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BTL <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> Linton Remodel Revision Date: 1/23i2o23 <br /> 28-664-18 <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 13.55 kips <br /> Shear Walls: k <br /> Fx = C V (Eq. 12.8-11) CVX = wxhx (Eq. 12.8-12) <br /> �n 1 wjO <br /> Diaphragms: <br /> n n - 0.25 I w [E .12.10 2 min <br /> Fpx = Fi wi)(wpx) ...[Eq.12.10-�-1] Fpx - DS e px... q - ] (min) <br /> i=x i=x /ff Fpx = 0.4SDSlewpx...[Eq.12,10 -3] (max) <br /> Strength Design Seismic Forces (E) <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at i, Force, <br /> Floor Level hx Weight,w, wxh% F. ZF,, Moment 1A Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 1 19.3 22.79 439 5.14 5.14 54 23 5.14 <br /> Floor 2 1 8.81 32.881 2881 3.37 1 8.521 129 156 6.54 <br /> Floor 1 1 -1 32.88 5.031 13.55 -1 891 6.54 <br /> Totals W= 88.55 Kips <br /> Iwxhx= 726 ft-Kips <br /> Strength Design Wind Forces (W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,H, NIS,jHx ENV,H% E/W,ZH% <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 3.08 3.08 5.24 5.24 <br /> Floor 2 4.151 7.23 7.621 12.86 <br /> Floor 1 1 - -1 3-991 16.85 <br /> Diaphragm (ASD) Shear Walls (ASD) <br /> eismic, wind N/b windSeismic, Wind N/S Wind EIW <br /> [0.7E] ]0.6W] [0.6W] [0.7E] [0.6W] [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 3.60 1.85 3.14 Floor 2 3.60 1.85 3.14 <br /> Floor 2 4.58 2.49 4.57 Floor 1 2.36 2.49 4.57 <br /> Floor 1 1 4.58 -1 2.39 Basement 3.52 2.39 <br /> Date: 11/8/2023 <br /> Page: L1.5 <br />