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HOUSt- Gr Nwmtc <br />RLLD& ASSOCIA7 I:.: PS <br />971I _O (D ,WA S.:S( <br />(illA10NI75, N'A 9%024 \ <br />(425)771 M3 <br />STRUC"IURAL REVIEW \ <br />1111% DRAWING IIAS BEEN REVIEWED IUR <br />Sl W'("I 6RU. RLQt-1KE?ILNTS ONLY PER I11L <br />A Il A( 111.1) 1 LFHIR ANDIOR CALCLI.AIIONS <br />BY QH _ <br />Jon°J15-2ql oa A <br />VOID II NOl' U'6.T 6iQNI'0 <br />MAt1GR-?-r IITi PSARk U'ZU <br />Z,vISTING <br />-LAF II RL <br />EYISTINI; <br />CfAu PNj�1J <br />wlLu- <br />GENERAL NOTES <br />IBC 2006 EDITION <br />35 PCF EOUIVILENT FLUID PRESSURE <br />2000 PSF SOIL BEARING PRESSURE <br />PLYWD PER PLAN FL2.6 <br />MING NO SURCHARGE <br />PLAN 5 SACK CEMENT PER CUBIC YARD, <br />2500 PSI MINIMUM COMPRESSIVE STRENGTH, <br />MAXIMUM 6 GALLONS WATER PER SACK <br />SON A35 @ 16' o/c <br />A35 E.S. @ 24' o/c GRADE 60 STEEL FOR R5 6 LARGER <br />GRADE 40 STEEL FOR R4 g SMALLER <br />P.T. PLATE w/l0' A.H. BACKFILL WITH POUROUS MATERIAL; <br />' OC. DO NOT CREATE AN UNEDUAL BACKFILL UNTIL <br />FOOTING BACK FILL IS COMPACTED IN PLACE <br />• 1 if 1 6' MIN <br />4' CLR \� 8' CONC WALL <br />!' 2x BLK'G @ 16:SP <br />w/ c2)-114 TOP FOR (3) JST94H @ 0' / c w/ 10a @ q4H @ 10' o/c PLYWOOD SEE DETAIL 6 FOR <br />ALL OTHER INFO <br />• TOP CONNECTION AT PARALLEL JST <br />Scale Mi= e I -0 Sectbn Vie. 00� <br />T'-6' <br />MAX <br />1 ,/— N4x24' @ 16' o/c <br />CONC FTG <br />w/ (2) - 44 CONT <br />RE LD A AScp( IA I I.S. 1'S <br />° 871 1.212111 S+It I.(:.[ S w. <br />E LEAONIIS. WA 18026 <br />{ <br />4'b FIG (425) 778-2793 <br />fle <br />DRAIN IN STRUCTUI(AL REVIEW <br />GRAVEL POCKET InISDUAW'1NGunSBU;NREVIEWEDIOR <br />1D • a • CI III'(II RAL Rl'Ql;lltENI.'afS ONLY PI K 1111, <br />A I"I A(I II I) LLI-FLK ANVIOR CAI CLLA'110VS <br />BY QN <br />CUR 9• JOB u <br />_ 2 <br />BEAR6VG---g9 nnlr _O_T2/I dl <br />I'-9' SOIL vrull l: �nnrE1 SIrS[D <br />Z SLAB W/ <br />6 W1.4 X W1.4 WWF <br />OR R3 IF 12'o/c E.W <br />6 7'-6" MAX RESTRAINED FND WALL <br />Scale NTS = 1'-0e Section View <br />