HomeMy WebLinkAboutS-301 - TYPICAL FOUNDATION DETAILSNOTES:
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.
#3
#4
#5
#6
#7
#8
#9
#10
#11 BAR SIZECOMPRESSION 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 78 CATEGORYSEE 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
8190
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 28 54
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 II CATEGORYSEE 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 81 137 91 70 105
71 54 106 82
LD LTS LD LTS LD LTS
22 17 32 25 42 28 32 22
DEVELOPMENT LENGTH LAP SPLICE LENGTHDEVELOPMENT LENGTH LAP SPLICE LENGTH DEVELOPMENT LENGTH LAP SPLICE LENGTH DEVELOPMENT LENGTH LAP SPLICE LENGTH
(IN INCHES)
TABLE OF HOOKED BAR DEVELOPMENT LENGTHS
BAR #3,000 psi
f'c
4,000 psi 5,000 psi
3 6 6 6
4 8 7 6
5 10 9 8
6 12 10 9
7 14 12 11
8 16 14 12
9 18 15 14
10 20 17 16
11 22 19 17
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"dhdb4d ¢ 2 1/2"b
START OF
DEVELOPMENT
6,000 psi
6
6
7
9
10
11
13
14
16
l dh
l
14 33 29 26 23
TYPICAL CONCRETE COLUMN
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
TYPICAL DETAIL OF CONCRETE COLUMN
VERTICAL REINFORCEMENT @ FOOTING
FIN. FLR. EL.
(SEE PLAN)
® COLUMN & FOOTING
ISOLATION JOINT
3" CLR.
ENCASE COLUMN w/
MIN. 3" OF CONC.,
SAME STRENGTH AS
SLAB
FOOTING SIZE, REINF. & EL.
SEE PLAN/SCHEDULE FOR
3"
3"
DOWELS TO MATCH
VERT. REINF. (U.N.O.)
0" (TYP.)
1
'
-
0
"
SCHEDULED TIE
U.N.O.LTS3" MAX.1'-0"MIN.U.N.O.TYPICAL CHANGE IN WALL THICKNESS
PLAN
LTS 2" MAX.TYPICAL DETAIL - REINFORCING FOR
CONCRETE WALLS
NOTES:
1) LTS PER TABLE OF LAP SPLICE LENGTHS.
2) SEE PLANS AND SECTIONS FOR SIZE AND SPACING OF
REINFORCEMENT AND WALL THICKNESS.
AT CORNERS
PLAN VIEWS (TWO LAYERS)
AT WALL INTERSECTIONS
AT WALL INTERSECTIONS
PLAN VIEWS (ONE LAYER)
AT CORNERS
ALTERNATE
BARS(TYP.)
LTS
(TYP.)LTS(TYP.)LTS(TYP.)LTS(TYP.)
LTS
DETAIL OF VAULT CONCRETE COLUMN
VERTICAL REINFORCEMENT @ FOOTING
® COLUMN & FOOTING
3" CLR.FOOTING SIZE, REINF. & EL.
SEE PLAN/SCHEDULE FOR
3"3 "
DOWELS TO MATCH
VERT. REINF. (U.N.O.)
0" (TYP.)
1
'
-
0
"
SCHEDULED TIE
U.N.O.LTS3" MAX.TYP.
2" CLR
WATERSTOP
2" CLR SYNKO-FLEX WATERSTOP
AROUND ENTIRE PERIMETER
SHEET TITLE
SHEET NUMBER
KITE Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
Civil Engineer
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
450 East 96th Street, Suite 175
Indianapolis, IN 46240
317-580-0402
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
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.
450 EAST 96th STREET, SUITE 175, INDIANAPOLIS, IN 46240
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00
FOUNDATION PERMIT
07/08/2022
F.A. Wilhelm Construction
3914 Prospect Street
Indianapolis, Indiana 46203
317-359-5411
Construction Manager
Mechanical / Electrical/ Plumbing Engineer
CIRCLE DESIGN GROUP
9229 Delegates Row #150
Indianapolis, Indiana 46240 BIM 360://22014-Republic Airways HQ/Republic_Garage-STRC-V21.rvt7/8/2022 3:35:41 PMS-301
TYPICAL
FOUNDATION
DETAILS
21040.000
REPUBLIC
CAMPUS -
PARKING
GARAGE
12195 N. Meridian St.
Carmel, Indiana
46032
Section
S-301
1
1 FOUNDATION PERMIT 07/08/22
07/08/22
08/09/22