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REINFORCING SIZE & <br />SPACING PER PLAN <br />CONCRETE SLAB ON <br />GRADE PER PLAN <br />CRUSHED ROCK <br />SUB-BASE <br />15 MIL VAPOR <br />RETARDER <br />WHERE OCCURS <br />UNDISTURBED SOIL <br />EQ <br /> <br />C <br />L <br />R <br />, <br />AT <br /> <br />4 <br />" <br /> <br />T <br />O <br /> <br />5 <br />" <br />SO <br />G <br /> <br />U <br />N <br />O <br />ON <br /> <br />P <br />L <br />A <br />N <br />TOP OF SUB-GRADE <br />PE <br />R <br />PL <br />A <br />N <br />4" <br />12 <br />" <br />SCALE:S4.00 <br />TYPICAL SLAB-ON-GRADE UNDERLAYMENT 5 <br />NONE <br />2" <br /> <br />C <br />L <br />R <br />, <br />AT <br /> <br />6 <br />" <br /> <br />& <br />TH <br />I <br />C <br />K <br />E <br />R <br />SO <br />G <br /> <br />U <br />N <br />O <br />ON <br /> <br />P <br />L <br />A <br />N <br />1 <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />D <br />1 1/2" <br />2" <br />2 1/2" <br />HO <br />O <br />K <br /> <br />D <br />E <br />V <br />E <br />L <br />O <br />P <br />M <br />E <br />N <br />T <br />LE <br />N <br />G <br />T <br />H <br /> <br />( <br />l <br />d <br />h <br />) <br />PE <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />d <br />(BAR Ø) <br />d <br />(BAR Ø) <br />6d <br />(3" <br />M <br />I <br />N <br />) <br />6d <br />(3" MIN) <br />ALT BEND, <br />TYP <br />D <br />d <br />(BAR Ø) <br />6d <br />(3" <br />M <br />I <br />N <br />) <br />D <br />D <br />D <br />D <br />135° STIRRUPS & TIES <br />90° & 180° STANDARD HOOKS <br />90° & 135° CROSS-TIE HOOKS <br />TYPICAL REINFORCING <br />STIRRUPS, TIES AND CROSS-TIES <br />BAR SIZE <br />#3 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />D <br />2 1/4" <br />3" <br />3 3/4" <br />4 1/2" <br />5 1/4" <br />6" <br />NOTE: UNLESS OTHERWISE DIMENSIONED OR NOTED ON PLAN OR <br />DETAIL, EVERY BAR SHOWN OR NOTED AS HOOKED (INCLUDING <br />STIRRUPS, TIES OR CROSSTIES) SHALL HAVE HOOKS PER THIS DETAIL. <br />TYPICAL REINFORCING <br />TIES, STIRRUPS & CROSSTIES <br />12d <br />#10 10 1/4" <br />#11 11 1/4" <br />#14 17" <br />#18 22 1/4" <br />#9 9" <br />BAR SIZE D <br />4d <br />(2 <br /> <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />) <br />ALL GRADES OF STEEL <br />D = INSIDE BEND DIAMETER <br />d = NOMINAL BAR DIAMETER <br />SCALE:S4.00 <br />TYPICAL REINFORCING HOOKS 1 <br />NONE <br />DEVELOPMENT LENGTH (ld) FOR TYPICAL BARS <br />(INCREASE PER NOTES 4 AND/OR 5 AS OCCURS) <br />BAR SIZE <br />(GR 60) <br />CONCRETE STRENGTH f'c (PSI) <br />3000 4000 4500 5000 6000 <br />#3 17"15"14"14"12" <br />#4 22"20"19"18"16" <br />#5 28"25"23"22"20" <br />#6 33"29"28"26"24" <br />#7 48"43"40"38"34" <br />#8 55"48"46"43"39" <br />#9 62"55"51"49"44" <br />#10 70"61"58"55"50" <br />#11 78"67"64"60"55" <br />LAP SPLICE LENGTH (ls) FOR TYPICAL BARS <br />(INCREASE PER NOTES 4 AND/OR 5 AS OCCURS) <br />BAR SIZE <br />(GR 60) <br />CONCRETE STRENGTH f'c (PSI) <br />3000 4000 4500 5000 6000 <br />#3 22"19"18"18"16" <br />#4 29"26"24"23"21" <br />#5 36"32"30"29"26" <br />#6 43"38"36"34"31" <br />#7 63"55"52"49"45" <br />#8 72"63"59"56"51" <br />#9 81"71"67"63"57" <br />#10 91"79"75"71"64" <br />#11 101"87"82"78"71" <br />NOTES: <br />1.PROVIDE THE MINIMUM DEVELOPMENT <br />LENGTH (ld or ldh) OR LAP SPLICE (ls) FOR <br />REINFORCING BARS IN NORMAL WEIGHT <br />CONCRETE PER THE ADJACENT TABLES <br />FOR TYPICAL BARS, UNLESS NOTED <br />OTHERWISE ON PLANS AND DETAILS. ld <br />AND ls SHALL BE NO LESS THAN 12" AND <br />ldh SHALL BE NO LESS THAN THE LARGER <br />OF 6" OR 8 TIMES THE BAR DIAMETER. <br />CONTRACTOR SHALL NOTIFY SEOR WHEN <br />MINIMUM LENGTHS CANNOT BE <br />ACHIEVED. <br />2.LAP SPLICE LENGTHS SHOWN <br />REPRESENT "CLASS B" TENSION SPLICE <br />VALUES PER ACI 318 SECTION 25.4.2.2, <br />25.5.1.4, AND 25.5.2.1. <br />3.ld AND ls LENGTHS ARE BASED ON THE <br />CLEAR SPACING OF BARS TO BE NOT <br />LESS THAN TWICE THE BAR DIAMETER, <br />AND CLEAR COVER TO BE NOT LESS THAN <br />THE BAR DIAMETER. CONTRACTOR SHALL <br />NOTIFY THE SEOR WHEN MINIMUM <br />SPACING OR CLEARANCE CANNOT BE <br />ACHIEVED. <br />4.WHERE HORIZONTAL BARS HAVE MORE <br />THAN 12" OF FRESH CONCRETE CAST <br />BELOW THE BAR, I.E. HORIZONTAL WALL <br />OR STEMWALL BARS, INCREASE TYPICAL <br />BAR LENGTHS BY 30% (ld, ls, ldh x 1.3). <br />5.FOR LIGHT WEIGHT CONCRETE, <br />INCREASE LENGTH BY THIRTY PERCENT <br />(ld OR ls OR ldh x 1.3). <br />HOOK DEVELOPMENT LENGTH (ldh) FOR TYPICAL STANDARD HOOKS <br />(INCREASE PER NOTES 4 AND/OR 5 AS OCCURS) <br />BAR SIZE <br />(GR 60) <br />CONCRETE STRENGTH f'c (PSI) <br />3000 4000 4500 5000 6000 <br />#3 9"8"7"7"6" <br />#4 11"10"9"9"8" <br />#5 14"12"12"11"10" <br />#6 17"15"14"13"12" <br />#7 20"17"16"15"14" <br />#8 22"19"18"17"16" <br />SCALE:S4.00 <br />TYPICAL REINFORCING BAR IN CONCRETE <br />DEVELOPMENT AND LAP SPLICE SCHEDULE 2 <br />NONE <br />t/ <br />4 <br /> <br />M <br />I <br />N <br />t/ <br />3 <br /> <br />M <br />A <br />X <br />SAWCUT WITHIN 4-12 HOURS <br />AFTER CONCRETE FINISHING <br />NOTES: <br />1.PROVIDE CONTROL OR CONSTRUCTION JOINTS @ 14'-0"OC MAXIMUM EACH WAY. <br />2.LIMIT ASPECT RATIO TO 1.5 : 1. <br />3.LOCATE JOINTS AT CENTERLINE OF COLUMNS AND RE-ENTRANT SLAB CORNERS <br />AS PRACTICABLE. <br />4.SINGLE SLAB POURS ARE LIMITED TO 10,000 SQFT WITH A MAXIMUM ASPECT <br />RATIO OF 1.2 : 1. <br />5.SUBMIT JOINT LAYOUT, INCLUDING SLAB POUR SEQUENCING, TO ARCHITECT <br />AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO POURING SLAB. <br />CONTROL JOINT <br />CONSTRUCTION JOINT <br />9" <br />1/2"Ø SMOOTH DOWEL @ 18"OC LIGHTLY <br />GREASED ON ONE SIDE. ALIGN W/ DOWEL <br />ALIGNER FOR HORIZ & VERT ALIGNMENT. <br />1/4 x4 1/2 x4 1/2 DIAMOND DOWEL @ 18"OC <br />IS AN ACCEPTABLE ALTERNATE. DOWELS <br />SHALL BE PLACED A MIN OF 12" FROM <br />INTERSECTING CONSTRUCTION JOINTS <br />t <br />SL <br />A <br />B <br />TH <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />9" <br />SCALE:S4.00 <br />TYPICAL SLAB-ON-GRADE <br />CONTROL AND CONSTRUCTION JOINTS 6 <br />NONE <br />SCALE:S4.00 <br />TYPICAL WALL AND FOOTING <br />REINFORCING AT CORNER AND INTERSECTION 3 <br />NONE <br />ADD (1)-#5 VERT MIN <br />OR BOUNDARY <br />STEEL PER PLAN <br />ADD (2)-#5 VERT <br />MIN OR BOUNDARY <br />STEEL PER PLAN <br />ALTERNATE BEND PLAN VIEW <br />SINGLE CURTAIN <br />PLAN VIEW <br />DOUBLE CURTAIN <br />0" <br />TYP <br />COVER <br />AS REQD <br />TYP <br />1/2 WALL THK <br />MAX, TYP <br />ls <br />TYP <br />ls <br />TYP <br />ls <br />TY <br />P <br />ls <br />TY <br />P <br />CORNER DOWEL TO <br />MATCH HORIZ REINF <br />(ALT: BEND HORIZ REINF <br />ls & OMIT DOWEL) <br />CORNER DOWELS TO <br />MATCH HORIZ REINF <br />(ALT: BEND HORIZ REINF <br />ls & OMIT DOWEL) <br />CORNER DOWEL TO <br />MATCH HORIZ REINF <br />(ALT: BEND HORIZ REINF <br />ls & OMIT DOWEL) <br />0" <br />TYP <br />CORNER DOWELS TO <br />MATCH HORIZ REINF <br />(ALT: BEND HORIZ REINF <br />ls & OMIT DOWEL) <br />SCALE:S4.00 <br />TYPICAL PIPE/ <br />CONDUIT SLEEVES ACROSS FOOTINGS 4 <br />NONE <br />PROVIDE METAL <br />SLEEVES W/ ID 2" <br />GREATER THAN THE OD <br />OF THE PIPE/ CONDUIT <br />PLACE CONCRETE FILL <br />OR SLURRY AROUND <br />SLEEVES BEFORE <br />POURING FOOTING - <br />FILL SHALL BE SAME <br />WIDTH AS FOOTING <br />NOTE: <br />WHERE PIPE/ CONDUIT CANNOT RUN OVER, <br />UNDER OR THROUGH UNDER FOOTING AS SHOWN <br />IN THIS DETAIL, THE FOOTING SHALL STEP UNDER <br />PIPE/ CONDUIT- SEE STEPPED FOOTING DETAIL. <br />ELEVATION <br />NO PIPE/ CONDUIT SHALL <br />PASS THRU THE FOOTING <br />DEPTH UNO - WHERE FTG <br />DEPTH IS 1'-6" OR <br />GREATER, SLEEVE MAY <br />PASS THRU MIDDLE 1/3 <br />OF FTG DEPTH ONLY <br />STEM WALL <br />WHERE OCCURS <br />2" <br />MI <br />N <br />4" <br />MI <br />N <br />6" <br />MI <br />N <br />9" MIN <br />TYP <br />D/ <br />3 <br />D/ <br />3 <br />D/ <br />3 <br />D <br />FO <br />O <br />T <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />CLEARANCE BETWEEN ADDL <br />SLEEVE(S) WHERE OCCURS <br />SHALL BE NO LESS THAN THE OD <br />OF THE LARGER SLEEVE OR 6" <br />WHICHEVER IS LARGER, MINIMUM <br />1" <br /> <br />C <br />L <br />R <br /> <br />A <br />L <br />L <br /> A <br />R <br />O <br />U <br />N <br />D <br /> <br />T <br />Y <br />P <br />SECTION <br />WD PROJ. #DRAWN BY:CHECKED DATE <br />23411 JA EG/SH <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />S4.00 <br />REVISIONS: <br />02/19/25 <br />TYPICAL <br />FOUNDATION <br />DETAILS <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A LI OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCTPRO <br />G <br />R <br />E <br />S <br />S <br /> <br />- <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br />REV <br />I <br />E <br />W <br />H: <br />\ <br />2 <br />0 <br />2 <br />3 <br />\ <br />2 <br />3 <br />0 <br />2 <br />2 <br />1 <br />\ <br />3 <br />_ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />D <br />w <br />g <br />s <br />- <br />0 <br />0 <br />\ <br />2 <br />3 <br />- <br />0 <br />2 <br />2 <br />1 <br />- <br />0 <br />0 <br />_ <br />S <br />4 <br />. <br />0 <br />0 <br /> <br />T <br />Y <br />P <br />I <br />C <br />A <br />L <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />. <br />d <br />w <br />g <br /> <br /> <br /> <br /> <br />P <br />L <br />O <br />T <br />T <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br /> <br />Ch <br />a <br />n <br />n <br />o <br />n <br /> <br />S <br />h <br />i <br />d <br />a <br />k <br />i <br /> <br /> <br /> <br /> <br />O <br />N <br />: <br /> <br /> <br />Ma <br />r <br />c <br />h <br /> <br />2 <br />4 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />918 BEWLEY STREET, <br />SANTA ANA, CA 92703 <br />LONG BEACH • SAN DIEGO <br />Project: <br />LONG BEACH OFFICE <br />3900 Cover Street, Long Beach <br />CA 90808 • 562.985.3200 <br />S T R U C T U R A L E N G I N SREE <br />23-0221-00 <br />02/19/251 DELTA 1 <br />02/19/25CITY APPROVAL <br />03/24/252 DELTA 2 <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A L I OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCT <br /> <br />Renewal Date <br />LICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />A <br />J <br />C32284 <br />HOSHUAJAMESSMIT <br />05/31/25 <br />03/24/25 <br />914-918 N Bewley <br />St5/8/2025