HomeMy WebLinkAboutS400-G-TYPICAL-PT-DETAILS-Rev.29"
9"
9"
9"
9"
9"
12
1
LOCATION b (FEET)
OVER COLUMNS 2
OVER WALLS 1
CONTROL POINTS AS
SHOWN ON PLAN
STRESSING END
NA NA
HIGH POINT, REF. PLAN
LOW
POINT
STAGGER TERMINATED
TENDONS 12", ANCHOR AT NA
U.N.O.
16" STRAIGHT
L1/2 L1/2 L2/2 L2/2 L3/2 L3/2
L1 L2 L3
STRESSING
EXTERIOR
SPAN WITH
INTERIOR
SPAN
STRESSING
EXTERIOR
SPAN NO
16"
U.N.O.
C.G.S.
TYP.
U.N.O.
TYP.
SPAN/4 b
TYPICAL LENGTH FOR PORTIONS OF
STRAIGHT TENDON
NOTE:
FOR UNIFORM SLABS
NA IS AT MID-DEPTH
STRESSING END
NA
L1 L2 L3
STRESSING
EXTERIOR
SPAN WITH
INTERIOR
SPAN
STRESSING
EXTERIOR
SPAN NO
NOTES:
1. INFLECTION POINT A=0.1L.
2. NA IS AT MID-DEPTH FOR UNIFORM SLABS.
L1/2 L1/2
HIGH POINT, REF. PLAN
CONTROL POINTS AS
SHOWN ON PLAN
L2/2 L2/2
U.N.O.
16" STRAIGHT
LOW
POINT
L3/2 L3/2
a, TYP.
NA
U.N.O.
C.G.S.
TYP.
U.N.O.
TYP.
STAGGER TERMINATED TENDONS 12",
ANCHOR AT NA
SPAN/4
BANDED TENDONS
L1
PT SLAB
REF. PLAN
TRANSITION
TENDON
L2
a2
a1
a
EQ. EQ.
TRANSITION
NOTES:
1. THE SPAN OF THE TRANSITION TENDON CHANGES FROM L1 AT
LINE 1 TO L2 AT LINE 2.
2. PLACE TRANSITION TENDON WITH ITS LOW CONTROL POINT a,
VARYING LINEARLY FROM a1 TO a2.
TYPICAL TENDON
CONC. COLUMN L
PT SLAB
REF. PLAN
TRANSITION TENDON
CONC. WALL
HP
LP
HP
HP HP
HP HP
LP HP
L/4
TRANSITION
NOTES:
1. HP=TYP. TENDON HIGH POINT AS SHOWN ON PLAN, U.N.O.
2. LP=TYP. TENDON LOW POINT AS SHOWN ON PLAN, U.N.O.
3. TR=TRANSITION BETWEEN HIGH POINT AND LOW POINT.
1 1/4"
3 4
1
2 1/2"
5" X 2 1/2"
2
5
11"
NOTES:
1. LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS.
2. IF FABRICATED AT SHOP,WEDGES,GREASE CAP, AND
SLEEVE WILL BE ASSEMBLED TIGHT TO ANCHOR.
3. IF FIELD SEATING IS REQUIRED, BE SURE ALL
COMPONENTS ARE TIGHT TO ANCHOR, BE SURE NO BARE
STRAND IS EXPOSED, TAPE IF NECESSARY.
BULKHEAD
REF. NOTES
ITEM DESCRIPTION
1 ANCHORAGE S5CP+
2 PROTECTION SLEEVE S5CP+
3 END CAP S5CP+
4 MONOWEDGES TYPE 1.5
5 STRAND (GREASED AND COATED)
A S5CP + DEAD END ASSEMBLY
PLAN
REF.
EQ EQ
NOTES:
1. REFERENCE STRUCTURAL DOCUMENTS FOR ADDITIONAL REINFORCEMENT
REQUIRED.
2. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7" THICK.
3. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK .
#4 CONT. T&B, BY OTHERS
NAIL ANCHOR TO EDGE FORM
1'-0" MIN. FOR
STRESSING
SPLIT PLASTIC GROMMET
EQ. EQ.
SPLIT EDGE FORM
#4 CONT. T&B, BY OTHERS
NAIL ANCHOR TO EDGE FORM
2" MIN.
PLASTIC GROMMET
EQEQ
DRILL (1) -1/16"Ø HOLE
STRESSING
1'-0" MIN. FOR
ANCHORAGE
GREASED AND PLASTIC
WRAPPED PT TENDON
#4 CONT. T&B
BY OTHERS
SUPPORT BAR
AND CHAIR, TYP.
STRAIGHT
1'-3" MIN.
STRAIGHT
1'-3" MIN.
PT SLAB, REF. PLAN
TYP.
1 1/2" CLR.
1" MAX.
FORM
DEAD END
A ANCHORAGE
INTERMEDIATE
B END ANCHORAGE
STRESSING
C ANCHORAGE
1" MAX.
TYP.
1 1/2" CLR.
SHEAR KEY AND REBAR
REF. DETAILS
AND
11 / S400-G
12 / S400-G
PLAN
REF.
EQ EQ
(2)-#4@6” O.C., T&B
EXTEND 9” BEYOND
LAST ANCHOR
ANCHORAGE
GREASED AND PLASTIC
WRAPPED PT TENDON
NAIL ANCHOR TO EDGE FORM
1'-0" MIN. FOR
STRESSING
SPLIT PLASTIC GROMMET
EQ EQ
SPLIT EDGE FORM
NAIL ANCHOR TO EDGE FORM
2" MIN. PLASTIC GROMMET
EQEQ
DRILL (1)-1/16"Ø HOLE
STRESSING
1'-0" MIN. FOR
STRAIGHT
1'-3" MIN.
T
(2)-#4@6” O.C., T&B
EXTEND 9” BEYOND
LAST ANCHOR
#3 HAIRPIN, TOTAL EQUAL TO
NUMBER OF TENDONS PLUS
ONE
STRAIGHT
1'-3" MIN.
(2)-#4@6” O.C., T&B
EXTEND 9” BEYOND
LAST ANCHOR
#3 HAIRPIN, TOTAL EQUAL TO
NUMBER OF TENDONS PLUS
ONE
PT SLAB
REF. PLAN
FORM
DEAD END
A ANCHORAGE
INTERMEDIATE
B END ANCHORAGE
STRESSING
C ANCHORAGE
NOTES:
1. REFERENCE STRUCTURAL DOCUMENTS FOR ADDITIONAL
REINFORCEMENT REQUIRED.
2. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL
TO 7" THICK.
3. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK .
PROTECTION SLEEVE
INTERMEDIATE CAP
SHEAR KEY AND REBAR
REF. DETAILS
AND
11 / S400-G
12 / S400-G
~ 1 .50"~ 2.25"
~ 5"
~ 1 .30"
A PLAN
B WEDGES
C SECTION
THROUGH TENDON
#4 T&B TIED TO ANCHORAGES
EXTEND BACKUP BAR 6" PAST LAST
ANCHOR, TYP.
BACKUP BAR TO BE 24" MIN.
PT SLAB, REF. PLAN
SUPPORT BARS
DEAD END ANCHORAGES
STAGGERED AND PLACED
HORIZONTAL IN SLAB
SUPPORT CHAIRS
HORIZ.
12"
EQ EQ
PLAN
REF.
A PLAN
B SECTION
PT SLAB
REF. PLAN
EQEQ
PLAN
REF.
#3 HAIRPIN TOTAL EQUAL TO
PT TENDON, REF. PLAN NUMBER OF TENDONS PLUS ONE
PT ANCHOR
TYP.
9"
BAND
LIMIT OF
TENDON
TYP.
9"
3" TYP. 4"* MIN.
NOTE:
* = SPACING BETWEEN EACH GROUP OF
FOUR ANCHOR DEVICES
(2)-#4@6” O.C., T&B
NOTE:
LOCATION OF SLAB CONSTRUCTION JOINTS NOT
SPECIFICALLY SHOWN ON DRAWINGS. LOCATIONS
SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER FOR REVIEW AND APPROVAL.
#4X5'-0" @ 12" O.C. T&B
CENTERED ON JOINT
ELEVATED SLAB
REF. PLAN
AS NOTED
COVER
1/3T
1/3T
1/3T
SHEAR KEY, REF. 12 / S400-G
FOR ADDITIONAL INFO.
PT SLAB
PT TENDON, TYP.
3 "
3 "
SHEAR KEYS BETWEEN
ANCHORS, 3" CLR.
NOTE:
REINF. NOT SHOWN, REF. 11 / S400-G
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
ANCHORS
SLAB EDGE
GROMMET AT STRESSING
END ONLY
#4 T&B CONT.
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
S400-G
TYPICAL PT
DETAILS
S400-G SCALE: NONE
1
PROFILE FOR PARTIAL PARABOLA TENDONS
USED IN BANDED DIRECTION
S400-G SCALE: NONE
2
PROFILE FOR REVERSED PARABOLA TENDONS
USED IN DISTRIBUTED DIRECTION
S400-G SCALE: NONE
4
PLACEMENT OF UNIFORM TENDONS
IN SPANS OF VARYING LENGTH
S400-G SCALE: NONE
5
TENDON LOW POINT ADJACENT TO WALLS
FOR DISTRIBUTED TENDONS
S400-G SCALE: NONE
6
ENCAPSULATED SYSTEM FOR TENDONS
IN CORROSIVE ENVIRONMENT (DEAD END)
S400-G SCALE: NONE
7 ANCHORAGE FOR THE DISTRIBUTED TENDONS
S400-G SCALE: NONE
8 ANCHORAGE FOR THE BANDED TENDONS
S400-G SCALE: NONE
13 GENERIC MONOSTRAND ANCHORAGE
S400-G SCALE: NONE
10 PLACEMENT OF ADDED TENDON
S400-G SCALE: NONE
3
ELEVATION OF TYPICAL REINFORCEMENT
OF TENDON BAND AT SLAB EDGE
OR AT INTERMEDIATE STRESSING
S400-G SCALE: NONE
11 TYPICAL SLAB CONSTRUCTION JOINT
S400-G SCALE: NONE
12 SHEAR KEY DETAIL
S400-G SCALE: NONE
9
FLARING AT DISTRIBUTED
TENDONS AT SLAB EDGE
05/01/18
Nick Mishler