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JARNOT ENGINEERING, INC. JIM HAACK- DUPIl( 14-12-105 <br /> 25414-127th St. SE SHEET NO. OF <br /> MONROE,WA 48272 <br /> PH_ (360)863-1831 CALCUtATM 9Y DATE <br /> FAX(360)863-1481 CHl BY <br /> nUE <br /> SCALE <br /> SEISMIC <br /> V =0.7'5Q5'PW = 0.095 W (Multiply by 0.7 for A5D) <br /> R <br /> 55: 1.33 Fa= 1.00 [5te Class DJ <br /> R: G.5 5MS=Fa55= 1.33- <br /> 1: 1.0 5o5=2/3 5M5= 0.89 <br /> Snow toad: 25 psf Seismic DL= 0 [.20.5n If 5n>301 <br /> WEIGHT: FM 2 ROOF 15P5F(3G'3G-8'12)= 18.00 <br /> Story Ht: 8 EXT WALL5 8P5F'4'2(3G+3G)= 4.G I <br /> INT WALLS 7P5F'4(-I)(36+36)= 2.02 <br /> W= 24.6 <br /> FLR I <br /> Story ttt: 9 ROOF: 15P5F(I 4-12)= 2.52 <br /> FLOOR I OPSF(3G'3G-8'12)= 12.00 <br /> DCT WALL5 8P5F*9.5'2(36+42)= I 1.8G <br /> INT WALLS 2,02+7'4.5(-.5)(36+42)= 3.25 <br /> W= 29.G <br /> Wt= 54.2 <br /> V= 5.18 <br /> 5E15MIC D15TRI13UTION: <br /> SHEAR WALL5 DIAPHRAGMS <br /> LEVEL W h Wh VwWEwh Efl Ew, Efiaw, frx' 1 r. <br /> 2 24.G 18 443.2 3.10 3.10 24.G 0.126 0.126 3. 10 <br /> I 29.G 10 296.2 t 2.08 5.18 54.2 0.095 0.124 3.68 <br /> 54.2 E= 739 5.18 <br /> F,^1 =02'0.7'5v:�'l'Wp„= 0.124 <br /> fF,/WF,=0.4'0.7'5D5'I'Wp71= 0.248 <br /> EQ 112 4111120,6 Lateral-Maack Dupla '~ <br />