HomeMy WebLinkAboutS401-G-TYPICAL-PT-PETAILS-Rev.212
1
9"
9"
1
12
12
1
STRAIGHT
39"
NOTES:
1. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7" THICK.
2. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK
LENGTH OF TRANSITION CURVE
5'-0" MIN.
STRESSING
1'-0" MIN.
FOR
C.L.
3" O.C. FOR VERTICAL
ANCHORS
6" O.C. FOR
HORIZONTAL ANCHORS
SUPPORT BARS
#3 HAIRPIN TOTAL EQUAL TO
NUMBER OF TENDONS PLUS ONE
ANCHORS
SLAB EDGE
(2)-#4@6” O.C., T&B
GROMMET AT STRESSING
END ONLY
SLAB EDGE
2 STRANDS MIN. @
UNSUPPORTED SLAB EDGE,
PARALLEL TO
UNSUPPORTED EDGE
TOP REBAR @ 12" O.C.
MAX, TYP.
BANDED TENDONS
MAX 4 PER BUNDLE
DISTRIBUTED TENDON SPACED @ 6 X
SLAB THICKNESS OR 48" O.C., MAX.
MAX. CURVATURE
FOR 7" SLABS OR LARGER,
PLACE ANCHOR UPRIGHT
@ MIN. 3" O.C. FOR
6 1/2" SLAB OR LESS, PLACE
ANCHORS HORIZONTALLY @
6" O.C. MIN.
SLAB EDGE
1'-0", TYP.
STAGGER TOP REBAR
1'-0", TYP.
STAGGER TOP REBAR
1.5H W 1.5H
MILD REINFORCEMENT TO BE DISTRIBUTED
WITHIN THE DIMENSION LINES, EA. WAY
1.5H W5H 1.
A TOP PT AT CORNER COLUMNS
B TOP REBAR AT CORNER COLUMNS
NOTE:
REBAR NOT SHOWN FOR CLARITY, REF.
DETAIL B BELOW FOR REBAR INFORMATION.
NOTES:
1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION.
2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY.
3. LEGEND:
H = SLAB THICKNESS + D
W = COL. WIDTH
D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN
DISTRIBUTED TENDONS
SPACED @ 8 X SLAB THICKNESS OR
60" O.C. MAX., U.N.O.
BANDED TENDONS
MAX 4 STRANDS
PER BUNDLE
NOTES:
1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION.
2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY.
3. LEGEND:
H = SLAB THICKNESS + D
W = COL. WIDTH
D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN
TOP REBAR, MAX. 12" O.C.
MILD REBAR TO BE PLACED
WITHIN DIMENSION LINES, EA. WAY
1'-0", TYP.
STAGGER TOP REBAR
REBAR 1'-0", TYP.
STAGGER TOP
A TOP PT AT INTERIOR COLUMNS
B TOP REBAR AT INTERIOR COLUMNS
1.5H W 1.5H
NOTE:
REBAR NOT SHOWN FOR CLARITY, REF.
DETAIL B BELOW FOR REBAR INFORMATION.
1.5H W 1.5H
SLAB EDGE
2 STRANDS MIN. @
UNSUPPORTED SLAB EDGE,
PARALLEL TO
UNSUPPORTED EDGE
BANDED TENDONS
MAX 4 PER BUNDLE
DISTRIBUTED TENDON SPACED @ 6 X
SLAB THICKNESS OR 48" O.C., MAX.
MILD REINFORCEMENT TO BE DISTRIBUTED
WITHIN THE DIMENSION LINES, EA. WAY
MAX. CURVATURE
FOR 7" SLABS OR LARGER,
PLACE ANCHOR UPRIGHT
@ MIN. 3" O.C. FOR
6 1/2" SLAB OR LESS, PLACE
ANCHORS HORIZONTALLY @
6" O.C. MIN.
SLAB EDGE
NOTE:
REBAR NOT SHOWN FOR CLARITY, REF.
DETAIL B BELOW FOR REBAR INFORMATION.
A TOP PT AT EXTERIOR COLUMNS
B TOP REBAR AT EXTERIOR COLUMNS
1'-0", TYP.
STAGGER TOP REBAR
1'-0", TYP.
STAGGER TOP REBAR
TOP REBAR
@ 12" O.C. MAX, TYP.
1.5H W 1.5H
1.5H W5H 1.
NOTES:
1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION.
2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY.
3. LEGEND:
H = SLAB THICKNESS + D
W = COL. WIDTH
D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN
SLAB EDGE
2 STRANDS MIN. @ UNSUPPORTED
SLAB EDGE, PARALLEL TO
UNSUPPORTED EDGE
TOP REBAR @ 12" O.C.
MAX, TYP.
BANDED TENDONS
MAX 4 PER BUNDLE
DISTRIBUTED TENDON SPACED @ 6 X
SLAB THICKNESS OR 48" O.C., MAX.
MILD REINFORCEMENT TO BE DISTRIBUTED
WITHIN THE DIMENSION LINES, EA. WAY
SLAB EDGE
REBAR 1'-0", TYP.
STAGGER TOP
REBAR 1'-0", TYP.
STAGGER TOP
1.5H W 1.5H
1.5H W5H 1.
A TOP PT AT CORNER COLUMNS
B TOP REBAR AT CORNER COLUMNS
NOTE:
REBAR NOT SHOWN FOR CLARITY, REF.
DETAIL B BELOW FOR REBAR INFORMATION.
NOTES:
1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION.
2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY.
3. LEGEND:
H = SLAB THICKNESS + D
W = COL. WIDTH
D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN
LOWER LAYER OF
TOP REBAR, REF. PLAN
#7 SUPPORT REBAR
CHAIR
TYP.
PT SLAB
REF. PLAN
UNIFORMLY DISTRIBUTED
PT TENDON
UPPER LAYER OF
TOP REBAR, REF. PLAN
BANDED PT TENDON
MIN., TYP.
2" CLR.
T.O.C. EL.
REF. PLAN
LOWER LAYER OF
TOP REBAR, REF. PLAN
#7 SUPPORT
REBAR
CHAIR
TYP.
PT SLAB
REF. PLAN
BANDED PT TENDONS, NUMBER
OF TENDONS PER BUNDLE MAY VARY
UPPER LAYER OF
TOP REBAR, REF. PLAN
MIN., TYP.
2" CLR.
T.O.C. EL.
REF. PLAN
UNIFORMLY DISTRIBUTED
PT TENDON
PT SLAB
REF. PLAN
h
s<60"
s<8h
NOTE:
S>d+2(NUMBER OF BARS) FOR 3/4" OR SMALLER AGGREGATE
AND #8 BARS OR SMALLER. ALLOW GREATER SPACING FOR
OTHER CONDITIONS.
PT SLAB
REF. PLAN
h
TENDON
s>d
db REBAR
d s
MAXIMUM SPACING
A OF DISTRIBUTED TENDONS
MINIMUM SPACING
B BETWEEN BUNDLED TENDONS
SUPPORT BAR OR SLAB
BOLSTER
UNIFORM TENDONS
CLR.
2" MIN.
BOTTOM REINF.
REF. PLAN
(1)-#4 CONT.
GENERAL NOTES
MIN. COVER, REF.
SUPPORT WIDTH
EQ EQ
BANDED TENDONS
(2)-#7 SUPPORT BARS, TYP. @ COL.
SUPPORTS, ONE EA. SIDE
BANDED TENDONS
PLACE TOP REBAR WITHIN THIS STRIP
1.5T COL. WIDTH 1.5T
SCHED. CONC. COLUMN
REF. COL. SCHEDULE FOR
REINF.
PLACE DISTRIBUTED TENDONS WHICH
FALL WITHIN THE LENGTHS OF TOP
REBARS BELOW THE UPPERMOST LAYER
OF REBAR. PLACE REMAINDER OF
DISTRIBUTED TENDONS AS SHOWN ON
PLANS
T
REF.
PLAN
NOTE:
A MINIMUM OF TWO TENDONS SHALL BE
PLACED IN EA. DIRECTION DIRECTLY OVER
COL.
REF. PLAN FOR
TOP OF COL. REBAR
DISTRIBUTED
TENDONS UNDER BANDED
TENDONS AT COLUMN
HOOK COL. DOWELS AT TOP
FLOOR
COL. TO BE POURED FLUSH OR
BELOW
SLAB SOFFIT
SCHED.
REF. 0' - 0' 3" - 3"
0' - 2"
PT SLAB, REF. PLAN
T.O.C. EL.
REF. PLAN
(4)-#4X9'-0", E.W.
U.N.O. ON PLAN
(2)-#7 SUPPORT BARS, TYP. @ COL.
SUPPORTS, ONE EA. SIDE
COL. WIDTH
REF. COL. SCHED. FOR SCHED. CONC. COLUMN
REINF.
PLACE DISTRIBUTED TENDONS WHICH FALL
WITHIN THE LENGTHS OF TOP REBARS BELOW
THE UPPERMOST LAYER OF REBAR. PLACE
REMAINDER OF DISTRIBUTED TENDONS AS
SHOWN ON PLANS
NOTE:
A MINIMUM OF TWO TENDONS SHALL BE
PLACED IN EA. DIRECTION DIRECTLY OVER
COL.
HOOK COL. DOWELS AT
TOP FLOOR
COL. TO BE POURED FLUSH OR
BELOW SLAB SOFFIT
SCHED.
REF. 3"3"
2"
PT SLAB, REF. PLAN
T
REF.
PLAN
BANDED TENDONS
T.O.C. EL.
REF. PLAN
(4)-#4X9'-0", E.W.
U.N.O. ON PLAN. HOOK AT
DISCONTINUOUS END
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
S401-G
TYPICAL PT
DETAILS
S401-G SCALE: NONE
5 FLARING AT BANDED TENDONS AT SLAB EDGE
S401-G SCALE: NONE
3 TOP REINF. AT CORNER COLUMNS
S401-G SCALE: NONE
1 TOP REINFORCEMENT AT INTERIOR COLUMNS
S401-G SCALE: NONE
2 TOP REINFORCEMENT AT EXTERIOR COLUMNS
S401-G SCALE: NONE
4 TOP REINF. AT INTERIOR CORNER COLUMNS
S401-G SCALE: 3/4" = 1'-0"
10
SECTION THROUGH DISTRIBUTED
TENDON AT COLUMN
S401-G SCALE: 3/4" = 1'-0"
11
SECTION THROUGH BANDED
TENDON AT COLUMN
S401-G SCALE: 3/4" = 1'-0"
6 SPACING BETWEEN TENDONS
S401-G SCALE: 3/4" = 1'-0"
9 BANDED TENDONS AT LOW POINT
S401-G SCALE: 3/4" = 1'-0"
8 TYPICAL INTERIOR COLUMN
S401-G SCALE: 3/4" = 1'-0"
7 TYPICAL EXTERIOR COLUMN
05/01/18
Nick Mishler