HomeMy WebLinkAboutS510-G-BEAM-SCHEDULE-&-DETAILS-Rev.21 1/2" CLR.
48 BAR DIAMETERS
CONT. TOP BAR
BOTT. BARS
USE HORIZ. EXTENSION WHERE
POSSIBLE, STD 90
HOOK WHEN NOT
STANDARD 90° HOOK
EXTEND 2 BOTT. BARS MIN. W/ 90°
HOOK AT COL.
2" MAX.
6" MIN.
NOTES:
1. IF ADDITIONAL TOP BARS ARE CALLED OUT, THE TOP BAR LENGTH SHALL
EXTEND L/3 INTO THE SPAN. IF THE ADDITIONAL TOP BAR CALLOUT IS
SCHEDULED AS "F", THE ADDITIONAL TOP BAR SHALL EXTEND TO THE CENTER
OF THE BEAM PLUS Ld/2.
2. IF ADDITIONAL BOTTOM BARS ARE CALLED OUT, THE BOTTOM BAR LENGTH
SHALL BE 2/3L, IF THE BOTTOM BAR IS SCHEDULED AS "F", THE ADDITIONAL
BOTTOM BAR SHALL EXTEND THE FULL LENGTH OF THE BEAM PLUS A MINIMUM
OF 6" INTO THE SUPPORT AT EACH END.
3. CAMBER IS DEFINED AS UPWARD MID SPAN DISPLACEMENT ADDED TO THE
ELEVATION SET BY THE ARCHITECTURAL DRAWINGS. NOTE THAT WHERE
DRAINAGE REQUIREMENTS DICTATE, THE RESULTING NET DISPLACEMENT IN
THE BEAM MAY BE DOWNWARD. BEAM SHALL BE CAMBERED AS FOLLOWS:
SPAN CAMBER
50'-0" AND GREATER 3/4"
> 40'-0" BUT < 50'-0" 1/2"
40'-0" AND LESS NONE
CAMBER
ELEV.
REF. ARCH.
4. AT GIRDER AND BEAM INTERSECTIONS THE BEAM'S BOTTOM REINF. SHALL BE LOCALLY OFFSET
TO PASS GIRDER REINF. AND THE GIRDER TOP REINFORCEMENT WILL BE PLACED LOWER THAN
THE BEAM TOP REINFORCEMENT, REF DETAIL.
5. MINIMUM BEAM LONGITUDINAL REINF. LAP SPLICES (BASED ON CLASS B LAP. BAR SPACING
GREATER THAN THREE BAR DIA. & f'c=5 ksi) SHALL BE AS FOLLOWS:
BAR SIZE
#4
#5
#6
HARDROCK
#7
#8
#9
#10
#11
TOP BOTT.
24" 19"
31" 24"
40" 31"
54" 42"
71" 55"
90" 70"
114" 88"
141" 108"
LT. WT. CONC.
TOP BOTT.
32" 24"
41" 31"
52" 40"
71" 54"
93" 71"
117" 90"
149" 114"
183" 141"
6. STRESSING:
A = FIRST END ONLY
B = SECOND END ONLY
C = BOTH ENDS
D = ONE-END ONLY, ALTERNATE STRESSING ENDS
7. SCHEDULED LEFT AND RIGHT END OF BEAM MEMBERS READ ON PLAN AS SHOWN BELOW.
L R
L
L
R
R L
R
8. ALL HOOKS SHOWN ARE STANDARD HOOKS (90° OR 180°).
9. Ld EQUALS TENSION DEVELOPMENT LENGTH.
10. SPLICES IN SCHEDULED BARS LESS THAN 60'-0" LENGTH ARE NOT PERMITTED.
SPLICES IN SCHEDULED BARS MORE THAN 60'-0" LENGTH SHALL BE REFERRED
TO ENGINEER FOR APPROVAL.
SPAN "L"
L/2 L/2
C.G.S.
LEFT
REF. NOTE 1
ADDNL. TOP BARS
CONT. T&B BARS
C.G.S.
RIGHT
REF. SCHEDULE FOR STIRRUP SPACING, TYP. 0' - 2"
0' - 2"
L/6 MIN.
BOTT. LAP, TYP. ADDNL. BOTT. BARS
REF. NOTE 2
REF. NOTE 1
TYP.
TOP LAP
SPAN "L"
L/2 L/2
REF. NOTE 1 ADDNL. TOP BARS
CONT. T&B BARS
REF. SCHEDULE FOR STIRRUP SPACING, TYP. 0' - 2"
0' - 2"
L/6 MIN.
BOTT. LAP, TYP. ADDNL. BOTT. BARS
REF. NOTE 2
REF. NOTE 1
TYP.
TOP LAP
C.G.S.
RIGHT
ADDNL. TOP BARS
(MAIN SPAN)
RIGHT C.G.S.
(CANTILEVER)
LEFT C.G.S.
CANTILEVER L
LEFT C.G.S.
TOP REBAR IN SLAB
REF. PLAN
REF. BEAM SCHED.
H
BANDED TENDON
DISTRIBUTED TENDONS
BEAM REINF. 3" MAX. 3" MAX.
REF. SCHEDULE
REF. PLAN
PT SLAB
HOOK COL. BARS
AT TOP FLOOR ONLY
2/3H
TOP REBAR IN SLAB
REF. PLAN
REF. BEAM SCHED.
H
BEAM TENDON
DISTRIBUTED TENDONS
3" MAX.
BEAM REINF.
REF. SCHEDULE
REF. PLAN
PT SLAB
HOOK COL. BARS
AT TOP FLOOR ONLY
2/3H
SCHED. DEPTH
SCHED. WIDTH
PLAN
REF.
#4 SUPPORT BAR
@ 48" O.C. MAX.
A SPANDREL BEAM DETAIL
EQ EQ
STRAIGHT
PT TENDON
SCHED. DEPTH
SCHED. WIDTH
PLAN
REF.
#4 SUPPORT BAR
@ 48" O.C. MAX.
SCHED. BOTT. REINF.
CHAIR W/ #4
SUPPORT BARS
PT TENDON
SCHED. TOP RIENF.
TO STIRRUPS
MIN. 1 1/2" CLR.
B TYPICAL BEAM SECTION
SCHED. DEPTH
SCHED. WIDTH
PLAN
REF.
SUPPORT CHAIR
CLR.
1 1 /2"
CLR.
1 1 /2"
CLR.
1 1/2"
1 2
3
5
4
6
7
9
8
10
1 2
3
5
4
6
7 8
TYP.
1 1/2" CLR.
INDICATES NUMBER OF BOTT.
ADDED REBAR PLACEMENT
SEQUENCE
INDICATES NUMBER OF TOP ADDED
REBAR PLACEMENT SEQUENCE
STIRRUPS, REF.
BEAM SCHED. FOR
SIZE AND SPACING
SCHED. DEPTH
SCHED. WIDTH
PT TENDONS AT
SUPPORT CONDITIONS
STIRRUPS, REF.
BEAM SCHED. FOR
SIZE AND SPACING
PLAN
REF.
SCHED. CONT. TOP BAR
(2)-#4 CONT.
SUPPORT CHAIR
SCHED. CONT. BOTT. BAR
PT TENDONS AT
LOWPOINT
CLR.
1 1 /2"
CLR.
1 1 /2"
CLR.
1 1/2"
NOTES:
1. REF. POST-TENSION BEAM SCHEDULE FOR FORCES.
2. KEEP TENDON GROUPS UNIFORMLY SPACED
THROUGHOUT THE LENGTH OF THE BEAM.
SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT ARCHITECT
MERCHANTS
CORPORATE
CENTER
CARMEL, IN
CLIENT
# DESCRIPTION DATE
NOVEMBER 10, 2017
17104
ISSUED FOR
CONSTRUCTION
2017-11-10
S510-G
BEAM SCHEDULE &
DETAILS
POST-TENSIONED BEAM SCHEDULE
MARK W X D
POST TENSIONING REINFORCING STEEL BEAM
CAMBERS
(REF.
NOTE) REMARKS
EFFECTIVE FORCE C.G.S. FROM BOTTOM OF BEAM
CONT.
TOP
CONT.
BOTT.
ADD. TOP
LEFT
ADD.
BOTT.
CENTER
ADD. TOP
RIGHT
STIRRUP
SIZE
NUMBER
OF LEGS
STIRRUP
CONT. SPACING SKIN REINF.
ADDED
LEFT
ADDED
RIGHT LEFT CENTER RIGHT
PTB-1 24X38 214K 23.5 10 34 2 #9 2 #9 2 #9 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-2 24X38 214K 34 4 34 2 #9 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-3 24X38 214K 34 4 34 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-4 24X38 214K 34 16 21 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-5 24X38 214K 21.75 10 34 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-6 24X38 214K 34 4 21.75 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-7 24X38 214K 21 12 21 2 #9 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-8 18X38 480K 26.25 4 26.25 2 #9 2 #10 2 #9 2 #9 #3 2/2/2 24@12"/ R@18"/
24@12"
#5 @ 6.25" MAX 2
PTB-9 18X38 267K 21.25 21.25 34 2 #9 2 #10 2 #9 #3 2/2/2 1@3"/R@18"/1@3" #5 @ 6.25" MAX 2
PTB-10 18X38 267K 34 4 26.5 2 #9 2 #10 2 #9 2 #9 #3 2/2/2 16@6"/ R@18"/
16@6"
#5 @ 6.25" MAX 2
PTB-11 18X38 267K 23.25 4 23.25 2 #9 2 #10 #3 2/2/2 8@12"/ R@18"/
8@12"
#5 @ 6.25" MAX 2
S510-G SCALE: NONE
1 BEAM REINFORCEMENT LAYOUT
S510-G SCALE: 3/4" = 1'-0"
2 BEAM REINFORCEMENT LAYOUT
S510-G SCALE: 3/4" = 1'-0"
3 BEAM REINFORCEMENT LAYOUT
S510-G SCALE: 3/4" = 1'-0"
4 TYPICAL FRAME COLUMN/BEAM SECTION
S510-G SCALE: 3/4" = 1'-0"
5 TYPICAL BEAM END COLUMN CONNECTION
S510-G SCALE: 3/4" = 1'-0"
8 BEAM DETAILS
S510-G SCALE: 3/4" = 1'-0"
6
PLACEMENT OF REINFORCEMENT
IN POST-TENSION BEAMS
S510-G SCALE: 3/4" = 1'-0"
7 PLACEMENT OF TENDONS IN BEAMS
05/01/18
Nick Mishler