12601 18TH DR SE LOT 11 2014 Plans 2022-11-01

� GORDON HOfVIES Se tember 30, 2013 SDA Job # 7144 8 M-BED RIGHT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g. Upper,Main, Lower 34 0 tributary width 34.0 tributary area Ft-Rr Load Direction,e.g. Left-Right,Front-Rear 90.0 total witlth 90.0 total area (For Left Wall,Use Front-Rear Load Direction) NOt Used NOt US2d CDX Sheathing type 1.0 tributary width 1 A tributary area Values from table 2306.4.1 of the 2006 IBC 2.0 total width 2.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 1.0 tributary width 1.0 tributary area 10.25 ft Total Length of Shearwalls 2.o totai width 2.o total area V(from upper)= 13750 Ib 4267 Ib Height of Shearwall= 8.5 ft Weight of Shearwall= 10.0 Ibs V(from main)= 0 Ib 0 Ib Length of Shearwall= 4.5 ft Tributary width for dead load= 5.0 ft V(from lower)= 0 Ib 0 Ib Length of adjoining wall= 4.3 ft ?'(S?��•S)- 13,750 Ib ?(L'FiF)= 4,267 Ib Use altemate R factor for seismic7 No V= 507 PLF V= 157 PLF 3x framing req�nred per IESC IE3C 2306 4 1 1.4 x 0.93 x 460= 599 PLF USE 3 : CTOTAL= (Floor above)+(this floor)_ � + 4308 Ibs = 4308 Ibs Wind controls TTOTAL= (floor above)+(this fl0or)_ + 3874 Ibs = 3874 Ibs Load case f3 controls-Wind �-------- ---------- --------- --------- ------- --------- ------------ j Where overstrength factor is applicable,use this USE SIMPSON DESIGNED HOLDOWN MST60 value for E in equations 5,6,and 8 E= 1337 Ibs OR AT FOUNDATION/INTERIOR WALLS USE STH D14/RJ RIGHT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Levef, e.g. Upper, Main,Lower 11.o tributary width 11 A tributary area Ft-Rr Load Direction,e.g. Left-Right, Front-Rear 90.0 total width 90 0 total area (For Left Wall,Use Ront-Rear Load Direction) NOt USEd NOt USed CDX Sheathing type 1.0 tributarywidth 1.0 tributary area Values from table 2306.4.1 of the 2006 IBC 2.0 totai width 2.0 total area UlFL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 1 A tributary width 1.0 tributary area 16.00 ft Total Length of Shearwalls 2.0 total width 2 0 total area V(from upper)= 13750 Ib 4267 Ib Height of Shearwall= 8.3 ft Weight of Shearwall= 10.0 Ibs V(from main)= 0 Ib 0 Ib Length of Shearwall= 16.0 ft Tributary width for dead load= 5.5 ft V(from lower)= 0 Ib 0 Ib i, . Length of adjoining wall= 4.3 K �'(4n�S)= 13,750 Ib s(3'F��)= 4,267 Ib Use alternate R factor for selsmic? No y= 105 PLF v= 33 PLF IBC 2306.4.1 1.4 x O.�J3 x 260= 339 PLF USE "� CTOTAL= (floor above)+(this floor)_ + 867 Ibs = 867 Ibs Wind controis TTOTAL= (floor above)+(this floor)_ � + -225 Ibs = -225 Ibs Load case£1 conirols-Wind . f . „ ,._ ,, ,, r-------------------- -------------------------------------------i� � � '.' ,":.,:. � Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK � value for E in e uations 5 G and 8 E= z69 Ibs ; '---------------------------9---------'-'--'---------------------------------------------' ��