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Specifications (2) U, 75 ; LATERAL CALCULATIONS FOR TROXEL #1330-A (GARAGE LEFT) OREGON CITY , OREGON by RICHARD J. TURNER,P.E. REVISION#1 DATE: 01/06/16 JOB NUMBER: R13373 P NGINFF9 58949�J / OREGGJO/N.�— ��gAD15,200`x' J. EXP.DATE:o) ;-30-1- INDEX OF CALCULATIONS: PAGES DATE: 02/24/15 SHEAR WALL PLANS: 1 TO 3 SEISMIC LOADS: 4 TO 5 WIND LOADS: 6 TO 7 WALL DISTRIBUTION: 8 TO 9 FOOTING DESIGN: 10 DETAILS: 11 TO 17 REVISION#1 DATE: 01/06/16 SHEETS ADDED: 18 SHEETS REVISED: 3 3 -------------- --- rs r9 -- ------ -- - ------------- - ---- - a 1 „ -- -- - - - ---- - 9✓ /N /�h6 �ia•g zj.l� rN '8 r h ,a rt4 WILL ;D A ------ - -- LTO -mom== 1 AND ._______________ ING i 1 CABLE). ----______________ _______________ _ __ ------- ------ ___' CTION ARK. IF H H h H H h �6 �ry �H ❑ �N��Y �h�h \CKFILL ,IPACT Iii Ii, Iii Iq Ii i Ii OM AN rrHER CRETE F1 GE PARTIAL FOUNDATION PLAN 3 r - 2X EXTERIOR WALL D FLOOR FRAMING,PER PLAN WATERPROOFING BY OTHERS PLANTER BOX FILL: FREE-DRAINING I MATERIAL,BY OTHERS ° o I o e IIF #4 B4 BAR 6"WALL WITH e (1)-M4 VERT.AND ° HORIZONTAL BAR ° AT 2'-0'O/C,TYP. c AT CENTER OF WALL 84 BAR Qa 2'-0" O/C, STD. 6- ° HOOK/BEND d ° ° d a ° a d 8"FOOTING WITH(1)-84 BAR®2'-0" O/C 4'-6""HEEL" S2 END OF �( SHEAR 4 WALL 1�