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2" � <br />J <br />g} 11.212TI i ST FILET S W <br />CDMONDS. WA 98026 <br />(425) 778-2793 <br />STRUCTURAL REVIEW <br />1111S DRAWING HAS BEEN REVIEWED FOR <br />CTRL(TLRAI. REQUIREMI.NTSONLY PLR 11It <br />A 11 ACIII.1) 1 L ITLR ANWOR CALCULATIONS <br />loD< 09-299 - 06 /IS/2ai <br />HORIZONTAL REINFORCEMENT: <br />PER SCHEDULE <br />VERTICAL REINFORCEMENT: <br />PER SCHEDULE —� <br />8" CONCRETE WALL <br />(2500psi MIN) 0'-9" MIN <br />1• I ` ONTFILL <br />_Q T �LY�U <br />T y i _' • V 1 <br />I <br />'N ASNOC I AI CS. [IS <br />II L212111 NTHLLI S W. <br />• .. v-n•r I <br />SI pi <br />ST UCIURALRCVIEW <br />lliIS DRAWING HAS BEEN REVIEWED TOR 1 <br />Sl'RIF('IL-IAI. HIiQGIRESI04T60NLY 1'GH llll � <br />A 11 ACI OLD I.CT'tLR AND/OR CALCULATIONS <br />DY._akL— _— <br />)OD u.,r�-7Il DATE _061.1$ 201 <br />TOE BARS: <br />PER SCHEDULE <br />GENERAL NOTES, IBC 2006 EDITION. <br />35 PCF EOUIVILENT RUA, 2000 PST SOIL KARIN,. 0 PSF SURCHARGE <br />5 SAO( CEMENT PER CUBIC YARD. 2500 PS MINIMUM COWRES9VL STRENGTH, <br />MAtlMUM 6 GALLONS WATER PER SACK <br />GRADE 60 STEEL FOR /5 k URGER. GRADE ILO STEEL FOR f4 h SMALLER <br />BACKFU WITH POURCUS MATERIAL: PROVIDE TEMPORA9Y BRA1';NGS AS REWD <br />UNTIL SUB IS CONSTRUCTED AND CURED <br />° <br />�� 2"CUR SLAP: 21 <br />VMIN <br />MAX HEIGHT <br />OF BACKFILL: <br />PER SCHEDULE <br />DOWELS W/ STANDARD HOOK <br />5"MIN EMBED INTO FIG: <br />SAME AS VERT REINF SPACING <br />CONCRETE FOOTING <br />(2500psi MIN) W/ <br />K4 CONT 0 10"O.C. <br />4"0 FTG DRAIN I <br />IN GRAVEL POCKET FTG <br />3"CLR—J' L-TCLR <br />TOE WIDTH: HEEL WIDTH: <br />PLR PER <br />SCHEDULE SCHEDULE <br />COMPACTED FRONT F'.-L 4' SLAB W/ <br />@ 1+2 (V:H) MAX SLOPE 'or' 6X6 W1.4 X W1.4 WWF <br />EXTEND 6'-0' MIN OR 83 @ 12'o/c E.W. <br />REINFORCEMENT 6 FOOTING SCHEDULE <br />MAX HEIGHT <br />OF BACKFILL <br />VERTICAL <br />REINFORCEMENT <br />HORIZONTAL <br />REINFORCEMENT <br />TOE WIDTH <br />WALL VIDTI <br />HEEL WIDTH <br />FTU THCK <br />TOE BARS <br />51-0' <br />04 @ 16'o/c <br />114 @ 10'o/c <br />1 9' <br />1 8' <br />1 1'-0' <br />1 10' <br />1 None Req'd <br />lU CANTILEVERED F❑UNDATI❑N WALL _ <br />Scale: 3/4' = 1`0" <br />