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301 N Broadway - Shell & Core - Plan (2)
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Last modified
3/10/2026 5:01:29 AM
Creation date
3/10/2026 5:00:06 AM
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Plan
Permit Number
20183592
30147601
40139376
101120309
Full Address
301 N Broadway
Street Number
301
Street Direction
N
Street Name
Broadway
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#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />1.625 <br />1.750 <br />1.875 <br />2.000 <br />2.375 <br />36 <br />44 <br />63 <br />72 <br />81 <br />28 <br />34 <br />49 <br />56 <br />63 <br />33 <br />40 <br />58 <br />66 <br />74 <br />26 <br />31 <br />45 <br />51 <br />57 <br />29 <br />35 <br />50 <br />57 <br />64 <br />22 <br />27 <br />39 <br />44 <br />50 <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 />15 <br />19 <br />23 <br />27 <br />30 <br />34 <br />f'c = 5 KSI f'c = 6 KSI f'c = 8 KSI <br />92 71 84 64 72 56#10 2.625 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />5.375 <br />5.250 <br />5.125 <br />5.000 <br />4.875 <br />4.750 <br />25 <br />29 <br />43 <br />49 <br />63 <br />82 <br />19 <br />23 <br />33 <br />37 <br />49 <br />63 <br />22 <br />26 <br />38 <br />44 <br />57 <br />74 <br />17 <br />20 <br />29 <br />34 <br />44 <br />57 <br />20 <br />24 <br />35 <br />40 <br />52 <br />67 <br />16 <br />19 <br />27 <br />31 <br />40 <br />52 <br />18 <br />21 <br />30 <br />35 <br />45 <br />58 <br />14 <br />16 <br />23 <br />27 <br />35 <br />45 <br />f'c = 4 KSI <br />TOP BARS OTHER TOP BARS <br />f'c = 5 KSI <br />OTHER TOP BARS <br />f'c = 6 KSI <br />OTHER TOP BARS <br />f'c = 8 KSI <br />OTHER <br />4.625 104 80 93 72 85 65 74 57 <br />41 <br />49 <br />71 <br />81 <br />91 <br />102 <br />31 <br />37 <br />54 <br />62 <br />70 <br />f'c = 4 KSI <br />TOP BARS OTHER <br />79 <br />#4 1.500 29 23 27 21 23 1833 25 <br />#11 2.875 114 87 102 78 93 71 80 62 <br />#4 <br />#11 <br />5.500 20 15 18 14 16 13 14 12 <br />#5 <br />#6 <br />#7 <br />#8 <br />5.375 <br />5.250 <br />5.125 <br />5.000 <br />f'c = 3 KSI f'c = 5.75 KSI f'c = 6 KSI f'c = 8 KSIf'c = 4 KSI <br />#4 5.500 23 <br />34 <br />43 <br />73 <br />86 <br />20 <br />29 <br />37 <br />63 <br />74 <br />16 <br />23 <br />31 <br />50 <br />62 <br />17 <br />24 <br />31 <br />52 <br />61 <br />14 <br />21 <br />27 <br />45 <br />53 <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 />23 <br />14 <br />17 <br />20 <br />13 <br />16 <br />19 <br />12 <br />14 <br />16 <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 />20 <br />25 <br />29 <br />43 <br />49 <br />63 <br />82 <br />104 <br />18 <br />22 <br />26 <br />38 <br />44 <br />57 <br />74 <br />93 <br />16 <br />20 <br />24 <br />35 <br />40 <br />52 <br />67 <br />85 <br />14 <br />18 <br />21 <br />30 <br />35 <br />45 <br />58 <br />74 <br />19 <br />23 <br />27 <br />30 <br />34 <br />39 <br />43 <br />5.125 <br />5.000 <br />4.875 <br />4.750 <br />4.625 <br />33 <br />37 <br />29 <br />34 <br />27 <br />31 <br />23 <br />27 <br />49 <br />63 <br />80 <br />44 <br />57 <br />72 <br />40 <br />52 <br />65 <br />35 <br />45 <br />57 <br />GRADE BEAM/BEAM REINFORCEMENT <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />MINIMUM BAR <br />SPACING (INCHES) <br />BAR <br />SIZE <br />SLAB/SLAB-ON-GRADE REINFORCEMENT <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />FOUNDATION WALL REINFORCEMENT - HORIZONTAL OUTSIDE BARS <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />FOUNDATION WALL REINFORCEMENT - VERTICAL OUTSIDE BARS <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />MINIMUM BAR <br />SPACING (INCHES) <br />BAR <br />SIZE <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) <br />FOOTING/MAT REINFORCEMENT <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />BAR <br />SIZE <br />MINIMUM BAR <br />SPACING (INCHES) <br />TENSION LAP (LTS) <br />TENSION (LTS) <br />TENSION (LTS)COMPRESSION <br />(LCS) <br />15 <br />SEE NOTE 5 <br />SEE NOTE 5SEE NOTE 5 <br />SEE NOTE 5 <br />SEE NOTE 5 <br />TOP BARS OTHER TOP BARS OTHER TOP BARS OTHER <br />#4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />1.500 <br />1.625 <br />1.750 <br />1.875 <br />2.000 <br />2.375 <br />2.625 <br />2.875 <br />30 <br />0 <br />0 <br />22 <br />28 <br />33 <br />48 <br />55 <br />62 <br />70 <br />78 <br />40 <br />0 <br />0 <br />19 <br />24 <br />29 <br />42 <br />48 <br />54 <br />61 <br />67 <br />50 <br />0 <br />0 <br />17 <br />22 <br />26 <br />38 <br />43 <br />48 <br />54 <br />60 <br />60 <br />0 <br />0 <br />16 <br />20 <br />24 <br />34 <br />39 <br />44 <br />50 <br />55 <br />80 <br />0 <br />0 <br />14 <br />17 <br />21 <br />30 <br />34 <br />38 <br />43 <br />48 <br />30 <br />0 <br />0 <br />11 <br />14 <br />17 <br />20 <br />22 <br />25 <br />28 <br />31 <br />40 <br />0 <br />0 <br />10 <br />12 <br />15 <br />17 <br />19 <br />22 <br />25 <br />27 <br />50 <br />0 <br />0 <br />9 <br />11 <br />13 <br />15 <br />17 <br />20 <br />22 <br />24 <br />60 <br />0 <br />0 <br />8 <br />10 <br />12 <br />14 <br />16 <br />18 <br />20 <br />22 <br />80 <br />0 <br />0 <br />7 <br />9 <br />11 <br />12 <br />14 <br />16 <br />18 <br />19 <br />30 <br />0 <br />0 <br />11 <br />14 <br />17 <br />20 <br />22 <br />25 <br />28 <br />31 <br />40 <br />0 <br />0 <br />10 <br />12 <br />15 <br />17 <br />19 <br />22 <br />25 <br />27 <br />50 <br />0 <br />0 <br />9 <br />12 <br />14 <br />16 <br />18 <br />21 <br />23 <br />26 <br />60 <br />0 <br />0 <br />9 <br />12 <br />14 <br />16 <br />18 <br />21 <br />23 <br />26 <br />80 <br />0 <br />0 <br />9 <br />12 <br />14 <br />16 <br />18 <br />21 <br />23 <br />26 <br />NOTED AS Ld ON DRAWINGS <br />f'c (PSI) <br />NOTED AS Ldh ON DRAWINGS <br />f'c (PSI) f'c (PSI) <br />NOTED AS Ldc ON DRAWINGS <br />[MAX(1",db) + db] <br />NOTE 2 <br />DEVELOPMENT LENGTH SCHEDULE (INCHES) <br />MINIMUM BAR <br />SPACING <br />(INCHES) <br />BAR <br />SIZE <br />COMPRESSIONTENSION <br />SEE NOTE 5 <br />DEVELOPMENT LENGTH SCHEDULE NOTES: <br />1. WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CASE BELOW HORIZONTAL BARS, THE DEVELOPMENT LENGTH SHALL <br />BE MULTIPLIED BY 1.3 FOR A " TOP BAR". <br />2. WHERE STIRRUPS OR TIES ARE NOT PRESENT THROUGHOUT Ld, MINIMUM BAR SPACING MUST BE INCREASED TO <br /> [MAX(1", db) + 2db] FOR SCHEDULED VALUES TO BE APPLICABLE. <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 />FIRST BAR <br />SECOND BAR PLACED <br />OR SPLICE BAR <br />S S <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 />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 />23 <br />31 <br />14 <br />20 <br />28 <br />13 <br />18 <br />25 <br />12 <br />16 <br />22 <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 />20 <br />25 <br />29 <br />48 <br />61 <br />75 <br />91 <br />109 <br />18 <br />22 <br />26 <br />43 <br />54 <br />67 <br />82 <br />97 <br />16 <br />20 <br />24 <br />39 <br />50 <br />61 <br />75 <br />89 <br />14 <br />18 <br />21 <br />34 <br />43 <br />53 <br />65 <br />77 <br />19 <br />23 <br />27 <br />30 <br />34 <br />39 <br />43 <br />5.125 <br />5.000 <br />4.875 <br />4.750 <br />4.625 <br />50 <br />62 <br />45 <br />56 <br />41 <br />51 <br />35 <br />44 <br />76 <br />92 <br />108 <br />68 <br />82 <br />97 <br />62 <br />75 <br />89 <br />54 <br />65 <br />77 <br />FOUNDATION WALL REINFORCEMENT - HORIZONTAL INSIDE BARS <br />LAP SPLICE LENGTH SCHEDULE (INCHES) <br />FOUNDATION WALL REINFORCEMENT - VERTICAL INSIDE 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 />NOTES: <br />1. WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CASE BELOW HORIZONTAL BARS, THE DEVELOPMENT LENGTH SHALL BE <br />MULTIPLIED BY 103 FOR A " TOP BAR". <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 3:20:04 PM <br />R1.S0.06 <br />LAP SPLICE SCHEDULES <br />S21043.00 <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25
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