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

GORDON HOMES I September 30 2013 I SDA Job # 7144 I 6 FRONT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Mafn Floor) Main Floor Level,e.g. Upper,Main, Lower 9.o tributary width 9.o tributary area Lt-Rt Load Direction,e.g.Left-Right, Front-Rear 36.0 total width 36 0 total area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 1.0 tributary width 1.0 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 Roor,Main Floor) 1 0 tributary width 1.0 tributary area 47.80 ft Total Length of Shearwalls 2 0 total width 2.o total area V(from upper)= 6840 Ib 4267 Ib Height of Shearwall= 8.5 ft Weight of Sh2arwall= 10.0 Ibs V(from main)= 0 Ib 0 Ib Length of Shearwall= 3.0 ft Tributary width for dead load= 220 ft V(from lower)= 0 Ib 0 Ib Length of adjoining wall= 4.3 ft ?�(�n�n)- 6,840 Ib 5�(�}ig)= 4,267 Ib Use alternate R factor for seismlc7 No v= 36 PLF y= 22 PLF IBC 2306.4.1 (2w/h) x 0 93 x 260= 171 PLF USE 1 CTOTAL= (floor above)+(this floor)_ � + +304 Ibs = 304 Ibs Wind controls TTOTAL= (Floor above)+(this floor)_ + -388 Ibs = -388 Ibs Load case 8 controls-Wind ;- ---------------------------------- ----------------, _ j Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK � ; value for E in e uations 5,6,_and 8: E_ 190 Ibs � ------------------------g-------------------------- -------------= LIVING ROOM REAR SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g. Upper,Main, Lower 14 8 tributary width 14 8 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 36.0 total width 36.o total area (For Left Wall,Use Front-Rear Load Direction) Not Used NOt Used CDX Sheathingtype �.0 tributarywidth 1.0 tributaryarea 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 ar2a 14.00 ft Total Length of Shearwalls 2.0 total width 2_0 total area V(from upper)= 6840 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= 5.0 ft Tributary width for dead load= 11.0 ft V(from lower)= 0 Ib 0 Ib Length of adjoining wall= 4.3 ft `�Sh�S)= 6,840 Ib s'(2:F��)= 4,267 Ib Use alternate R factor for seismic7 No V= 200 PLF V= 125 PLF IBC 2306.4.1 1.4 x 0.93 x 260= 339 PLF USE 1 CTOTAL= (floor above)+(this floor)_ � + 1702 Ibs � - 1702 Ibs Wind controls TTOTAL= (floor above)+(this floorj= + 1123 Ibs - 1123 Ibs Load case U controls-Wind ------- , =r , ----------------------------------------------------- ----------� , ,. ' Where overstrength factor is applicabie,use this USE SIMPSON DESIGNED HOLDOWN: CS14 ' value for E in e uations 5 6 and 8. E= 1062 Ibs � OR AT FOUNDATION!INTERIOR WALLS USE: STHD8/RJ � '-------------------------------------`--`------------------------------------------' GARAGE LEFT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g. Upper,Main, Lower 28 tributary width 9.8 tributary area Lt-Rt Load Direction,e.g. Left-Right,Front-Rear 36.o tota�width 36_0 total area (For Left Wail,Use Front-Rear Load Direction) Not USed NOt Used CDX Sheathing type 1.0 tributary width 1.0 tributary area Values from table 23D6.4.1 of the 2006 IBC 2.0 total width 2.0 total area ROof Resisting Dead Load Not Useci Not Used (e.g.Roof,Upper Floor,Main Floor) 1.0 t�ibutary width 1.0 tributary area 19.25 ft Total Length of Shearwalls 2.o total width 2.0 totai area V(from upper)= 6840 Ib 4267 Ib Height of Shearwall= 8.5 ft Weight of Shearwall= 10 0 Ibs V(from main)= 0 Ib 0 Ib Length of Sheanvall= 36.0 ft Tributary width for dead load= 12.5 ft V(from lower)= 0 Ib 0 Ib Length of adjoining wall= 4 3 ft `�(�n�o)= 6,840 Ib L'(LF�y)= 4,267 Ib Use altemate R factor for seismic? No V= 96 PLF y= 60 PLF IBC 2306.4.1 1.4 x 0.93 x 260= 339 f'LF USE 1 .:�, , . ;-tr CTOTAL= (floor above)+(this floor)_ � + 818 Ibs = 818 Ibs Wind controls TTOTAL= (Floor above)+(this floo�)_ + -11 gq Ibs = -1194 Ibs Load case 8 controls-Wind ; Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK ; value for L in e uations 5,6,and 8: E= 510 Ibs ; �------------------q--------------------------------------------