wx*hx/SUM(wi*hi)Fx 0.7*Fx Vx 15/32" Structural I Plw Factor psf ft2 lbs psf psf psf ROOF 12.40 0.2069 17.00 1666.00 44100 546837 1.000 5.476 3.83 3.83 2nd FLOOR-N.A.0.00 0.2069 0.00 0.00 0 0 0.000 #DIV/0!#DIV/0!#DIV/0! Sum 0.2069 17 1666 44100 546837.02 1.00 #DIV/0! Vbase =9123 lb For Diaphragm SDS =1.034 Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx ft psf ft2 lbs lbs psf psf psf psf ROOF 12.40 17.0 1666.00 44100 44100 3.833 5.476 10.952 5.48 4.60 2nd FLOOR-N.A.0.00 0.0 0.00 0 44100 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! Sum 0 1666.00 44100 #DIV/0! #DIV/0! Fp min =0.2.SSD.IP.wpx =0.21 wpx Fp max =0.4.SSD.IP.wpx =0.41 wpx For Shear wall , E-W Direction Level Height Seismic Weight Area Total weight W*H wx*hx/SUM(wi*hi)Fx 0.7*Fx Vx ft Factor psf ft2 lbs psf psf psf ROOF 12.40 0.2069 17.0 1666.00 44100 546837 1.000 5.476 3.83 3.83 2nd FLOOR-N.A.0.00 0.2069 0.0 0.00 0 0 0.000 #DIV/0!#DIV/0!#DIV/0! Sum 0.2069 17 1666 44100 546837.02 1.00 #DIV/0! Vbase =9123 lb For Diaphragm SDS =1.034 Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx ft psf ft2 lbs lbs psf psf psf psf ROOF 12.40 17.0 1666.00 44100 44100 3.833 5.476 10.952 5.48 4.60 2nd FLOOR-N.A.0.00 0.0 0.00 0 44100 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! Sum 0.0 1666.00 44100 #DIV/0! #DIV/0! Fp min =0.2.SSD.IP.wpx =0.21 wpx Fp max =0.4.SSD.IP.wpx =0.41 wpx 2126 S DORDEEN WAY,SANTA ANA CA. 92704 Page 21