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600T163-54 BOTTOM TRACKWALL STUDS PER PLANSLAB ON GRADE PER PLAN5/8" ANCHORS x 4" EMBED AT 48" O.C.POST INSTALL OPTION: 5/8" KB-TZ x 4" EMBED(2) CONTINUOUS #5, TOP & BOTTOMSUBGRADE GRAVEL PER SOIL REPORT0' - 6"5/8" Ø ANCHORS x 8" EMBED WITHIN 12" OF EA END AND AT 48" O.C. MAX. ATLEAST (2) ANCHORS PER TRACK. SMS AT 6" O.C.0' - 8"ARCHCURB PER24" MIN PER SOIL REPORT1' - 0"LHLH = STANDARD HOOKL = STANDARD LAPLLHLLAT CONCRETE WALLS, PROVIDE CONT VERT BAR AT INSIDE CORNER OF REBAR BENDSSCREWS AT 8" O.C. ENTIRE HEIGHT OF EACH STUD.(2) STUDS BACK TO BACK AT EACH HOLDOWN.SIMPSON HOLDOWN PER PLAN600T200-54 BOTTOM TRACKWIDEN FOOTING WHERE REQ'D TO PROVIDE 3" CONCRETE COVERTYP SLAB REINFORCINGEQEQANCHOR TO HAVE 3" CLR CONCRETE COVER ALL AROUND.(6) #14 SMS FROM HOLDOWN INTO (2) STUDS5/8" Ø GR. 36 F1554 ANCHOR ROD3" CLR2.5" MIN4d12d180° -HOOK90° -HOOK#9-11, 8d≤#8, 6d#14-18, 10d≥#6, 6d≤#5, 4d2.5" MIN4d≥#6, 12d≤#5, 6d, 3" MIN3" MIN6d180° -HOOK135° -HOOK90° -HOOK11FOOTING DIMENSIONS AND REINFORCING PER PLAN.PIPE PARALLEL TO FOOTINGBACKFILL AND COMPACT TRENCH AFTER PLACING PIPECONCRETE FILL WITH SAME PROPERTIES AS FOOTING. FOOTING DIMENSIONS AND REINFORCING PER PLAN.PIPE UNDER FOOTINGCLRCLRCLR12CLR DIMENSION SHALL BE GREATER THAN 'd' BUT NOT LESS THAN 4".'d'FOOTING DIMENSIONS AND REINFORCING PER PLAN.PIPE THROUGH FOOTING'd'STEEL PIPE SLEEVE OR COMPRESSIBLE WRAPCLRTO REINF 2" CLRPIPE SLEEVE/WRAPDO NOT PLACE PIPES BELOW THIS LINEPANEL EDGE FASTENERS PER PLAN(2) #5 BARS, TOP.(2) #5 BARS, BOTTOM.TURN SLAB REINFORCING DOWN INTO FOOTING, OR UP INTO CURB (ALTERNATE)5/8" Ø GR. 36 F1554 ANCHOR ROD AT 48" O.C. MAX.1' - 0"#4 BAR IN CURB0' - 4"3" MIN COVERPER SOIL REPORTSUBGRADE GRAVELSOILS REPORT24" MIN PERHSS POST PER PLAN3" CLR(2) 5/8" Ø GR. 36 F1554 ANCHOR ROD0' - 4"POST BASE PL1/2x6x101/41/4JOB #2103011661 STOREYFIELD LANELINCOLN, CA 95648(760) 458 -6449calstructuralengineering.comCOPYRIGHT LIVINGSTON ENGINEERING CHEVRON CAR WASH2494 E. FREMONT ST.STOCKTON, CA 95205845 S. Commerce StreetStockton, CA. 95206(209) 662-4875apexplanning@hotmail.comSteven Anthony Torres IIArchitect # C32553APEXARCHITECTURE20-21STRUCTURALENGINEERINGS3FOUNDATIONDETAILS8-19-20211 1/2" = 1'-0"ATHICKENED SLAB AT INTERIOR WALL1" = 1'-0"BCONCRETE REINFORCING CORNERS1 1/2" = 1'-0"CTYPICAL HOLDOWN1" = 1'-0"DSTANDARD REBAR HOOK1" = 1'-0"ESTANDARD STIRRUP HOOK1" = 1'-0"GTYPICAL PIPE AT FOOTING1 1/2" = 1'-0"FEXTERIOR WALL FOOTING1 1/2" = 1'-0"1POST BASE AT FOOTINGANOISSEFORPLENG INE ER CFOETATS CALIFORNIAILRETRACVIN GSTO N C88841LIVICA.S6946EXP. 06-30-22STRUCTURALATRN07-23-2108-23-21