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SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-14 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-13 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-15 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-16 SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-12 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-18 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-17 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-19 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-20 <br />2'-0" <br />TYP <br />2'-0" <br />TYP <br />NOTES: <br />1.SEE CONCRETE NOTES <br />AND TYPICAL DETAILS <br />FOR REBAR CLEARANCES. <br />2.VERTICAL REBAR NOT <br />SHOWN, SEE DETAILS. <br />SINGLE LAYER BARS <br />CORNER INTERSECTION <br />#4 HAIRPIN BAR TO <br />MATCH SPACING <br />OF EA HORIZ BAR <br />BENT BAR TO MATCH <br />SIZE AND SPACING OF <br />EA HORIZ BAR, TYPINTERSECTION <br />LAP SPLICE <br />LENGTH TYP <br />DOUBLE LAYER BARS <br />CORNER INTERSECTION INTERSECTION <br />DD <br />D <br />6d4" M <br />I <br />N <br />ALL GRADES OF STEEL <br />D = MINIMUM FINISHED INSIDE BEND DIA <br />d = NOMINAL REBAR DIAMETER <br />TOL = TOLERANCE (PER ACI 117) <br />NOTES: <br />1.REINFORCING BEING LAP SPLICED MUST MEET ONE OF THE FOLLOWING CONDITIONS: <br />A.CASE 1: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN ONE BAR DIAMETER, <br />CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT THE <br />SPLICE LENGTH. <br />B.CASE 2: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS <br />AND THE CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER. <br />C.FOR ALL OTHER CASES, MULTIPLY THE SPLICES SHOWN BY 1.5. <br />2.THE ABOVE VALUES ARE FOR: UNCOATED REINFORCEMENT, GRADE 60 REBAR, CLASS B, NORMAL WEIGHT <br />CONCRETE. <br />3.TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF NEW CONCRETE PLACED BELOW <br />THE BAR. BOTTOM BARS ARE ALL OTHER HORIZONTAL OR VERTICAL REINFORCEMENT. <br />6 <br />1 <br />OFFSET BEND <br />d <br />d <br />STIRRUP AND TIE HOOK - BENDS AND HOOKS <br />REBAR <br />SIZE D <br />180 DEG HOOK 90 DEG HOOK 135 DEG HOOK <br />W L W W <br />#3 112"3"4"33 8"518" <br />#4 2"4"412"412"512" <br />#5 212"5"5"55 8"57 8" <br />#6 412"6"6"12"71 2" <br />#7 51 4"7"7"14"83 4" <br />#8 6"8"8"16"10" <br />w <br />STANDARD HOOK - BENDS AND HOOKS <br />REBAR <br />SIZE D <br />180 DEG HOOK 90 DEG HOOK <br />W L W <br />#3 21 4'3"4"6" <br />#4 3"4"41 2"8" <br />#5 33 4"5"5"10" <br />#6 41 2"6"6"12" <br />#7 51 4"7"7"14" <br />#8 6"8"8"16" <br />#9 91 2"113 4"101 4"191 4" <br />#10 103 4"131 4"1112"22" <br />#11 12"143 4"123 4"24" <br />W <br />12d * <br />D <br />d <br />* FOR STIRRUPS AND <br />TIE HOOKS USE 6d <br />FOR #5 AND SMALLER <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />90 HOOK <br />180 HOOK <br />L <br />4d <br />212" <br />M <br />I <br />N <br />W <br />D <br />d <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />D <br />DE <br />T <br />A <br />I <br />L <br />I <br />N <br />G <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />d <br />135 HOOK <br />CONCRETE REBAR LAP SPLICE LENGTHS <br />f'C BAR LOCATION <br />BAR SIZE <br />#3 #4 #5 #6 #7 #8 #9 #10 #11 <br />3,000 <br />TOP 22"29"36"43"62"71"80"91"101" <br />BOTTOM 17"22"28"33"48"55"62"70"78" <br />4,000 <br />TOP 19"25"31"37"54"62"70"79"87" <br />BOTTOM 15"19"24"29"42"48"54"61"67" <br />END <br />ENDADDL VERT BAR <br />TO MATCH VERT <br />REINF, TYP <br />LAP SPLICE <br />LENGTH TYP WIRE TOGETHER, TYP <br />3" <br />MI <br />N <br />8" <br />MIN <br />8" <br /> <br />M <br />A <br />X <br />  <br />  <br />1 <br />1 <br />2" <br /> <br />M <br />I <br />N <br /> <br />C <br />L <br />R <br /> <br />T <br />O <br />PI <br />P <br />E <br /> <br />F <br />R <br />O <br />M <br />BO <br />T <br /> <br />O <br />F <br /> <br />S <br />L <br />A <br />B <br />NOTES: <br />1.PIPE AS NOTED SHALL <br />REFER TO: PIPES, DUCTS, <br />CONDUITS, ETC. <br />2.ELECTRICAL CONDUITS 1" <br />DIA OR LESS NEED NOT BE <br />SLEEVED. <br />3.PIPES SHALL BE INSTALLED <br />SUCH THAT CUTTING, <br />BENDING OR <br />DISPLACEMENT OF <br />REINFORCEMENT FROM ITS <br />PROPER LOCATION WILL <br />NOT BE REQUIRED. <br />4.PIPES EMBED IN SLABS & <br />WALLS SHALL BE 2" MAX <br />DIA & MIN SCH 40. <br />5.FLEXIBLE INSULATION AS <br />NOTED SHALL REFER TO <br />LOW DENSITY POLYEYLENE <br />FOAM WITH A DENSITY OF <br />1.5-3 PCF (PER ASTM D1622) <br />LAYERED TO MEET <br />THICKNESS REQUIREMENTS. <br />2 <br />MAX" <br />SLAB REINF, <br />SEE PLAN <br />CONC SLAB, <br />SEE PLAN <br />PROVIDE JOINTS <br />AS SHOWN <br />1 3 TOTAL DEPTH <br />OF THICKENED <br />SLAB OR 3" MIN <br />SLEEVE <br />AS REQD <br />IN SLAB BELOW PIPE <br />THROUGH SLAB BELOW SLAB <br />SLEEVE <br />AS REQD <br />11 <br />2" <br />M <br />I <br />I <br />N <br />CL <br />R <br /> <br />T <br />O <br /> <br />P <br />I <br />P <br />E <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-11 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-10 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-9 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-8 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-7 <br />SCALE6CONCRETE SLAB DETAILS - <br />SCALE4PIPE THROUGH SLAB - <br />SCALE3HOOKS AND CORNER BARS - <br />SCALE2REBAR BENDS, HOOKS AND SPLICES - <br />6"6" <br />3" <br />CL <br />R <br />12 <br />" <br /> <br />M <br />A <br />X <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />6" <br />MIN <br />SL <br />A <br />B <br />DE <br />P <br />T <br />H <br />SL <br />A <br />B <br />DE <br />P <br />T <br />H <br />1 <br />1 <br />1 8" WIDE SAW <br />CUT FILLED <br />1 <br />4 O <br />F <br /> <br />C <br />O <br />N <br />C <br />SL <br />A <br />B <br /> <br />D <br />E <br />P <br />T <br />H <br />#3x3'-0" PLAIN DOWELS @ <br />24" OC GREASE 1 2 OF DOWEL <br />8" <br />MI <br />N <br />TOOLED <br />RADIUS <br />EQ <br />EQ <br />(E) CONC SLAB #3x24" DOWELS @ 24" <br />OC EPOXY W/ 3" EMB, <br />NO PULL TEST REQD <br />DOWEL MATCH SLAB REINF <br />SIZE & SPACING W/ STD HOOK <br />SL <br />A <br />B <br />DE <br />P <br />T <br />H <br />SL <br />A <br />B <br />DE <br />P <br />T <br />H <br />EQ <br />EQ <br />EQ <br />EQ <br />0" <br />CL <br />R <br />E EXISTING SLAB <br />D SLAB DEPRESSION <br />C SLAB EDGE <br />B CONSTRUCTION JOINT <br />A CONTROL JOINT <br />SL <br />A <br />B <br />DE <br />P <br />T <br />H <br />EQ <br />EQ <br />EQ <br />EQ <br />0" <br />CL <br />R <br />#4 CONT <br />#4 CONT <br />EXTERIOR SLABS SHALL BE 5" <br />MIN W/ #4 BARS @ 18" OC <br />EA WAY CNTRD IN SLAB, UON <br />LICENSED A RCHITECT <br />STATEOF CALIFORNIA <br />No. C 31423 <br />DR. BY: <br />S 6026 <br />PROF <br />ENGINEERREGISTERED <br />ESSIONAL <br />UCRTS <br />TURAL <br />EOF <br />STAT I NIA <br />CALFOR <br />WORERHSEAL <br />IM <br />HC M <br />NA <br />A X I O M <br />S T R U C T U R A L <br />D E S I G N , I N C <br />1 6 7 S T H O R S T R E E T <br />T U R L O C K , C A 9 5 3 8 0 <br />w w w .a x i o m s d .c o m <br />(2 0 9 ) 4 8 4 -8 6 4 0 <br />(2 0 9 ) 4 9 5 -1 3 5 5 <br />(2 0 9 ) 4 0 2 -4 9 4 0 <br />M I C H A E L : <br />K E V I N : <br />N U N O : <br />25079 <br />B LKJIHGFEDC <br />10 <br />8 <br />© ASPEN STREET 2026 <br />12 <br />0 <br />7 <br /> <br />E <br /> <br />F <br />R <br />U <br />I <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <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 />1 <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br />A <br />N <br />D <br /> <br />E <br />X <br />T <br />E <br />R <br />I <br />O <br />R <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />S <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />S <br /> <br />C <br /> <br />& <br /> <br />D <br />PH <br />O <br />E <br />N <br />I <br />X <br /> <br />H <br />O <br />U <br />S <br />E <br />OR <br />A <br />N <br />G <br />E <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />N <br />KEY PLAN <br />AGENCY APPROVALS <br />AGENCY NO. <br />DRAWING TITLE <br />SHEET NO. <br />ONIS <br />S <br />U <br />E <br />D <br />FO <br />R CITY RESUBMITTAL 01 <br />2/6/2026 <br />NM <br />215021.51JOB: <br />AS SHOWNSCALE: <br />6 <br />4 <br />2 <br />TH <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />I <br />S <br /> <br />M <br />E <br />A <br />N <br />T <br /> <br />T <br />O <br /> <br />B <br />E <br /> <br />P <br />R <br />I <br />N <br />T <br />E <br />D <br /> <br />3 <br />0 <br />" <br />X <br />4 <br />2 <br />" <br />. <br /> <br /> <br />A <br />T <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />S <br />I <br />Z <br />E <br />, <br /> <br />D <br />I <br />S <br />R <br />E <br />G <br />A <br />R <br />D <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />S <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />. <br />PLOTSTAMP <br />S2.1 <br />TYPICAL CONCRETE <br />DETAILS