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T.O. CONC. SLAB <br />S.A.D. <br />T.O. CONC. SLAB <br />S.A.D. <br />T.O. SLAB <br />PER PLAN <br />STD. BAR OFFSET TO <br />LONG. BARS AT JOINT <br />STIRRUPS, TYP. <br />FTG. REINF. <br />TOP & BOTTOM <br />STD. 90° <br />VERT. <br />HOOKS <br />STD. 90° HOOK., TYP. <br />STIRRUPS, TYP. <br />FTG. REINF. <br />TOP & BOTTOM <br />TYP. <br /> Ls <br />TYP. Ls <br />IF D - 2"> Ld. <br />HOOKS NOT REQ'D, TYP. <br />D <br />TO <br /> <br />M <br />A <br />T <br />C <br />H <br /> <br />( <br />E <br />) <br />S. <br />O <br />. <br />G <br />. <br /> <br />( <br />5 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />(N <br />) <br /> <br />C <br />O <br />N <br />C <br />. <br /> <br />S <br />L <br />A <br />B <br />CHIP (E) S.O.G. <br />& EXPOSE (E) REINF. <br />#4 ADHESIVE DOWELS <br />@ 12" AT EACH EDGE. <br />SEE NOTE 1 <br />(E) S.O.G. <br />SLAB REINF. PER PLAN <br />PREPARE SUBGRADE <br />AS PER <br />GEOTECHNICAL <br />REPORT <br /> Ls <br />ED <br />G <br />E <br /> 1 <br />" <br /> <br />C <br />O <br />N <br />T <br />. <br />6" <br />NOTE: <br />1. WHERE ADHESIVE DOWELS CANNOT BE INSTALLED, CONTRACTOR'S OPTION TO CHIP BACK <br />(E) SLAB-ON-GRADE AND EXPOSE (E) REINFORCEMENT TO LAP WITH NEW SLAB BARS. <br />V. <br />I <br />. <br />F <br />. <br />4" <br /> <br />M <br />I <br />N <br />. <br />AT CONTROL JOINT <br />SAW CUT WITH EARLY <br />ENTRY SAW AS SOON <br />AS CONC. WILL NOT <br />RAVEL. FILL WITH <br />SEALANT <br />TYP. SLAB REINF. <br />PER PLAN <br />PREPARE <br />SUBGRADE <br />PER GEOTECH. <br />REPORT <br />1 <br />1 <br />/ <br />4 <br />" <br /> <br />+ <br />/ <br />- <br />H, <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />1/4"+/- <br />EXTEND 50% OF BARS <br />ACROSS JOINT <br />SEE NOTE 2 <br />NOTES: <br />1. CONTRACTOR TO SUBMIT THE CONTROL AND CONSTRUCTION JOINT PLAN TO THE SEOR AND <br />ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO POURING THE SLAB-ON-GRADE. <br />2. BARS MAY BE CONTINUOUS AT CONTROL JOINTS IN REGIONS NOT SENSITIVE TO DISTRIBUTED <br />SHRINKAGE CRACKING (E.G., COVERED, ETC.). INCLUDE PROPOSED LOCATIONS IN THE PLAN NOTED <br />IN NOTE 1. <br />3. DO NOT CUT SLAB BARS AT CONTROL JOISTS AT STRUCTURAL SLAB-ON-GRADES. PER PLAN FOR <br />LOCATIONS. <br />FTG. PER PLAN, <br />(E) S.O.G., V.I.F. <br />SEE SCH. FOR REBARSEE SCH. FOR REBAR <br />SEE FOR <br />CONN. TO (E) S.O.G. <br />3/S0.22 <br />PREP SUBGRADE <br />PER GEOTECH. <br />REPORT, TYP. <br /> PER PLAN <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PE <br />R <br /> <br />G <br />E <br />O <br />T <br />E <br />C <br />H <br />. <br /> <br />R <br />E <br />P <br />O <br />R <br />T <br /> 6 <br />' <br /> <br />- <br /> <br />0 <br />" <br />NOTE: <br />1. ALL EXCAVATIONS SHALL BE MADE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE <br />GEOTECH. REPORT AND OSHA REQUIREMENTS. <br />2. ADJACENT (E) FOUNDATIONS TO BE UNDERPINNED AS REQ'D. <br />Ld <br />h <br />STEM WALL <br />6" THK. <br />#4 @ 12" O.C. E/W#4 @ 12" O.C. E/W <br />#4 @ 12" O.C. <br />INTO S.O.G. <br />12" <br />Ls <br />SEE PLAN FOR REBAR <br />S.O.G. NOT SHOWN <br />FOR CLARITY <br /> 4 <br />" <br /> <br />M <br />I <br />N <br />. <br />STEM WALL, SEE <br />FOR REBAR, DISPLACE <br />AROUND SLEEVE <br />4/S0.22 <br />MIN. (2) HORIZ. BARS <br />RUNNING ABOVE SLEEVE <br />SLEEVE, SEE M.E.P. DWGS.PROVIDE (4) #4 DIAG. <br />BARS, EXTEND Ld <br />BEYOND SLEEVE. <br />PROVIDE STD. HOOK IF <br />Ld CANNOT BE ACHIEVED <br />'H <br />' <br />'H <br />' <br />MIN. <br />1' - 6" <br />3" <br /> <br />M <br />A <br />X <br />. <br />'d <br />' <br />NATURAL SLOPE <br />NOTES: <br />1. COORDINATE LOCATION, DEPTH, EXTENT, AND EDGE CONDITIONS OF DEPRESSION WITH <br />ARCHITECTURAL DRAWINGS. <br />2. SEE TYP. S.O.G. DETAIL FOR SLAB THICKNESS 't', REINF. & SUBGRADE PREPARATION, TYP. <br />1:6 MAX. SLOPE <br />SLAB REINF. PER <br />PLAN, TYP. <br />NOTES: <br />1. COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />C <br />L <br />R <br />. <br />NO <br />T <br />E <br /> <br />1 <br />6" <br /> <br />M <br />A <br />X <br />. <br />TYP. <br />2" CLR. <br />TYP. <br />NOTE 1 <br />SLAB ON GRADE <br />APPLY BONDING AGENT <br />#4 DOWELS AT 18" MAX. <br />SPACING W/ 3" EMBED AT <br />PERIMETER AND AT EA. <br />CORNER <br />#4 @ 12" CONT. <br />SITE ACCESSORY, S.A.D. <br />BASE CONN. PER MANUF. <br />TYP. <br />1' - 0" <br />3/4" CHAMFER AT TOP <br />OF CONC. EXPOSED TO <br />VIEW <br />DBL. TIES AT TOP <br />(4) #4 VERT. + <br />#3 @ 10" O.C. TIES, TYP. <br />TYP. <br />3" CLR., <br />GR <br />A <br />D <br />E <br /> <br />M <br />I <br />N <br />. <br /> 6 <br />' <br /> <br />- <br /> <br />0 <br />" <br /> <br />E <br />M <br />B <br />E <br />D <br />. <br /> <br />B <br />E <br />L <br />O <br />W <br />Scale <br />Project number <br />Date <br />Drawn by <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />As indicated <br />2/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />: <br />5 <br />5 <br />: <br />5 <br />7 <br /> <br />P <br />M <br />S0.22 <br />TYPICAL <br />FOUNDATION <br />DETAILS <br />23005.10 <br />CYPRESS STREET <br />FIRE STATION <br />REHABILITATION <br />CITY OF SANTA ANA <br />01/12/2024 <br />IK <br />625 S. CYPRESS <br />S0.22 3/8" = 1'-0" <br />1 FOOTING REINFORCING AT CORNER AND <br />INTERSECTION <br />S0.22 1" = 1'-0" <br />3 SLAB-ON-GRADE TO EXISTING SLAB-ON-GRADE <br />S0.22 1" = 1'-0" <br />2 TYPICAL SLAB-ON-GRADE <br />S0.22 1" = 1'-0" <br />4 TYPICAL FOUNDATION WITH STEM WALL <br />S0.22 1" = 1'-0" <br />5 TYPICAL SLEEVE PENETRATION IN STEM WALL <br />No. Description Date <br />1 100% DD ISSUANCE 01/12/2024 <br />2 75% CD ISSUANCE 03/15/2024 <br />3 90% CD ISSUANCE 05/03/2024 <br />4 PERMIT SET 05/17/2024 <br />5 BACKCHECK SET 01/17/2025 <br />S0.22 3/4" = 1'-0" <br />7 CONCRETE SLAB-ON GRADE DEPRESSION <br />S0.22 3/4" = 1'-0" <br />6 TYPICAL HOUSEKEEPING PAD AT SLAB-ON-GRADE <br />S0.22 3/4" = 1'-0" <br />8 TYPICAL SITE PILE FOOTING <br />EXP. 03/31/26 <br />No. C78947 <br />STATEOF CA LIFORNIA <br />REGISTERED PROF E SSIONALENGINEE <br />R <br />NINAAZAD HMAHJOUB <br />E <br />CI V IL <br />DATE SIGNED <br />02/27/2025 <br />6 2 BACKCHECK SETND 02/27/2025