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

GORDON HOMES Se tember 30, 2013 SDA Job # 7144 7 REAR SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Roor) Tributary Area(Main Floor) Main Floor Level,e.g. Upper,Main, Lower 3.o tributary width 3.o tributary area Lt-Rt Load Direction,e.g. Left-Right, Front-Rear 36.o total width 36.o total area (Por Left Wall,Use Front-Rear Load Direction) Not US2d NOt U52d 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.Roor.upper Roor,Main Roor) �,0 tributary width 1.0 tributary area 25.00 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 Shearwall= 10.0 ibs V(from main)= 0 Ib 0 Ib Length of Shearwall= 4A ft Tributary width for dead load= 15.5 ft V(from lower)= 0 Ib 0 Ib Length of adjoining wall= 4.3 ft ?(S2�vfi)= 6,840 Ib z(�'��x)= 4,267 Ib Use alternate R factor for selsmic? No V= 23 PLF V= 14 PLF IBC 2306.4.1 1.4 x 0.93 x 260= 339 PLF USE 1 CTOTAL= (floor above)+(this floor)_ � + �g4 Ibs = �94 Ibs wind controis TTOTAL= (floor above)+(this floor)_ + -430 Ibs = 430 Ibs Load case e cornrols-Wind ------ --------------------------- � Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK � value for C in e uations 5,6,and 8: E_ �21 �bs ; �----------------------q----------------------------------------------------------' GARAGE FRONT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g. Upper, Main, Lower 11.0 tributary width 11A tributary area Ft-Rr Load Direction,e.g. Left-Right, Front-Rear 90.0 total width 90.0 total area (For Left Wall,Use Fronl-Rear Load Direction) Not Used Not Used CDX Sheathing type 1.0 tributary width �.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 Floor,Main Floor) 1 0 t�ibut8ry width 1.0 tributary area 3.90 ft Total Length of Shearwalls 2.0 total width 2A total area V(from upper)= 13750 Ib 4267 Ib Heighi of Shearwall= 6.5 ft Weight of Shearwall= 10.0 Ibs V(from main)= 0 Ib 0 Ib Length of Shearwall= 1.9 ft Tributary width for dead load= 3.0 ft S V(from lower)= 0 ib 0 Ib �. Length of adjoining wall= 4.3 ft + ��(�2ivS)= 13,750 Ib 2;(?.'Fix)= 4,267 Ib Use alternate R factor for seismic? No V= 431 PLF V= 134 PLF ;3x framing required��er IE3C; IBC 2306.4.1 1 4 x 0.93 x 380= 495 PLF USE 2 CTOTAL= (floor above)+(this floo�)_ + 2801 Ibs = 2801 �bs Wind conlrols TTOTAL= (floor above)+(thi5 f100�)_ � + 2549 Ibs = 2549 Ibs Load case 6 controls-Wind ' �------ ------- -------- -------- ---- ----------- -- ----� ,�; �. . �.��.. � : ;.. ...:.....:: 4 ; 1Nhere overstrength factor is applicable,use thfs USE SIMPSON DESIGNED HOLDOWN: MST48 � ;_______value for E in ec�uations 5_6_and 8:___________ E= 869 Ibs � OR AT FOUNDATION/INTERIOR WALLS USE: STHD1 O/RJ GARAGE REAR SHEARWALL WIND SEISMIC f=loor Info Tributary Width(Main Floor) Tributary Area(Main Floor) � Main Floor Level,e.g. Upper,Main, Lower 34A tributary width 34.o tributary area Ft-Rr Load Direction,e.g. Left-Right, Front-Rear 90 o total width 90.o total area (For Left Wall,Use Front-Rear Load Direction) NOt Used NOt U58d l_ 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 2A total area Roof Resisting Dead Load Not Used Not Used g (e.g.Roof.Upper Floor,Main Floor) 1.0 t�ibutary width 1.0 tributary area � 14.00 ft Total Length of Shearwalls 2.D total width 2.0 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= 3.0 ft Tributary width for dead load= 5.o ft I V(from lower�= 0 Ib 0 Ib = •�. , . ' . Length of adjoining wall= 4.3 ft � ��(S2ivfi)= 13,750 fb �'(L"µx)= 4,267 Ib Use alternate R factor for seismlc? No � V= 371 PLF V= 115 PLF 3x framiny required per IBC IE3C 2306 4.1 1.4 x 0.93 x 380= 495 PLF USE 2 CTOTAL= (floor above)+(this floor)_ � + 3�54 Ibs = 3154 Ibs Wind controls TTOTAL= (floor above)+(this floor)_ + 2770 Ibs = 2770 Ibs Load case f3 controls-wind - ------ - ----------- ---------------------- -------; _ _.., s : �p I VVhere overstrength factor is applicable,use this USE SIMPSON DESIGNED HOLDOWN: MST48 � � value for E in e uations 5,6,and 8 _ E___ `��`��bs � OR AT FOUNDATION/INTERIOR WALLS USE STHD1 O/RJ a �..-------------------q------------------