HomeMy WebLinkAboutS-400 - TYPICAL FRAMING DETAILS(IN INCHES)
TABLE OF HOOKED BAR DEVELOPMENT LENGTHS
BAR #3,000 psi
f'c
4,000 psi 5,000 psi
3 9 8 7
4 11 10 9
5 14 12 11
6 17 15 13
7 20 17 15
8 22 19 17
9 25 22 20
10 28 25 22
11 31 27 24
NOTES:
1) CONCRETE SIDE COVER ON BARS ¢ 2.5".
2) FOR EPOXY-COATED BARS, MULTIPLY TABULATED VALUES BY 1.3.
4d #3 - #812 dbdbb
5d #9, #10, #11
6d #14
b
b
2'-2 1 /2"dhd b 4d ¢ 2 1/2"b
START OF
DEVELOPMENT
6,000 psi
6
8
10
12
14
16
18
20
22
l dh
l
14 38 33 29 27
TYPICAL CONCRETE COLUMN DETAILS
4 BARS 6 BARS 8 BARS
10 BARS OR MORE ROUND COLUMN L SHAPED COLUMN
a a a
SEE NOTE 1
(TYP.)
INTERMEDIATE
TIES (TYP.)
SEE NOTE 1
(TYP.)
NOTES:
1) FOR CLEAR DISTANCE BETWEEN VERTICAL BARS OF a < 6" ALTERNATE
INTERMEDIATE TIES MAY BE OMITTED.
2) TOTAL NO. OF BARS SHOULD BE SPACED AROUND PERIMETER IN SUCH A WAY AS TO
ACHIEVE APPROXIMATELY EQUAL SPACING.
3) THE ABOVE DETAILS APPLY ALSO AT PIERS.
4) MIN. CLEAR VERTICAL BAR SPACING SHALL BE PER REINFORCEMENT DEVELOPMENT
LENGTH TABLE.
5) ALTERNATE THE LOCATION OF THE 90° AND 135° HOOKS ON SUCCESSIVE SETS OF TIES.
6) SEE TABLE OF COLUMN TIE SPACING THIS DRAWING.LTSa a a
#3
#4
#5
#6
#7
#8
#9
#10
#11 BAR SIZENOTES:
1) THE SCHEDULE INCLUDES SPLICE AND DEVELOPMENT LENGTHS WHICH SATISFY THE PROJECT
REQUIREMENTS AND THE FOLLOWING CRITERIA:
fy = 60,000 psi (75,000 psi FOR #14 AND #18 BARS).
CONCRETE WEIGHT = 150 lb/cu.ft.
TENSION DEVELOPMENT AND LAP SPLICE LENGTHS ARE DIVIDED INTO TWO CATEGORIES WHICH
SHALL BE APPLIED AS FOLLOWS:
CATEGORY I CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db,
CLEAR COVER NOT LESS THAT db, AND BEAM STIRRUPS OR COLUMN TIES
THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM
OR
CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db &
CLEAR COVER NOT LESS THAN db.
CATEGORY II BARS NOT COVERED BY CATEGORY I
2) USE COMPRESSION LAP SPLICE LENGTH (LCS) AT ALL COLUMN SPLICE LOCATIONS NOT SPECIFICALLY
DETAILED AND UNLESS INDICATED OTHERWISE ON PLANS OR DETAILS. USE TENSION LAP SPLICE LENGTH
(LTS) FOR ALL OTHER SPLICES (UNLESS OTHERWISE SHOWN ON DRAWINGS).
3) THE STANDARD LAP SPLICE (0.0005 X fy X D) IS USED FOR COMPRESSION SPLICES AND THE CLASS "B"
SPLICE IS USED FOR TENSION SPLICES. THE CONTRACTOR MAY SUBMIT LESSER SPLICE LENGTHS
FOR REVIEW AND APPROVAL AT THE SAME TIME PROVIDING THE FOLLOWING INFORMATION.
A. DETAILS PREPARED AND SUBMITTED BY THE CONTRACTOR INDICATING
LOCATION AND PROPOSED LAYOUT OF REBARS AND LENGTHS OF SPLICES.
B. WHERE THE SIZE AND NUMBER OF TIES OR SPIRALS PERMIT THE REDUCTION
OF LAP LENGTH, THOSE BARS SHALL BE INDICATED ON THE DETAILS.
C. WHERE COMPUTED STRESS VALUES PERMIT THE REDUCTION OF LAP
LENGTH, COMPUTATIONS SHALL BE SUBMITTED FOR REVIEW.
D. THE APPLICABLE SECTION OF THE ACI CODE PERMITTING THE LESSER
SPLICE LENGTH SHALL BE INDICATED ON THE SUBMITTED MATERIAL.
4) TOP BARS ARE HORIZONTAL BARS PLACED SO THAT MORE THAN 12 INCHES OF CONCRETE IS CAST
IN THE MEMBER BELOW THE BAR.
5) WHERE BARS OF DIFFERENT SIZE ARE TO BE SPLICED, THE SPLICE LENGTH FOR ALL BARS SHALL
BE THAT REQUIRED FOR THE LARGEST.
6) WHEN LIGHTWEIGHT CONCRETE IS USED, THE VALUES LISTED IN THE TABLE FOR TENSION
DEVELOPMENT + LAP SPLICE LENGTHS SHALL BE INCREASED BY 30%.
7) WHEN REINFORCING BARS ARE EPOXY-COATED, ALL VALUES IN THE TABLE SHALL BE
INCREASED BY 50%.
8) COMBINATIONS OF EFFECTS DUE TO CONCRETE WEIGHT AND EPOXY BARS ARE CUMULATIVE. LD SHALL BE
MULTIPLIED BY EACH FACTOR TO FIND THE CORRECT VALUE.
9) ACI DOES NOT PERMIT LAP SPLICES OF #14 OR #18 BARS. BARS OF THIS SIZE SHALL BE COUPLED BY
ACCEPTABLE MECHANICAL MEANS, WHICH ARE RATED TO DEVELOP 125 PERCENT OF Fy OF THE BAR.
COMPRESSION DEVELOPMENT LENGTHSTANDARD LAP SPLICE LENGTH12
15
19
23
27
30
34
39
43
8
11
14
17
19
22
25
28
31
TABLE OF DEVELOPMENT AND LAP SPLICE LENGTH (IN INCHES)
#18
#14 38
50
NOTATIONUSED ONDWG.LCD LCS LD LTS
16 12
20 15
25 19
30 23
44 34
50 39
57 44
64 49
101 78 CATEGORYSEE NOTE 123
30
38
45
66
76
85
96
152
17 29
23 39
29 49
35 59
51 86
58 98
66 111
74 125
117 138
20
26
33
39
57
65
74
83
92
23
38
45
66
76
85
96
106
30
16
25
30
44
50
57
64
71
20
I II I II I II I IICATEGORYSEE NOTE 1CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1TOP BARSOTHER BARSTOP BARSOTHER BARSTENSION (f'c = 6,000 psi)
22 17 29 22
36 28
43 33
63 48
72 55
81 62
91 70
101 78CATEGORYSEE NOTE 133 43
54
64
94
107
121
136
151
25 43 33 56
41 70
50 84
72 122
82 139
93 157
105 177
116 196
29 37
47
56
81
93
105
118
131
19 14
31 24
37 28
54 42
62 48 70 54
78 60
87 67
28
46
55
81
93 104
117
130
25 19 37
21 36
28 48
36 60
43 72
62 105
72 121 80 136
90 153
100 170
24
36
40
48
70
81 90
102
113
25
17
37 33
54 48
62
55
70
78
87
37
55
81
93 104
117
130
19 28
31 28 46
25 19
41 32
50 38
72 56
83 64
13
21
25
37
42
22 17
43 33
63 48
72 55
78 60
32
65
94
108
117
36 2854
25
41
50
72
83
90
33
54
64
94
107
121
136
151
43 22
36
43
63
72
81
91
101
29
I II I II I II I II I II I II I II I II I II I II I II I IICATEGORYSEE NOTE 1CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1TOP BARSOTHER BARSTOP BARSOTHER BARSTENSION (f'c = 3,000 psi)CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1TOP BARSOTHER BARSTOP BARSOTHER BARSTENSION (f'c = 4,000 psi)CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1CATEGORYSEE NOTE 1TOP BARSOTHER BARSTOP BARSOTHER BARSTENSION (f'c = 5,000 psi)
62 47 92 71 120 80 62 92
70 54 105 81 13791 70 105
71 54106 82
LD LTS LD LTS LD LTS
22 17 32 25 42 28 3222
DEVELOPMENT LENGTH LAP SPLICE LENGTHDEVELOPMENT LENGTH LAP SPLICE LENGTHDEVELOPMENT LENGTH LAP SPLICE LENGTHDEVELOPMENT LENGTH LAP SPLICE LENGTH
TYPICAL CONSTRUCTION JOINT DETAILS
IN BEAM
IN FRAMED SLAB
1 1/2"D/3D/3 D/3 D5'-0"
TOP & BOTT. BARSTO RUN THROUGH JOINT
ADD (1) #6 x 5'-0"
FOR EACH 8" OF BEAM
WIDTH (MIN. OF (2) BARS)
ADD (2) #6 x 5'-0"
IF NO CONT. TOP BARS
BARS TO RUN
THROUGH JOINT
ADD BARS SAME SIZE
& SPACING AS BOTT. BARS
@ ® OF SPANU.N.O. ON PLAN
1 1/2"
1 1/2"1 1/2"
1
'
-
0
"
4"
4"
4"
@ ® OF SPAN
U.N.O. ON PLAN
D/3D/3 D/3 D 1
'
-
0
"
4
"
4
"
4
"
5 '-0"
TYPICAL TWO-WAY STRUCTURAL SLAB DETAIL
0.3 GREATER L1 OR L2
0.2 GREATER L1 OR L2
ADDITIONAL TOP BARS - LENGTH
L1
DISCONTINUOUS END
ADDITIONAL TOP BARS - LENGTH
6" MIN.
2" CLEAR
L2
CONTINUOUS END
0.3 GREATER L1 OR L2
0.2 GREATER L1 OR L2
h.3 L1 - 50%
.2 L1 - BAL. }ALT.50% MIN.
BAL.ALT.}
SEE GENERAL
NOTES
SEE STANDARD
HOOK DETAIL
SUPPORT
WIDTH
SEE NOTE #3
FOR ALL TOP
BARS
(MIN. LTS)
(MIN. LTS) (MIN. LTS)
NOTES:
1) ALL BOTTOM BARS MUST BE CONTINOUS OR SLPICED OVER THE SUPPORT WITH LAP SPLICE (EQUAL TO LTS).
A MINIMUM OF (2) BARS IN EACH DIRECTION MUST PASS WITHIN THE COLUMN CORE AND ANCHORED AT EXTERIOR
SUPPORTS.
2) SEE TYPICAL PLAN OF TOP AND BOTTOM BARS IN COLUMN STRIP DETAIL FOR MORE INFORMATION.
3) CONTINUOUS BOTTOM BARS MUST BE ANCHORED PER STANDARD HOOK DETAIL.
4) ALL TOP BARS MUST BE CONTINUOUS OR SPLICED AT MIDSPAN BETWEEN SUPPORTS WITH CLASS 'B' LAP
SPLICE (EQUAL TO LTS).
0.15L
SEE NOTE 1
0.15L 0.15L#5 CONT. SUPP. BAR w/
INDIVIDUAL HI-CHAIRS
@ 4'-0" o/c MAX.
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
I
ED
EG
N
TSE
Y MOC
DE
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SHEET TITLE
SHEET NUMBER
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
KEY PLAN
B
A
HOTEL
PROJECT NO.
SHEET ISSUE
SEAL | DATE
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
TRAINING
CENTER
THESE ARE PROGRESS DRAWINGS, THEREFORE THEY ARE
ISSUED PRIOR TO COMPLETION OF THE STRUCTURAL DESIGN
AND OTHER DESIGN DISCIPLINES INCLUDING BUT NOT
LIMITED TO ARCHITECTURAL OR MECHANICAL DESIGNS; AND
AS SUCH, ARE INCOMPLETE BY NATURE FOR THE
COMPREHENSIVE SCOPE OF THE PROJECT. ALLOWANCES FOR
STRUCTURAL ELEMENTS REQUIRED DUE TO THE COMPLETION
AND CROSS-COORDINATION OF ALL OTHER DISCIPLINES
SHOULD BE MADE.
1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0014.00
SHELL & CORE PERMIT SET
10/15/2021
Mechanical / Plumbing Design/Builder
Civil Engineer
DEEM LLC
6831 E 32nd Street
Indianapolis, Indiana 46226
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
Kite Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
10/15/2021 2:14:44 PMS-400
TYPICAL FRAMING
DETAILS
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
1 DESIGN DEVELOPMENT 10/01/21
2 SHELL & CORE PERMIT SET 10/15/21
10/15/21
10/19/22