Laserfiche WebLink
Project: Bethany At Silver Crest By: LW Sheet No. <br /> 1<migff Location: Everett,WA Date: 11/11/20 U1-S-1 <br /> Client: ThermalRite Revised: Job No. <br /> Subject: Walk-In Cooler/Freezer Analysis Date: 2000618 <br /> SHEAR WALLS - UNIT #1 "Cooler/Freezer" <br /> RESISTANCE LINE: NS1 <br /> No.of Walls: 1 Shear(Ib) <br /> SEISMIC 135 lb <br /> LIVE 211 Ib <br /> WIND 405 lb <br /> 1 Wall Dead Load <br /> Walls Length(in) Height(in) H:W Ratio V(Ib) Roof Trib(in) MoT(lb-ft) Ma(Ib-ft) Length(in) Roof Trib(in) Uplift(Ib) <br /> NS1.1 98.00 in 106.00 in 1.1. 405 lb 23.00 in 3574 lb-ft 521 lb-ft 47.00 in 49.00 in 312 lb <br /> TOTAL 98.00 in 405 Ib <br /> Governing Load *Wood <br /> �500 <br /> Type: WIND pFoam <br /> Shear(Ib): 405 Ib '6400 <br /> •NSl <br /> v300 <br /> Max H:W: 1.1 3200 <br /> a100 <br /> • <br /> 0.0 0.5 1.0 1.5 2.0 2.5 3.0 <br /> Aspect Ratio <br /> Panel Shear(plf): 49.5 plf <156.9 plf OK <br /> RESISTANCE LINE: NS2 <br /> No.of Walls: 1 Shear(Ib) <br /> SEISMIC 135 lb <br /> LIVE 211 lb <br /> WIND 405 lb <br /> 1 Wall Dead Load <br /> Walls Length(in) Height(in) H:W Ratio V(Ib) Roof Trib(in) MoT(lb-ft) MR(Ib-ft) Length(in) Roof Trib(in) Uplift(Ib) <br /> NS2.1 53.50 in 78.00 in 1.5 405 lb 23.00 in 2630 lb-ft 121 lb-ft 0.00 in 0.00 in 563 lb <br /> TOTAL 53.50 in 405 lb <br /> Governing Load <br /> Type: WIND 500 *Wood <br /> Shear(lb): 405 lb a400 O Foam <br /> d [� •NS2 <br /> Max H:W: 1.5 "300 <br /> :o <br /> 3200 <br /> 0 <br /> 100 <br /> 0 <br /> 0.0 0.5 1.0 1.5 2.0 2.5 3.0 <br /> Aspect Ratio Panel Shear(plf): 90.7 plf <116.2 plf OK <br />