HomeMy WebLinkAbout2495-49WIRE TIE
TYPICAL
DOWELS
BAR FRO
BELOW
SLOPE 1:6 MAX.
FOR COL. REINF.
NOTES
1. ALL VERTICAL REINFORCING FOR COLUMNS, PIERS
AND WALLS SHALL BE DOWELED AS SHOWN
EXCEPT SPECIFIC DETAILS ON DRAWINGS SHALL
GOVERN IN CASES OF CONFLICT.
2. DOWELS SHALL BE THE SAME GRADE, SIZE AND
NUMBER AS VERTICAL REINFORCING,
VERTICAL REINF. LAP SPLICES
SMPLE P5 TM SCHEDULE
SHEAR F ECTI O N
MEMBER
(DEPTH)PL
# OF BOLTS
CONN
"t"
WELD
"A"
< 8"
2
3/8"
1 /4"
8„ -- 10„
2
3/8„
1/4!'
12" - 14"
3
3/8"
1/4 it
15 -- 16
4
3/8"
1/4 of
18"
5
3/8„
1/4 it
20" & 21"
5
1/2"
1/4"
�o
-� -o D
N 4d OR
D ---j----1.0 21 /2" M I N
90' HOOK 180° HOOK
6
NOTE: FOR D ETC SEE 1
ACI -318 CODE
GOVERNING EDITION. MAX OFFSET BEND
PRINCIPAL REINFORCING
vu V l\ It IVI I I `!
135' HOOKS
TIE OR STIRRUP
NOTES: 1. ALL BENDS SHALL BE MADE COLD
2. #14 & #18 BARS SHALL BE BEND -TESTED AND
APPROVED PRIOR TO BENDING
BAR BENTS
NOTES:
1. FILLET WELD SIZE SHALL BE AS SHOWN UNLESS A GREATER
SIZE IS REQUIRED BY A.I.S.C. TABLE 1.17, 2A.
2. ALL BOLTS ARE 3/410 (UNLESS NOTED OTHERWISE) AND ARE
TO BEA 325 BOLTS.
3. LE ANGLES MAY BE SUBSTITUTED FOR CONNE TOR
PLATE, OVIDED THEY MEET OR EXCEED T
REQUIREMEN F THE A.I.S.C,
4. ALL CONNECTIONS TO Cl? AND ALL CONNECTIONS AT
VIBRATION LOAD AR 0 B N -SLIP (A325 -SC). ALL
OTHER CONECT MAY BE BEARI PE (A325 -N) UNO
SIMPLE BEAM CONNECTION DETAILS
MD BEAM C6WC,7M S*EDULE
BEAM
(DEPTH)
NO. OF
3/4'0
BOLTS
A325F
CONN.
Ft" t
WELD
SI
WELD
SIZE B
8" - 10„
2
3/81,
1/4!'
3/16'►
12" -- 14"
3
3/8"
1/4!'
3116
15" -- 16
4
3/8"
1/4!'
1 /4"
18"
5
3/8"
1/4!'
1/4"
RIGID FRAME DETAILS
NOTES:
1. SEE PLANS AND SCHEDULE FOR BEAM & COLUMN SIZES AND
COLUMN ORIENTATION. A TRIANGLE AT THE END OF SINGLE
STEEL BEAMS & GIRDERS (►►- ) INDICATES RIGID CONNECTION
CENTERED ON COLUMN CENTERLINE U.N.O.
2. ABBREVATIONS: H -Ft> HORIZONTAL COLUMN STIFFENER PLATES
CP COMPLETE PENETRATION BUTT WELD
U.N.O.: UNLESS OTHERWISE NOTED
tw : BEAM WEB THICKNESS
3. H -Fl? : U.N.O., HORIZONTAL & WEB CONNECTION PLATES SHALL BE
THE SAME GRADE MATERIALS AS THE CONNECTING BEAM. CO
IZONTAL STIFFENER PLATES (H --P) TO BE AS THIC THE
THIC BEAM FLANGE BEING RIGIDLY CONNECTE THE COLUMN
FLANGE P 18. PLATES TO BE MINIMU 2
W COL
r-,4
BEAM WHERE
OCCURS
OF BO N SEE SCHED.
i
2" MIN. END DISTANCE
I r TYPICAL
WELD A
FL' THICKNESS t
SEE SCHEDULE FOR
F1' AND NUMBER
OF BOLTS
FOR COLUMN D UP TO 16, 5/8" K FOR DEPTHS
IN EXCESS OF 16 E THE FLANGE THICKNESS EXCEEDS
13/4" SUBMIT SPECIAL WE PROCEDURES FOR FLANGE & WEB BEAM -A I
WELD(NGS PRIOR TO CEEDING.
r
4. FILLET WELD S SHALL BE AS SHOWN ESS A GREATER SIZE
IS RE BY A.I.S.C. TABLE J2.4
5. E DOUBLE ROW OF BOLTS ARE REQUIRED, USE IMUM
NUMBER POSSIBLE IN FIRST ROW AND BALANCE IN SECON W. WEB CONN. F�' ---/
6. FULL ULTRASONIC INSPECTION SHALL BE PROVIDED ON ALL AS REQUIRED
COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND
SPLICES (TESTED 100 PERCENT). _
TO
CONNECTION Ft' t
BEAM
SEE
SCHED.
5
BOLTS
AISC MIN.
WELD A
BEAM -A
,N C C.P.
H -FL:'
SEE NOTE #3
( NOT AT SEISMIC )
Id inches NOTE: EXTEND BAR
STRAIGHT AS FAR AS
FACE OF SUPPORT POSSIBLE AND BEND
TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN
12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR
BAR
SIZE
3
f'c = 3000 PSI
f'c = 4000 PSI
f'c = 5000 PSI
TOP
BARS
13
OTHER
BARS
12
TOP
BARS
13
OTHER
BARS
12
TOP
BARS
13
OTHER
BARS
12
4
17
12
17
12
17
12
5
21
15
21
15
21
15
6
27
19
25
18
25
18
7
37
26
32
23
29
21
8
48
35
42
30
38
27
9
61
44
53
38
48
34
#10
78
56
67
48
60
43
#11
96
68
83
59
74
53
#14
130
93
113
81
101
71
#18
1 169
120
1 146
1 104
131
93
BAR DEVELOPMENT LENGTH
S C H E D U L E I
LOCATION IN
STRUCTURE
CONC
f'c
PSI
STEEL
GRADE
KSI
BAR SIZE
3
4
5
6
1 7
1 8
1 9
1 10
11
BOTTOM BARS
OF BEAMS,
JOISTS, SLAB
BARS AND
SPANDRELS
L = LAP SPLICE
IN INCHES
3000
60
16
16
20
25
341
45
57
72
89
4000
60
16
16
20
24
30
39
49
63
77
5000
60
16
16
20
24
27
35
44
56
69
96
#4
@
18"
#4
®
18"
DOUBLE
MAT
VERTICAL
WALL STEEL
3000
60
21
28
35
41
48
55
62
72
89
4000
60
18
24
30
36
42
48
54
63
77
5000
60
16
1 22
27
32
38
43
481
56
69
82
S C H E D U L E 11
LOCATION IN
STRUCTURE
CONC
f'c
PSI
STEEL
GRADE
KSI
BAR SIZE
3
4
5
1 6
1 7
1 8
1 9
1 10
11
TOP BARS*
OF BEAMS,
JOISTS AND
SPANDRELS, &
SLAB TOP BAR
L = LAP SPLICE
IN INCHES
@
3000
60
16
22127
SINGLE
35148
63
80
101
124
4000
60
16
22127
131/2
33141
MAT
55
69
88
108
5000
60
16
22
27
33
38
49
62
78
96
#4
@
18"
#4
®
18"
DOUBLE
MAT
101/2" TO
HORIZONTAL
WALL STEEL
3000
60
29
39
48
58
68
77
87
96
106
4000
60
25
341
42
50
59
67
751
83
92
5000
60
23
30
38
45
52
60
67
75
82
4^ _1 ^M A A» k 11.1
11/2" OR
WALL OR SLAB SPLICE DETAIL
w
Z
0
NOTES
1. THE ABOVE SHALL BE MINIMUM REINFORCING
FOR ALL WALLS, SLAB OF PITS AND TRENCHES
IF NOT OTHERWISE DETAILED OR SPECIFIED.
2. SINGLE MAT REINFORCING SHALL BE IN THE
CENTER OF WALL UNLESS OTHERWISE DETAILED
3. MAX UNSUPPORTED HEIGHT = 20'-0"
31 CONC. AND CMU WALL MIN. REINF. SCHED. I 1
NOTES:
1. THE SCHEDULES SHOWN ON THIS DETAIL APPLY TO REGULAR
WEIGHT CONCRETE @ 145 TO 150 PCF.
2. ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN
50% OF THE REINFORCING IS LAP SPLICED WITHIN THE
DISTANCE SHOWN, THE LAP SPLICE LENGTH SHALL BE
INCREASED 33%. (EQUAL TO CLASS C LAP). SPLICES MUST
BE STAGGERED IN WALLS
3. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS
(EXCEPT WALL STEEL)
.4. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN
SPLICING DIFFERENT SIZE BARS.
5. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL
GOVERN IN LIEU OF THE LAP LENGTHS SCHEDULED.
6. THE CONTRACTOR, AT HIS OPTION, MAY USE A BUTT WELDED
SPLICE IN LIEU OF THE LAP SPLICE SHOWN --SEE DETAIL.
7. * TOP BARS ARE HORIZONTAL BARS PLACED SO THAT 12" OR
MORE OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
USE SCHEDULE II FOR LAP LENGTHS FOR TOP BARS IN SLABS
WHERE MORE THAN 12" OF CONCRETE IS CAST BELOW THEM.
8. ALL DETAILING AND PLACING OF REINFORCING SHALL COMPLY
WITH THE LAP SPLICE SCHEDULES AND DETAILS, UNLESS
SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS.
9. BUNDLED BAR SPLICES:
a) INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL
NOT OVERLAP EACH OTHER.
b) INCREASE LAP LENGTH 20% AT THREE BAR BUNDLES.
c) INCREASE LAP LENGTH 339 AT FOUR BAR BUNDLES
10. ALL WALL BAR SPLICES SHALL BE STAGGERED
11. JAMB BARS MAY BE LAPPED 100% AT ONE POINT IF LAPS
ARE INCREASED 33%
12. CHORD AND DRAG BARS SHALL BE LAPPED AS WALL STEEL
WITH BOTTOM AND TOP BARS CORRESPONDING TO VERTICAL
AND HORIZONTAL BARS RESPECTIVELY.
13. STANDARD HOOKS IN LIGHTHEIGHT CONCRETE SHALL HAVE
TAILS 25% LONGER THAN SCHEDULED.
L 12d OR 12" MIN
TOP REINF
11/2" OR WIRED L SLOPE 1:12
IN CONTACT � � � MAX NPF
BEAM SPLICE DETAIL BOTT REIN
CONCRETE
AND
CMU WALL
REINFORCING SCHEDULE
WALL
THICKNESS
BAR SIZE & SPACING
EACH MAT N fy = 60KSI
REMARKS
HORIZ
VERT
4"
4
@
12"
#4
@
12"
SINGLE
MAT
41/2" TO
#4
®
131/2
#4
@
131/2
SINGLE
MAT
61/2 TO
8"
4
®
12"
#4
®
18"
SINGLE
MAT
8 1/2 TO
10"
#4
@
18"
#4
®
18"
DOUBLE
MAT
101/2" TO
12"
4
®
16"
#4
®
18"
DOUBLE
MAT
121/2" TO
14"
# 5
®
18"#
4
®
18"
DOUBLE
MAT
141/2 " TO
16"
#5
@
15"
#5
®
18"
DOUBLE
MAT
8"
#5
®
16"
#4
®
16"
SINGLE
MAT
12"
#5
@
24"
#4
@
24"
DOUBLE
MAT
16"
#5
@
16"
#4
@
16"
DOUBLE
MAT
NOTES
1. THE ABOVE SHALL BE MINIMUM REINFORCING
FOR ALL WALLS, SLAB OF PITS AND TRENCHES
IF NOT OTHERWISE DETAILED OR SPECIFIED.
2. SINGLE MAT REINFORCING SHALL BE IN THE
CENTER OF WALL UNLESS OTHERWISE DETAILED
3. MAX UNSUPPORTED HEIGHT = 20'-0"
31 CONC. AND CMU WALL MIN. REINF. SCHED. I 1
NOTES:
1. THE SCHEDULES SHOWN ON THIS DETAIL APPLY TO REGULAR
WEIGHT CONCRETE @ 145 TO 150 PCF.
2. ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN
50% OF THE REINFORCING IS LAP SPLICED WITHIN THE
DISTANCE SHOWN, THE LAP SPLICE LENGTH SHALL BE
INCREASED 33%. (EQUAL TO CLASS C LAP). SPLICES MUST
BE STAGGERED IN WALLS
3. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS
(EXCEPT WALL STEEL)
.4. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN
SPLICING DIFFERENT SIZE BARS.
5. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL
GOVERN IN LIEU OF THE LAP LENGTHS SCHEDULED.
6. THE CONTRACTOR, AT HIS OPTION, MAY USE A BUTT WELDED
SPLICE IN LIEU OF THE LAP SPLICE SHOWN --SEE DETAIL.
7. * TOP BARS ARE HORIZONTAL BARS PLACED SO THAT 12" OR
MORE OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
USE SCHEDULE II FOR LAP LENGTHS FOR TOP BARS IN SLABS
WHERE MORE THAN 12" OF CONCRETE IS CAST BELOW THEM.
8. ALL DETAILING AND PLACING OF REINFORCING SHALL COMPLY
WITH THE LAP SPLICE SCHEDULES AND DETAILS, UNLESS
SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS.
9. BUNDLED BAR SPLICES:
a) INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL
NOT OVERLAP EACH OTHER.
b) INCREASE LAP LENGTH 20% AT THREE BAR BUNDLES.
c) INCREASE LAP LENGTH 339 AT FOUR BAR BUNDLES
10. ALL WALL BAR SPLICES SHALL BE STAGGERED
11. JAMB BARS MAY BE LAPPED 100% AT ONE POINT IF LAPS
ARE INCREASED 33%
12. CHORD AND DRAG BARS SHALL BE LAPPED AS WALL STEEL
WITH BOTTOM AND TOP BARS CORRESPONDING TO VERTICAL
AND HORIZONTAL BARS RESPECTIVELY.
13. STANDARD HOOKS IN LIGHTHEIGHT CONCRETE SHALL HAVE
TAILS 25% LONGER THAN SCHEDULED.
L 12d OR 12" MIN
TOP REINF
11/2" OR WIRED L SLOPE 1:12
IN CONTACT � � � MAX NPF
BEAM SPLICE DETAIL BOTT REIN
rn by Print Oates
10/23/98
:ked by
j Job N,�
Sheet
;,;Nrm a IlUAliac iNrt, INC.
6 REGULAR WEIGHT CONCRETE REINFORCING LAP SPLICE SCHEDULE 2
S-1.5
DWG. NQ, -2495, SHEET 49 of 69
AS BUILT 10/19/98
C
�
o
M
New
S1
�
rn by Print Oates
10/23/98
:ked by
j Job N,�
Sheet
;,;Nrm a IlUAliac iNrt, INC.
6 REGULAR WEIGHT CONCRETE REINFORCING LAP SPLICE SCHEDULE 2
S-1.5
DWG. NQ, -2495, SHEET 49 of 69
AS BUILT 10/19/98