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9502 18TH AVE W UNIT L 2025-06-25
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9502 18TH AVE W UNIT L 2025-06-25
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6/25/2025 8:43:03 AM
Creation date
12/11/2023 9:13:18 AM
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Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT L
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Bv-r]L <br />ENGINEERING <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone:425-814-8448 <br />Fax:425-821-2120 <br />Pacific Ridge Homes Revision Date: 1/11i2021 <br />Hudson Elevations A & B) <br />Vertical Distribution of Lateral Forces <br />Base Shear: <br />V = 12.50 kips <br />Shear Walls: <br />Fx = C,, V (Eq. 12.8-11) <br />Diaphragms: <br />n n 11 <br />Fpx = Fi/Ywi J(wp,)... [Eq.12.10- 1] <br />c-x i=x //// <br />WX hz <br />Zn lwihk <br />Fpx = 0.2SpSIewpx ... [Eq.12.10 - 2] (min) <br />FpX = 0.4SaSlewpx ... [Eq.12.10 - 3] (max) <br />Stren th Desicin Seismic Forces E <br />Lateral <br />Portion of <br />Diaphragm <br />Height, <br />Story <br />Force, <br />Story Shear, <br />Story <br />Weight at i, <br />Force, <br />Floor Level <br />hx <br />Weight, wx <br />wxhx <br />Fx <br />EFx <br />Moment <br />I <br />Ew; <br />Fpx <br />(from base) <br />(ft) <br />(Kips) <br />(ft-Kips) <br />(Kips) <br />(Kips) <br />(ft-Kips) <br />(Kips) <br />(Kips) <br />Roof <br />22.4 <br />29.56 <br />663 <br />8.06 <br />8.061 <br />103 <br />30 <br />8.06 <br />Floor 2 <br />9.61 <br />38.15 <br />.3661 <br />444L <br />12.501 <br />2231 <br />681 <br />9.16 <br />vWXia vv - or.,c nips <br />EWxhx = 1028 ft-Kips <br />Strength Design Wind Forces (W) <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />N/S, Hx <br />(Kips) <br />Story Shear <br />N/S, FHx <br />(Kips) <br />Lateral <br />Force <br />ENV, Hx <br />(Kips) <br />Story Shear <br />E/W, EHx <br />(Kips) <br />Roof <br />4.38 <br />4.38 <br />6.41 <br />6.41 <br />Floor 2 <br />4.621 <br />9.011 <br />6.831 <br />13.24 <br />Floor 1 <br />Dia hra m ASD <br />Seismic, Wind N/S Wind ENV <br />[0.7E] [0.6W] [O.6W] <br />(kips) (kips) (kips) <br />Roof 5.64 2.63 3.84 <br />Floor 2 1 6.41 2.77 4.10 <br />Garage 0.691 0.75 <br />Shear Walls ASD <br />Seismic, <br />(kips) <br />Wind N/S <br />[0.6W] <br />(kips) <br />Wind ENV <br />[0.6vv] <br />(kips) <br />Floor 2 <br />5.64 <br />2.63 <br />3.84 <br />Floor 1 <br />3.111 <br />2.77 <br />4.10 <br />Garagel 0.53 0.75 <br />Date: 6/20/2022 <br />Page: L1.5 <br />
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