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(E) FOUNDATION TO REMAIN, TYP. <br />(E) FOUNDATION TO REMAIN, TYP. <br />(E) FOUNDATION TO REMAIN, TYP. <br />(E) CRAWL SPACE <br />7 <br />-- <br />TYP. <br />HDU <br />4 <br />HDU <br />4 <br />(N) 4" SLAB ON GRADE <br />W/ #4 BARS @ 16" O.C. <br />EA. WAY <br />(E) SLAB TO REMAIN <br />(PROVIDE MIN. 3 COATS OF CONCRETE <br />FLOOR MOISTURE RETARDANT <br />BARRIER (REDGARD WATERPROOFING <br />MEMBRANE ESR-1413) <br />(E) FOUNDATION TO REMAIN, TYP.(E) FOUNDATION TO REMAIN, TYP. <br />1 <br />-- <br />TYP. <br />1 <br />-- <br />TYP. <br />1 <br />-- <br />TYP. <br />2 <br />-- <br />TYP. <br />3 <br />-- <br />TYP. <br />4 <br />-- <br />TYP. <br />5 <br />-- <br />TYP. <br />6 <br />-- <br />TYP. <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />2 <br />-- <br />TYP. <br />3 <br />-- <br />TYP. <br />4 <br />3 <br />1 <br />2 <br />24" LAP TYP. <br />TOP BARS <br />4" SLAB PER PLAN, TYP. <br />12" MIN. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR <br />BOLTS AND 3"x3"x5/16" WASHERS @ <br />6'-0" O.C. W/ 7" MIN. EMB. <br />STUD WALL PER PLANS <br />SHEAR PANEL'G. PER <br />SCHEDULE (WHERE <br />OCCURS) <br />8" <br />MI <br />N <br />. <br />G.I. WEEP SCREED <br />EXTERIOR FINISH PER <br />PLANS <br />EXTERIOR SLAB FOOTING (1-STORY) <br />NOTE: SEE SCHEARWALL SCHEDULE <br />FOR A.B. SPACING IN SHEARWALL <br />#4 BAR @ 16" O.C.E.W, TYP. <br />10 MIL VISQUINE, (PLASTIC VAPOR <br />BARRIER) <br />4" THICK BASE OF 1 <br />2" CLEAN <br />AGGREGATE2 - #4 BARS T&B <br />(E) SLAB <br />12" MIN. <br />24 <br />" <br />MI <br />N <br />. <br />(N) STUD WALL PER PLANS <br />(N) SHEAR PANEL'G. PER <br />SCHEDULE <br />2- #4 HORIZ. BARS @ T&B., TYP. <br />#5 DOWELS @ 16" O.C., W/ 6" MIN <br />EMB. EPOXY SET WITH SIMPSON <br />SET-3G EPOXY (4075), SPECIAL <br />DEPUTY INSP. REQ'D. <br />G.I. WEEP SCREED <br />(N) CONC. FTG PER PLANS <br />P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR <br />BOLTS AND 3"x3"x5/16" WASHERS @ <br />6'-0" O.C. W/ 7" MIN. EMB. <br />NOTE: SEE SCHEARWALL SCHEDULE <br />FOR A.B. SPACING IN SHEARWALL <br />EXTERIOR SLAB FOOTING (1-STORY) <br />13 <br />4" MIN. <br />POST PER PLANS <br /> 5 <br />8"Ø SIMPSON <br />"SSTB16" <br />12 <br />5 8" <br />M <br />I <br />N <br />. <br />14 <br />1 16 <br />" <br />MA <br />X <br />. <br />17 <br />8" <br />HOLD DOWN @ NEW SLAB <br />13 <br />4" MIN. <br />POST PER PLANS <br />5 <br />8"Ø ANCHOR BOLT <br />SET WITH SIMPSON SET-3G <br />EPOXY (ER-4075) OR EQUIV., <br />SPECIAL DEPUTY INSP. REQ'D. <br />10 <br />" <br />MI <br />N <br />. <br />HOLD DOWN @ EXISTINGSLAB <br />SIMPSON HOLD <br />DOWN PER PLANS <br />SIMPSON HOLD <br />DOWN PER PLANS <br />6DOWEL DETAIL 7 <br />(N) FTG.(E) FTG. <br />P.T. MUDSILL W/ ANCHOR BOLTS <br />PER PLAN <br />S.S.T. "LSTA36" @ (N) AND (E) <br />SILL PL. CONNECTION <br />(WHERE OCCURS) <br />REBAR PER PLANS, <br />TYP. <br />24"8" <br />#4 DOWELS, T&B <br /> EPOXY SET WITH <br />SIMPSON SET-XP <br />EPOXY (RR25744), <br />SPECIAL DEPUTY <br />INSP. REQ'D. <br />85 <br />(E) FOOTING TO REMAIN <br />#4 BAR @ 16" O.C.E.W, TYP.18" LAP TYP. <br />TOP BARS <br />#5 DOWELS @ 16" O.C., W/ <br />6" MIN EMB. EPOXY SET <br />WITH SIMPSON SET-3G <br />EPOXY (4075), SPECIAL <br />DEPUTY INSP. REQ'D. <br />(N) 4" SLAB <br />18" <br />12" <br />2 - #4 BARS @ BOTTOM <br />3" MIN. <br />STUD WALL PER PLANS <br />4" THICK BASE OF 1 <br />2" CLEAN <br />AGGREGATE <br />10 MIL VISQUINE, (PLASTIC <br />VAPOR BARRIER) <br />SLAB CONNECTION DETAIL <br />POST PER PLANS <br />FOUNDATION PER PLANS <br />13 <br />4" MIN. <br />10 <br />" <br />MI <br />N <br />. <br />5 <br />8"Ø ANCHOR BOLT <br />SET WITH SIMPSON SET- EPOXY <br />(ER-265) OR EQUIV., SPECIAL <br />DEPUTY INSP. REQ'D. <br />HOLD DOWN @ EXISTING FOUNDATION <br />SIMPSON HOLD <br />DOWN PER PLANS <br />DR <br />A <br />W <br />I <br />N <br />G <br /> <br />D <br />A <br />T <br />E <br />: <br />Ju <br />l <br /> <br />2 <br />3 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />( <br />9 <br />: <br />3 <br />7 <br /> <br />A <br />M <br />) <br />SHEET #: <br />JO <br />B <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />94 <br />1 <br /> <br />W <br /> <br />M <br />C <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br />/ <br />9 <br />4 <br />1 <br /> <br />W <br />MC <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />NO <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />BY <br />: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br /> <br />B <br />Y <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />RE <br />V <br />I <br />E <br />W <br />E <br />D <br /> <br />B <br />Y <br />: <br />PE <br />R <br />M <br />I <br />T <br /> <br />N <br />O <br />. <br />-- <br />C. <br />S <br />. <br />A. <br />C <br />. <br />C. <br />S <br />. <br />DE <br />S <br />I <br />G <br />N <br /> <br />G <br />R <br />O <br />U <br />P <br />: <br />ENGINEER OF RECORD: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />HO <br />M <br />E <br />RE <br />M <br />O <br />D <br />E <br />L <br />/ <br />( <br />N <br />) <br />AD <br />U <br />SSDSTA <br />N <br />D <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />CIV <br />I <br />L <br />- <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />Located at: <br />17940 Ventura Blvd. <br />Encino, CA 91316 <br />Call: <br />(213) 373-4513 <br />A. <br />C <br />. <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />02-S2 <br />ADU FOUNDATION PLAN (PROPOSED) <br />SHOWING AREA OF WORK SCALE: 1/4"=1'-0" <br />HOLD DOWN LEGEND: <br />NEW 4X6 POST W/ HDU4 HOLD DOWN <br />PER DETAIL #1 <br />NEW 4X6 POST W/ HDU4 HOLD DOWN <br />PER DETAIL #10/SD1 <br />MAIN HOUSE FOUNDATION PLAN (PROPOSED) <br />SHOWING AREA OF WORK SCALE: 1/4"=1'-0"