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LOAD: <br />Roof weights <br />Roof DL (horiz . Proj .) = <br />Ext. Wall DL = <br />Int. Shear Wall DL = <br />Wall Height (1st floor)= <br />Roof Height = <br />Total height, hn = <br />N-S Length= <br />E-W Length= <br />Roof Area= <br />Tributary Ext . Walls to Roof= <br />Tributary Int. Shear Walls to Roof = <br />Roof Weight = <br />Tributary Ext . Walls to Roof = <br />Tributary Int. Shear Walls to Roof = <br />Wroof = <br />Total DL (W) = <br />Total Base Shear (V) = <br />Design Base Shear : <br />Period: T=Ct(hn)314 = 0 .02*(hn)314 = <br />Vertical distributions of seismic forces: <br />Level wx (lb Area (ft2 ) Fx N-S (lb <br />Roof 88,977 4 ,096 19,034 <br />1st Floor - <br />L 88 ,977 19 ,034 <br />Fx E-W (I b) <br />19 ,034 <br />19,034 <br />Fpx N-S <br />(I b) <br />19 ,034 <br />19,034 <br />Fx E-W wx <br />19,034 <br />19 ,034 <br />Shear <br />E-W <br />17.0 <br />17.0 <br />7 .0 <br />8 .0 <br />6 .0 <br />14 .0 <br />70 .5 <br />4 ,096 .1 <br />257 .2 <br />70 .5 <br />69 ,514 <br />17,490 <br />1,974 <br />88,977 <br />88 977 <br />19 034 <br />0 .145 sec <br />V= <br />V= <br />0.2 SosW <br />(I b) <br />19 ,034 <br />0.2 SosW <br />(I b) <br />19,034 <br />Use <br />Use <br />N-S <br />17.0 <br />17.0 <br />7 .0 <br />8.0 <br />6 .0 <br />14 .0 <br />58.1 <br />4 ,096.1 <br />257 .2 <br />58 .1 <br />69 ,514 <br />17,490 <br />1,627 <br />88,630 <br />88 630 <br />19 034 <br />E-W <br />0.21 <br />19 ,034 <br />(I b) <br />19,034 <br />(I b) <br />19 ,034 <br />Diaphragm <br />E-W <br />17.0 <br />17.0 <br />7 .0 <br />8.0 <br />6.0 <br />14.0 <br />70 .5 <br />- <br />4 ,096.1 <br />116.2 <br />70.5 <br />69 ,514 <br />7 ,902 <br />1,974 <br />79,389 <br />79 389 <br />N-S <br />0.21 w <br />19 ,034 lbs <br />fx N-S <br />(psf) <br />4 .65 <br />fx E-W <br />(psf) <br />4 .65 <br />N-S <br />17.0 <br />17.0 <br />7.0 <br />8.0 <br />6.0 <br />14 .0 <br />58.1 <br />- <br />4 ,096 .1 <br />141.0 <br />58 .1 <br />69 ,514 <br />9 ,588 <br />1,627 <br />80,728 <br />80 728 <br />fpx N-S <br />(psf) <br />4 .65 <br />fpx E-W <br />(psf) <br />4.65 <br />psf <br />plf <br />plf <br />ft <br />ft <br />ft <br />sq .ft . <br />ft <br />ft <br />I <br />I <br />I <br />I <br />I <br />I <br />bs . <br />bs . <br />bs. <br />bs. <br />bs <br />bs <br />746 S Deming St, Unit# 2 <br />& 31/23/2025