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#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />2.125 <br />2.250 <br />2.375 <br />2.500 <br />2.875 <br />3.250 <br />3.625 <br />23 <br />31 <br />45 <br />51 <br />57 <br />64 <br />71 <br />20 <br />27 <br />39 <br />44 <br />50 <br />56 <br />62 <br />19 <br />23 <br />27 <br />30 <br />34 <br />39 <br />43 <br />34 <br />49 <br />56 <br />63 <br />71 <br />78 <br />25 <br />f'c = 5 KSI f'c = 6 KSI f'c = 8 KSI <br />COLUMN REINFORCEMENT <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />MINIMUM BAR <br />SPACING (INCHES) <br />BAR <br />SIZE <br />TENSION (LTS)COMPRESSION <br />(LCS) <br />37 <br />54 <br />62 <br />70 <br />79 <br />87 <br />28 <br />f'c = 4 KSI <br />SEE NOTE 5 <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />5.500 <br />5.375 <br />5.250 <br />5.125 <br />5.000 <br />4.875 <br />4.750 <br />4.625 <br />15 <br />19 <br />23 <br />27 <br />30 <br />34 <br />39 <br />43 <br />f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI <br />15 <br />19 <br />26 <br />42 <br />53 <br />14 <br />17 <br />23 <br />38 <br />48 <br />13 <br />16 <br />21 <br />35 <br />44 <br />12 <br />14 <br />19 <br />30 <br />38 <br />65 <br />80 <br />95 <br />59 <br />71 <br />85 <br />53 <br />65 <br />77 <br />46 <br />56 <br />67 <br />f'c = 5 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />5.500 <br />5.375 <br />5.250 <br />5.125 <br />5.000 <br />4.875 <br />4.750 <br />4.625 <br />25 <br />36 <br />49 <br />78 <br />97 <br />117 <br />141 <br />165 <br />22 <br />32 <br />44 <br />70 <br />87 <br />105 <br />126 <br />147 <br />20 <br />29 <br />40 <br />64 <br />79 <br />96 <br />115 <br />135 <br />18 <br />26 <br />35 <br />55 <br />69 <br />83 <br />100 <br />117 <br />19 <br />23 <br />27 <br />30 <br />34 <br />39 <br />43 <br />SHEAR WALL REINFORCEMENT - HORIZONTAL BARS <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />SHEAR WALL REINFORCEMENT - VERTICAL BARS <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />MINIMUM BAR <br />SPACING (INCHES) <br />BAR <br />SIZE <br />BAR <br />SIZE <br />MINIMUM BAR <br />SPACING (INCHES) <br />TENSION (LTS)COMPRESSION <br />(LCS) <br />TENSION (LTS)COMPRESSION <br />(LCS) <br />15 <br />SEE NOTE 5 <br />SEE NOTE 5 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />3.125 <br />3.750 <br />4.375 <br />5.000 <br />5.640 <br />6.350 <br />7.050 <br />1.24 <br />1.76 <br />2.40 <br />3.16 <br />4.00 <br />5.08 <br />6.24 <br />f'c = 5 KSI f'c = 6 KSI f'c = 8 KSI <br />HEADED REBAR DEVELOPMENT <br />LENGTH SCHEDULE (INCHES) <br />MINIMUM BAR <br />SPACING (INCHES) <br />BAR <br />SIZE <br />TENSION (LTS)MINIMUM BEARING <br />AREA (IN2) <br />12 <br />14 <br />16 <br />18 <br />20 <br />22 <br />10 <br />f'c = 4 KSI <br />SEE NOTE 5 <br />#4 2.500 0.808 <br />#3 1.875 0.446 6 6 6 <br />6 <br />8 <br />1011 <br />12 <br />14 <br />16 <br />18 <br />20 <br />9 <br />7 7 <br />7 <br />9 <br />10 <br />11 <br />14 <br />16 <br />13 <br />11 <br />14 <br />16 <br />13 <br />18 <br />NOTE: <br />1.PROVIDE LENTON HEADED TERMINATORS, UON (IAPMO UES-0188) <br />2.MULTIPLY VALUES BY 1.25 WHEN PROVIDED AT LINK BEAM, OR SHEAR WALL VERTICAL REINFORCEMENT APPLICATIONS <br />LAP SPLICE NOTES: <br />1. TABULATED VALUES ARE PER ACI 318-14 <br />REQUIREMENTS FOR NORMALWEIGHT CONCRETE <br />THE VALUES ON THIS SHEET DO NOT APPLY TO <br />LIGHTWEIGHT CONCRETE <br />2. SEE TYPICAL DETAILS FOR CLEAR COVER <br />3. MINIMUM BAR SPACING DIAGRAM - "S" <br />4. WHERE ACTUAL CONDITIONS DIFFER FROM THE <br />CLEAR COVER SHOWN ON THE TYPICAL DETAILS OR <br />DIFFER FROM PROVIDED SCHEDULED BAR SIZE <br />MINIMUM SPACING AND/OR f'c, LENGTHS SHALL BE <br />ADJUSTED ONLY WITH THE APPROVAL OF THE <br />UNIVERSITY REPRESENTATIVE. <br />5. TABULATED VALUES ARE FOR NON-EPOXY COATED <br />GRADE 60 REINFORCEMENT IN NORMALWEIGHT <br />CONCRETE <br />FOR EPOXY COATED REINFORCEMENT: <br />MULTIPLY Ld BY 1.5 <br />MULTIPLY Ldh BY 1.2 <br />Ldc IS NOT AFFECTED <br />MULTIPLY LTS BY 1.3 FOR "TOP BARS" <br />MULTIPLY LTS BY 1.5 FOR ALL OTHER <br />REINFORCEMENT <br />FOR GRADE 75 REINFORCEMENT: <br />MULTIPLY Ld, LTS AND Lcs BY 1.45 <br />MULTIPLY Ldh, Ldc, Ldt AND Lcs BY 1.25 <br />FOR GRADE 80 REINFORCEMENT: <br />MULTIPLY Ld AND LTS BY 1.54 <br />MULTIPLY Ldh, Ldc AND Ldt BY 1.33 <br />MULTIPLY Lcs BY 1.6 <br />6. WHERE BARS OF DIFFERENT SIZES ARE LAP <br />SPLICED IN TENSION, THE TENSION LAP SPLICE <br />LENGTH (LTS) SHALL BE THE LARGER OF THE <br />TENSION DEVELOPMENT LENGTH (Ld) OF THE <br />LARGER BAR AND THE TENSION LAP SPLICE <br />LENGTH OF THE SMALLER BAR. <br />7. WHERE BARS OF DIFFERENT SIZES ARE LAP <br />SPLICED IN COMPRESSION, THE COMPRESSION LAP <br />LENGTH (LCS) SHALL BE THE LARGER OF THE <br />COMPRESSION DEVELOPMENT LENGTH (Ldc) OF THE <br />LARGER BAR OR THE COMPRESSION LAP SPLICE <br />LENGTH OF THE SMALLER BAR. <br />8. "TOP BARS" ARE DEFINED AS HORIZONTAL <br />REINFORCEMENT PLACED SUCH THAT MORE <br />THAN 12 INCHES OF FRESH CONCRETE IS CAST <br />BELOW THE DEVELOPMENT LENGTH OR SPLICE <br />"OTHER BARS" ARE ALL BARS FOR WHICH THIS <br />DOES NOT APPLY <br />9. SEE BELOW FOR Ldh ORIENTATION: <br />10. HEADED REBAR SHALL BE PROVIDED BY LENTON <br />HEADED TERMINATORS (IAPMO UES ER-0188), OR <br />APPROVED EQUAL <br />FIRST BAR <br />SECOND BAR PLACED <br />OR SPLICE BAR <br />S S <br />LdhLdh <br />Ldh, DEVELOPMENT LENGTH (1) <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:20:06 PM <br />R1.S0.07 <br />LAP SPLICE SCHEDULES <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25