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MAIN FL. MID (BATH, BEDROOM#2) SHEARWALL <br />Floor Info <br />Main Floor Level, e.g. Upper, Main, Lower <br />Lt-Rt Load Diredion, e.g. Leh-Right, Front-Rear <br />(For Lek Wall, Use Fron�-Rear Load Direction) <br />CDX Sheathing type <br />Values from table 2306.3 of the 2009 IBC <br />Roof Resisting Dead Load <br />(e.g. Roof, Upper Floor, Main Floor� <br />5.00 R Total Length of Shearwalls <br />V(from upper)= 4810 Ib 3412 Ib <br />V(from main)= 0 Ib 0 Ib <br />V�from lower)= 0 Ib O lb <br />�' (Wind) = 4,810 Ib ° (Smc) = 3,412 Ib <br />v= 481 PLF v= 341 PLF <br />3x framing required per IBC <br />WIND <br />Tributary WidTh (Main Floor) <br />1 .0 tributary widih <br />2.0 total width <br />Not Used <br />1 .0 tributary width <br />2.0 toral width <br />Not Used <br />1.0 rributarywidth <br />2.0 total width <br />Height of Shearwall = 9.0 k <br />Length of Shearvvall = 5.0 N <br />Aspect Ratio OK <br />Use altemaie R fador for seismicz No <br />JtIJMII <br />Trib�tary Area (Main Floor) <br />1 .0 iributary area <br />2.0 ioial area <br />Not Used <br />1 .0 tributary area <br />20 total area <br />Not Used <br />1 .0 tributary area <br />2.0 total area <br />Weight of Shearwall = 10.0 Ibs <br />Tributary width for dead load = 2.0 k <br />Length of adjoining wall = 2.0 k <br />IBC 2306.4.1 --� 1.4 x 0.93 x 380 = 495 PLF —� USE W4 <br />Wind cont�ols shearwall design <br />CTaTA� _ (floor above) +(this floor) = t- 4329 Ibs — 4329 Ibs wind controls <br />TTOTnI — (floor above) +(ihis floor) _ � 401 1 Ibs — 401 1 Ibs Load case 8 controls - Wind <br />Wind controls holdown design <br />�-------------- --------------------------- -------------------------� <br />� Where overstrength factor is applicable, use ihis USE SIMPSON DESIGNED HOLDOWN: MST60 <br />� value for E in equations 5, b, and 8_ E_ 3071 Ibs � OR AT FOUNDATION / INTERIOR WALLS USE: HDU8w/3-2x <br />JAN 0 4 2013 <br />