4815 BAKER DR 2023-10-25 - Laserfiche WebLink

• • Existing Shear Wall Checks SW- D E/W Direction SW- E E/W Direction Roof-Main Floor Roof-Main Floor H= 8.0 Mot= 6.4 k-ft H= 8.0 Mot= 3.2 k-ft L= 4.0 C= 1.6 k L= 3.0 C= 1.1 k Vapp= 0.8 Mres= 1.2 k-ft Vapp= 0.4 Mres= 0.7 k-ft WW= 0.3 T= 1.3 k WW= 0.3 T= 1.1 k TA= 5.0 2w/h= 1.0 TA= 6.0 2w/h= 0.8 Weight= 0.3 Co= 1.00 Weight= 0.2 Co= 1.00 Shear VLF= 200.0 EXSW HDU2 Shear VLF= 177.8 EXSW HDU2 SW- F E/W Direction SW- G E/W Direction Roof-Main Floor Roof-Main Floor H= 8.0 Mot= 17.6 k-ft H= 8.0 Mot= 20.8 k-ft L= 3.5 C= 5.0 k L= 18.0 C= 1.2 k Vapp= 2.2 Mres= 1.0 k-ft Vapp= 2.6 Mres= 24.2 k-ft WW= 0.3 T= 5.4 k WW= 1.6 T= 0.0 k TA= 6.0 2wlh= 0.9 TA= 5.0 2w/h= 4.5 Weight= 0.3 Co= 1.00 Weight= 1.1 Co= 1.00 Shear VLF= 718.4 W3 HDU4 Shear VLF= 144.4 EXSW ABs ok SW- H E/W Direction Roof-Main Floor H= 8.0 Mot= 1.6 k-ft L= 6.0 C= 0.3 k Vapp= 0.2 Mres= 2.7 k-ft WW= 0.5 T= 0.0 k TA= 5.0 2wlh= 1.5 _ Weight=+0.4 Co= 1.00 Shear VLF= 33.3 EXSW ABs ok