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J . CLARK JOHNSON 1418 - 112TH AVE. N.C. <br /> BELLEVUE, WA. 98004 <br /> CONSULTING ENGINEER I, (2061 454-7137 <br /> r ((2065 637-2949 <br /> - — 8d 0 2"o.c. FOR 4'-O" <br /> 0 EACH JOIST <br /> PLY. - <br /> 2K BLOCKING <br /> �A35 CLIPS a 16"o.c. 1 <br /> ---,, <br /> JOIST TO SILL PLATE p <br /> _ _�-- P.T. 226 PL. W/1/2'¢K1O" <br /> _ A.B. 9 48"o.c. pU� <br /> 7 <br /> JOIST PER PLAN <br /> 2_N4 <br /> CONT. , <br /> i <br /> i N4 10"o.c. HORIZ.-- _ CAUTIONII <br /> AT CORNERS, RUN HORIZ. DO NOT BACKFILL <br /> X. REINF, TO FAR FACE OF 8" UNTIL <br /> CONC. AND HOOK 24" MIN. — <br /> CONSTRUCTION IS <br /> iCOMPLETE <br /> IMP a4 6 12" o.c. VERT. <br /> INSIDE FACE---- ---- r <br /> I" <br /> SLAB-- CLR. <br /> 1- -- ----�_ - -DRAIN TO DAYLIGHT <br /> IN GRAVEL <br /> 2'-0! I 2-#4 CONT. <br /> TY_P . BASEMENT 'WALL <br /> JOIST PERP , TO CONC . WA--LL--o <br /> ID-6sWi�- <br /> JOB: MERRILL CREEK PHASE II <br /> LOCATION: EVERETT, WA. <br /> CLIENT: MUCO CONSTRUCTION <br /> DATE: 3/27/97 PAGE: r� <br /> BY: T. PINES C OF: 4 <br /> i <br />