HomeMy WebLinkAboutSP-601-CONCRETE-BEAM-DETAILS-&-SCHEDULE-Rev.10.125L1 0.125L2 0.125L1
L1 L2
LARGER OF LARGER OF
STIRRUPS [4][5][6]
CLASS 'B' TENSION LAP
BETWEEN B1 BARS
CLASS 'B' TENSION LAP
AT MIDSPAN, TYP.
T2 BAR
T1 BAR
B2 BAR
B1 BAR
***
T3 BAR
B1 BAR
STIRRUPS [4][5][6]
TYPE 1 - END SPAN TYPE 2 - INTERIOR SPAN
OMIT HOOK AND
EXTEND BARS INTO
ADJACENT SLAB
WHERE PRESENT
T7 BAR
T4 BAR
BEAM REINFORCEMENT NOTES:
1. FOR THE LEFT AND RIGHT HAND SIDE OF A BEAM, THE BEAM IS TO BE VIEWED IN THE SAME ORIENTATION AS THE CORRESPONDING BEAM MARK ON THE FRAMING PLAN.
2. PROVIDE 2" CONCRETE COVER TO TIES AND STIRRUPS ON ALL BEAM SURFACES.
3. HOOK TOP AND BOTTOM BARS WHERE SHOWN OR NOTED. PROVIDE STANDARD 90 DEGREE HOOK OR 180 DEGREE HOOK
4. PROVIDE MINIMUM #3 STIRRUPS AT 36" O.C. IN ALL BEAMS WHERE NO STIRRUPS ARE SCHEDULED
5. PLACE FIRST STIRRUP AT 2" FROM SUPPORT
6. STIRRUPS ARE NOTED AS BEGINNING AT THE SUPPORT EACH END AND PROCEEDING TOWARD THE MIDSPAN.
7. PROVIDE (2) #5 FACE BARS EQUALLY SPACED.
B2 BAR
LARGER OF
0.33L1 OR
0.33L2
0.33L1 OR
0.33L2
0.33L1 OR
0.33L2
LARGER OF
0.33L1 OR
0.33L2
TYPE 4 -SINGLE SPAN
L1
CLASS 'B' TENSION LAP
AT MIDSPAN, TYP.
T2 BAR
T1 BAR
B2 BAR
B1 BAR
**
STIRRUPS [4][5][6]
OMIT HOOK AND
EXTEND BARS INTO
ADJACENT SLAB
WHERE PRESENT
T1 BAR
T2 BAR
T6 BAR
0.25L1 0.25L1
TYP.
2" CLR.
EXTEND B1 BAR
STIRRUPS [4][5][6]
TYPE 3 - CANTILEVER SPAN
0.25 L1
PROVIDE STANDARD 90
DEGREE HOOK (TOP &
BOT.)
EAST-WEST
TOP REINFORCING
SEE PLAN
MIDDLE STRIP
***
GREATER
0.25 L1 OR 0.25 L2
GREATER
0.25 L1 OR 0.25 L2
CLASS "A"
TENSION
SPLICE (TYP.U.N.O.)12"SLABGREATER
0.25 L2
HALF OF ADDED BOTTOM
BARS NOTED ON PLAN
ARE SHORT, TYPICAL
GREATER
0.25 L1 OR 0.25 L2
0.15 L1 0.15 L2 0.15 L2
COLUMN BEYOND
TYP.
PROVIDE ADDITIONAL
TOP BARS WHERE
SHOWN ON PLAN
EXTERIOR SPAN
L1
INTERIOR SPAN
L2
WITH CANTILEVER
EXTERIOR SPAN
BOTTOM ADD BARS
AT INTERIOR SPANS
ARE SHORT BARS
TYPICAL BOTTOM BAR
REINFORCING, SEE PLANS
TYPICAL BOTTOM BAR REINFORCING
SEE PLANS
3"
3/4"
3"5"+/-5"+/-FIRST
POUR
ADD (1) ADD'L STIRRUP
EACH SIDE
ADD (2) #6x6'-0"
TOP & BOTTOM
EXTEND ALL REINFORCING
FULL LAP LENGTH PAST JOIST.
SEE GEN. NOTES FOR LAP
LENGTH DW
PLACE TOP AND BOTTOM BARS
OF SUPPORTED BEAM OVER
TOP AND BOTTOM BARS OF
SUPPORTING BEAM BEAM
SUPPORTING GIRDER
INTERSECTING BEAMS
W DTYPICAL EXTERIOR BEAMS
EXTEND BOTTOM SLAB
BARS TO WITHIN 3" OF
OUTSIDE FACE OF BEAM
HOOK TOP SLAB BARS OVER
OUTSIDE FACE OF BEAM BARS
135 DEGREE STIRRUP AND
TIE HOOKS REQUIRED AT
OUTSIDE FACE OF BEAM
W DSLAB TOP BARS TO BE
PLACED OVER BEAM
BARS
ONE BAR REQUIRED AT
EACH CORNER OF ALL
STIRRUPS.
TYPICAL INTERIOR BEAMS
FACE BARS
FACE
BARS
CLASS "B" TENSION LAP
TYPE ST-2 TIES
TYPE ST-1 TIES
STIRRUP TYPES
NOTE: PROVIDE 135 DEGREE HOOK AT ALL EXTERIOR EDGES
STIRRUP TYPES
ST-4
ST-5
ST-6
ST-1
ST-2
ST-3
PROVIDE STANDARD 90
DEGREE HOOK (TOP &
BOT.)
EAST-WEST TOP
REINFORCING, SEE PLAN
COLUMN STRIP
***
GREATER
0.35 L1 OR 0.35 L2
GREATER
0.25 L1 OR 0.25 L2
CLASS "A"
TENSION
SPLICE
TYPICAL NORTH-SOUTH
REINF. , SEE PLAN (TYP.U.N.O.)12"SLAB0.35 L2
1/2 BARS EACH
LENGTH, TYP.
GREATER
0.25 L1 OR 0.25 L2
PROVIDE ADDITIONAL TOP BARS
WHERE SHOWN ON PLAN. LAP
WITH C.S. LONG BARS, TYP.
EAST-WEST
BOTTOM REINF.
SEE PLAN
O.W. AND 0.35 L1
GREATER
0.35 L1 OR 0.35 L2
PLACE BOTTOM BARS
IN BOTTOM OF DROP
WHERE DROP
EXTENDS FULL BAY
WIDTH U.N.O.11/2"CLR.U.N.O.2"CLR.EXTERIOR SPAN
L1
INTERIOR SPAN
L2
WITH CANTILEVER
EXTERIOR SPAN
L / 6 L / 612"DROP PANEL
AT COLUMNS
(TYP.) U.N.O.
CONCRETE BEAM SCHEDULE
BEAM MARK BEAM SIZE BEAM TYPE REINFORCING STIRRUPS REMARKS
(WxD)MARK BARS SIZE & SPACING
B101 24 x 24 4 B1 (5) #9 (18) #4 @ 5"
B2 (2) #9 BALANCE #4 @ 10"
T1 (4) #9
T2 (10) #9
T3 (4) #9
T4 (10) #9
B102 35 x 24 4 B1 (5) #9 (18) #4 @ 5"
B2 (3) #9 BALANCE #4 @ 10"
T1 (10) #9
T2 (10) #9
T3 (4) #9
T4 (10) #9
B103 45 x 24 4 B1 (6) #9 (18) #4 @ 5"
B2 (3) #9 BALANCE #4 @ 10"
T1 (10) #9
T2 (10) #9
T3 (4) #9
T4 (10) #9
B104 48 x 24 1, 2, 3, 4 B1 (6) #7 (18) #4 @ 5"
B2 (4) #7 BALANCE #4 @ 10"
T1 (10) #7
T2 (10) #7
T3 (6) #7
T4 (10) #7
B105 64 x 24 1, 2, 4 B1 (8) #7 (18) #4 @ 5"
B2 (4) #7 BALANCE #4 @ 10"
T1 (4) #7
T2 (10) #7
T3 (6) #7
T4 (10) #7
B106 72 x 24 1, 4 B1 (8) #9 (18) #4 @ 5"
B2 (4) #9 BALANCE #4 @ 10"
T1 (4) #9
T2 (8) #9
T3 (4) #9
T4 (8) #9
B107 72 x 36 4 B1 (5) #9 (18) #4 @ 5"
B2 (3) #9 BALANCE #4 @ 10"
T1 (10) #9
T2 (10) #9
T3 (4) #9
T4 (10) #9
B108 72 x 51 4 B1 (5) #9 (18) #4 @ 5"
B2 (3) #9 BALANCE #4 @ 10"
T1 (10) #9
T2 (10) #9
T3 (4) #9
T4 (10) #9
CONCRETE GRADE BEAM SCHEDULE
BEAM MARK BEAM SIZE BEAM TYPE REINFORCING STIRRUPS REMARKS
(WxD)MARK BARS SIZE TYPE SPACING
GB101 24 x 36 1 B1 2##3 ST-3 _
B2 1#
T1 1#
T2 2#
GB102 36 x 48 1 B1 2##3 ST-3 _
B2 1#
T1 1#
T2 2#
GB103 24 x 48 1 B1 2##3 ST-3 _
B2 1#
T1 1#
T2 2#
4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
02/22/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt5/8/20182:21:28PMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/18 - GARAGE PERMIT
074904
CONCRETE BEAM
DETAILS &
SCHEDULE
SP-601
NTS1TYPICAL CONCRETE BEAM REINFORCING DIAGRAM
NTS5TYPICAL TWO-WAY CONCRETE SLAB REINFORCING DIAGRAM
NTS3BEAM CONSTRUCTION JOINT
NTS2TYPICAL CONCRETE BEAM BAR PLACEMENT
NTS4STIRRUP TYPES
TWO WAY SLAB NOTES:
1. PLACE BARS IN THE FOLLOWING SEQUENCE
A. EAST / WEST BOTTOM BARS
B. NORTH / SOUTH BOTTOM BARS
C. NORTH / SOUTH TOP BARS
D. EAST / WEST TOP BARS
2. PROVIDE 2" CLEAR TO TOP REINFORCING AND 1 1/2" CLEAR TO BOTTOM
REINFORCING UNLESS NOTED OTHERWISE.
3. PROVIDE CLASS "B" TENSION LAPS ON ALL BARS UNLESS NOTED OTHERWISE.
4. SPACE BARS EQUALLY WITHIN COLUMN STRIPS AND MIDDLE STRIPS.
5. ALTERNATE PLACEMENT OF LONG BARS AND SHORT BARS.
NTS6TYPICAL TWO-WAY CONCRETE SLAB REINFORCING DIAGRAM
1
1
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0 Issued For Garage Permit 02/22/18
1 Issued For General Revision 05/08/18