5109 SOUND AVE 2015 Plans 2022-10-28

r � ROS'� ro ect: Belmark Lo ez b : RR sheet#: Eng��9`�"!"?'.3•_��r' location: Everett,WA date: �1/1/2o1a �e�E��w client: LCI ob#: 1487 Inc SHEARWALL DESIGN Shearwail Descri tion: MAIN FLOOR BWL-2/3 Vtotal Upper= 8.45 (K)Seismi� v= 0.7 x Vtotal x Trib x 1/Ltotal= 348 (plfl)Seismic 7.13 (K)Wind 0.6 x Vtotal x Trib x 1/Ltotal= 330 (pi�Wind Trib Upper= 12.5 % Vtotal Main= 6.28 (K)Seismic Shearwail 4 OK 9.14 (K)Wind Trib Main= 12.5 % P1 = 0.6(L)(H)10psf+0.6(L)(Tr)12psf= 98.79 (Ib) Vtotal Lower= (K)Seismi� P2= 0.6(La)(H)10psf+0.6(La)(Ta)12psf= 184.8 (Ib) (K)Wind T=C= v(H)-(P1)/2-P2 2030 (Ib) Trib Lower= % Uplift Above= (Ib) Ltotal= 3.7 (ft) Net Uplift= 2030 (Ib) L= 1.85 (ft) H= 6.5 (ft) STHD10 HOLD-DOWN OK Tr= Z (ft) La= 4 (ft) Ta= 1 (ft) Shearwall Descri tion: MAIN FLOOR-BWL 5 Vtotal Upper= 8.45 (K)Seismic v= 288 (plfl)Seismic 7.13 (K)Wind 272 (pl�Wind Trib Upper= 60 % Vtotal Lower= 6.28 (K)Seismic Shearwall 2 OK 9.14 (K)Wind Trib Lower= 60 % P1 = 2863.8 (Ib) Vtotal Lower= (K)Seismic P2= 244.8 (Ib) (K)Wind T=C= 913 (Ib) Trib Lower= % Uplift Above= (Ib) Ltotal= 21.5 (ft) Net Uplift= 913 (Ib) L= 21.5 (ft) H= 9 (ft) STHD10 HOLD-DOWN OK Tr= 11 (ft) La= 4 (ft) Ta= 1 (ft) Shearwall Descri tion: MAIN FLOOR-BWL 7 Vtotal Upper= 8.45 (K)Seismic v= 310 (pl�)Seismic 7.13 (K)Wind 294 (pl�Wind Trib Upper= 40 % Vtotal Lower= 6.28 (K)Seismic Shearwall 3P OK 9.14 ({�Wind Trib Lower= 40 % P1 = 2678.4 (Ib) Vtotal Lower= (K)Seismic P2= 244.8 (Ib) (K)Wind T=C= 1207 (Ib) Trib Lower= % Uplift Above= (Ib) Ltotal= 13.3 (ft) Net Uplift= 1207 (Ib) L= 24 (ft) H= 9 (ft) STHD10 HOLD-DOWN OK Tr= 8 (ft) La= 4 (ft) °/oSOLID=0.50 Ta= 1 (ft) Co= 0.8 SW3 456 x 0.80=364 PLF