HomeMy WebLinkAboutS0-4A-STANDARD ELEVATED POST-TENSIONED CONCRETE DETAILSFLAT SLAB WITH BOTTOM MAT REINF. AND WITHOUT DROP HEADS PLACING DIAGRAM
FLAT SLAB WITHOUT BOTTOM MAT REINF. AND WITHOUT DROP HEADS PLACING DIAGRAM
FACE OF SUPPORT
BOTTOM MAT
RE: PLAN
TERMINATE ALL
TOP REINF. W/ STD.
90° HOOK.
FACE OF SUPPORT
TERMINATE ALL TOP
REINF. W/ STD. 90° HOOK.
MIN 2 TENDONS OVER
EA. COL. EA. WAYCLASS B SPLICE
AT SUPPORT TYP.
CLASS B SPLICE
AT SUPPORT TYP.
BANDED TENDON DISTRIBUTED
TENDON BANDED TENDON
STAGGER BTM. BARS RE:
PLAN ARRANGEMENT OF
REINF. BARS IN SLAB (TYP.)
ADDITIONAL BOTTOM STEEL
NOTED ON PLANS TO BE PLACED
IN THE SAME PLANE AS BOTTOM
MAT REINF. (TYP.) TT/2 T/2RE: PLAN LDH MIN.
GRID
1/6 L5 + 1' MIN.
RE: PLAN OR
TOP STEEL RE: PLAN PROVIDE FULL LENGTH TOP STEEL FOR SPANS < 10'-0"
1/6 L2 + 1' MIN.
RE: PLAN OR
1/6 L4 + 1' MIN.
RE: PLAN OR
GRID
1.5T
GRID
THIS STRIP
PLACE TOP REBAR WITHIN
1.5T 1.5T
TOP STEEL RE: PLAN
1/6 L4 + 1' MIN.
RE: PLAN OR
1/6 L4 + 1' MIN.
RE: PLAN OR
GRID
1.5T 1.5TTHIS STRIP
PLACE TOP REBAR WITHIN
CL L1 L2 L3 L4 L5 CRWIDTH
SUPPORT
1.5T
WIDTH
SUPPORT
WIDTH
SUPPORT
WIDTH
SUPPORT
THIS STRIP
PLACE TOP REBAR WITHIN
1.5T
U.N.O.1" CLR.WIDTH
SUPPORT ORDINATESRE: PLAN TENDONDF
TOP STEEL RE: PLAN
1/6 L2 + 1' MIN.
RE: PLAN OR
1/6 L1 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
GRID
1.5T 1.5T U.N.O.1" CLR.WIDTH
SUPPORT T/2T/2 TRE: PLAN LDH MIN.
1/6 L1 + 1' MIN.
RE: PLAN OR
GRID
1.5T ORDINATESRE: PLAN TENDONTERMINATE ALL TOP
REINF. W/ STD. 90° HOOK.T T/2 T/2 FACE OF SUPPORT
BANDED TENDON
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L1 + 2' MIN. EQ.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L2 + 2' MIN. EQ.
WIDTH
SUPPORT EQ.
1/3 L3 + 2' MIN.
RE: PLAN OR EQ.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L4 + 2' MIN. EQ.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L5 + 2' MIN. EQ.
WIDTH
SUPPORT
L5
RE: PLAN LDH MIN.
GRID
1/6 L5 + 1' MIN.
RE: PLAN OR
1.5T
MIN 2 TENDONS OVER
EA. COL. EA. WAY
TOP STEEL RE: PLAN
1/6 L4 + 1' MIN.
RE: PLAN OR
1/6 L5 + 1' MIN.
RE: PLAN OR
GRID
1.5T 1.5T
THIS STRIP
PLACE TOP REBAR WITHIN
THIS STRIP
PLACE TOP REBAR WITHIN
L4L3
TOP STEEL RE: PLAN PROVIDE FULL LENGTH TOP STEEL FOR SPANS < 10'-0"
1/6 L4 + 1' MIN.
RE: PLAN OR
1.5TTHIS STRIP
PLACE TOP REBAR WITHIN
1.5T
GRID
L2L1
GRID
1/6 L2 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
1.5T1.5T
TOP STEEL RE: PLAN
1/6 L2 + 1' MIN.
RE: PLAN OR
1/6 L1 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
GRID
1.5T1.5T
RE: PLAN LDH MIN.
1/6 L1 + 1' MIN.
RE: PLAN OR
GRID
1.5T
TERMINATE ALL
TOP REINF. W/ STD.
90° HOOK.T/2 T/2 T FACE OF SUPPORT
BANDED TENDON
U.N.O.1" CLR.DISTRIBUTED
TENDON ORDINATESRE: PLAN TENDONBOTTOM MAT
RE: PLAN
DF
U.N.O.1" CLR.ORDINATESRE: PLAN TENDON1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
3" MAX.
2" MIN.
3" MAX.
2" MIN.
/23 S0-4B
FLAT SLAB WITH DROP HEADS AND BOTTOM MAT PLACING DIAGRAM
FLAT SLAB WITH DROP HEADS AND NO BOTTOM MAT PLACING DIAGRAM
BOTTOM MAT
RE: PLAN
FACE OF SUPPORT
BANDED TENDON
MIN 2 TENDONS OVER
EA. COL. EA. WAY
FACE OF SUPPORT
BANDED TENDON
FACE OF SUPPORT
BANDED TENDON
MIN 2 TENDONS OVER
EA. COL. EA. WAY
DROP HEAD
CLASS B SPLICE
AT SUPPORT TYP.
CLASS B SPLICE
AT SUPPORT TYP.
DROP HEAD DROP HEAD
DISTRIBUTED
TENDON
STAGGER BTM. BARS RE:
PLAN ARRANGEMENT OF
REINF. BARS IN SLAB (TYP.)
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
ADDITIONAL BOTTOM STEEL
NOTED ON PLANS TO BE PLACED
IN THE SAME PLANE AS BOTTOM
MAT REINF. (TYP.)
DROP HEAD
CL L1 L2 L3 L4 L5 CRWIDTH
SUPPORT
WIDTH
SUPPORT
WIDTH
SUPPORT
WIDTH
SUPPORT
WIDTH
SUPPORT
FACE OF SUPPORT
BANDED TENDON
WIDTH
SUPPORT
RE: PLAN LDH MIN.
GRID
U.N.O.1" CLR.1/6 L1 + 1' MIN.
RE: PLAN OR
1.5T
TERMINATE ALL
TOP REINF. W/ STD.
90° HOOK.TT/2 T/2TOP STEEL RE: PLAN
ORDINATESRE: PLAN TENDON1/6 L1 + 1' MIN.
RE: PLAN OR
1/6 L2 + 1' MIN.
RE: PLAN OR
GRID
THIS STRIP
PLACE TOP REBAR WITHIN
1.5T 1.5T
fghfgb
TOP STEEL RE: PLAN PROVIDE FULL LENGTH TOP STEEL FOR SPANS < 10'-0"
1/6 L2 + 1' MIN.
RE: PLAN OR
GRID
1/6 L4 + 1' MIN.
RE: PLAN OR
GRID
THIS STRIP
PLACE TOP REBAR WITHIN
1.5T 1.5T
ORDINATESRE: PLAN TENDONU.N.O.1" CLR.1.5T 1.5TTHIS STRIP
PLACE TOP REBAR WITHIN
TOP STEEL RE: PLAN
1/6 L4 + 1' MIN.
RE: PLAN OR
1/6 L5 + 1' MIN.
RE: PLAN OR
GRID
THIS STRIP
PLACE TOP REBAR WITHIN
1.5T
GRID1/6 L5 + 1' MIN.
RE: PLAN OR
1.5T
RE: PLAN LDH MIN.
1.5T TERMINATE ALL TOP
REINF. W/ STD. 90° HOOK.T T/2 T/2 3" MAX.
2" MIN.
3" MAX.
2" MIN.T/2T/2 TTERMINATE ALL
TOP REINF. W/ STD.
90° HOOK.
GRID
RE: PLAN LDH MIN.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L1 + 2' MIN. EQ.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L2 + 2' MIN. EQ.
WIDTH
SUPPORT EQ.
1/3 L3 + 2' MIN.
RE: PLAN OR EQ.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L4 + 2' MIN. EQ.
WIDTH
SUPPORT EQ. RE: PLAN OR 1/3 L5 + 2' MIN. EQ.
WIDTH
SUPPORT
L1
TOP STEEL RE: PLAN
GRID
1/6 L1 + 1' MIN.
RE: PLAN OR
1/6 L2 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
DISTRIBUTED
TENDONU.N.O.1" CLR.ORDINATESRE: PLAN TENDON1/6 L1 + 1' MIN.
RE: PLAN OR
1.5T 1.5T 1.5T
BOTTOM STEEL
RE: PLAN
fghfgb
L2 ORDINATESRE: PLAN TENDONU.N.O.1" CLR.TOP STEEL RE: PLAN PROVIDE FULL LENGTH TOP STEEL FOR SPANS < 10'-0"
1/6 L2 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
GRID
1.5T 1.5T
L3 L4
1.5T
1/6 L4 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
GRID
1.5T
TOP STEEL RE: PLAN
1/6 L4 + 1' MIN.
RE: PLAN OR
L5
BOTTOM STEEL
RE: PLAN
fghfgb
TYP.
(18")
TYP.
(18")
1/6 L5 + 1' MIN.
RE: PLAN OR
THIS STRIP
PLACE TOP REBAR WITHIN
GRID
1.5T 1.5T TERMINATE ALL TOP
REINF. W/ STD. 90° HOOK.T T/2 T/2 GRID
RE: PLAN LDH MIN.
1/6 L5 + 1' MIN.
RE: PLAN OR
1.5T
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
1" CLR.
1 1/2" CLR. WHEN
EXPOSED TO
WEATHER
UNO
PROFILE FOR REVERSED PARABOLA TYP. @ BANDED
TENDONS & DISTRIBUTED TENDONS AWAY FROM COLUMS
PROFILE FOR PARTIAL PARABOLA TYP. @ DISTRIBUTED
TENDONS AT COLUMNS
CGS AT MIDSPAN
TYP. U.N.O.
TERMINATED
TENDONS
STAGGER
AT 12" AT BANDS
(ANCHOR AT NA)
NANA
HIGH POINT SEE
PLAN
STRESING
END
NOT TO SCALE
NOTES: A = 0.1 L
FOR UNIFORM SLAB
NA IS AT MID-DEPTH
TERMINATED
TENDONS
STAGGER AT 12"
AT BANDS
(ANCHOR AT NA)
NA NA
HIGH POINT SEE
PLAN
CONTROL POINTS
AS SHOWN ON PLAN
STRESING
END
LOWPOINTNOT TO SCALE
WIDTH OF BAND &
REINF. PARALLEL
TO BAND TYP.
WIDTH OF BAND &
REINF. PARALLEL
TO BAND TYP.
EQ
EQ
5"
WITH STRESSING
EXTERIOR SPAN INTERIOR SPAN
NO STRESSING
EXTERIOR SPAN
L1 L2 L3
L1/2 L1/2 L2/2 L2/2 L3/2 L3/2U.N.O.
SPAN/4
4 3/4"
EQ EQ
CGS TYP.
U.N.O.
U.N.O.
(16") STRAIGHT
U.N.O.
16" STRAIGHT
B
WITH STRESSING
EXTERIOR SPAN INTERIOR SPAN
NO STRESSING
EXTERIOR SPAN
L1 L2 L3LOWPOINTL1/2 L1/2 L2/2 L2/2 L3/2 L3/2
CONTROL POINTS
AS SHOWN ON PLAN
U.N.O.
(16") STRAIGHT SPAN/4 A TYP.U.N.O.
(16") STRAIGHT
2A2
WITHOUT BAND BEAM
3 PLACEMENT OR REINFORCEMENT AT TERMINAL COLUMS AT DROP HEAD
PLACE MILD REINF. PARALLEL
TO DIST. TENDONS BELOW
BANDED & MILD REINF.
PARALLEL TO BANDS.
PLACE A MIN. OF 2
TENDONS OVER EA.
COL.
COLUMN -RE:
PLAN & SCHED.
BANDED TENDON
NOT TO SCALE
PLACE BANDED
TENDONS AND MILD
REINF. PARALLEL TO
BANDS IN SAME PLANE
PLACE MILD REINF. PARALLEL
TO DIST. TENDONS BELOW
BANDED TENDONS & MILD
REINF. PARALLEL TO BANDS.
PLACE A MIN. OF 2
TENDONS OVER
EA. COL.
COLUMN -RE:
PLAN & SCHED.
BANDED TENDON
CENTERLINE OF COL.
#5 @ 12" O.C.
EA. DIRECTION
4 ~ #4 X 9'-0"
EA. WAY
CENTERLINE OF COL.
4 ~ #4 X 9'-0" EA. WAY
PLACE DISTRIBUTED TENDONS
WHICH FALL WITHIN THE LENGTHS OF
TOP REBARS BELOW THE UPPERMOST
LAYER OF REBAR PER DET 4 & 5.
PLACE REMAINDER OF DISTRIBUTED
TENDONS AS SHOWN ON PLANS.
PLACE DISTRIBUTED TENDONS
WHICH FALL WITHIN THE LENGTHS OF
TOP REBARS BELOW THE
UPPERMOST LAYER OF REBAR PER
DET 4 & 5. PLACE REMAINDER OF
DISTRIBUTED TENDONS AS SHOWN
ON PLANS
1.5 X T COL WIDTH 1.5 X T
PLACE TOP REBAR W/ IN THIS STRIP
RE PLAN OR 1/6 SPAN + 1' MIN. RE: PLAN OR 1/6 SPAN + 1' MIN.
TYP.
(18")
FGHFGHT1.5T COL. WIDTH 1.5T
PLACE TOP REBAR W/ IN THIS STRIP
RE PLAN OR 1/6 SPAN + 1' MIN. RE PLAN OR 1/6 SPAN + 1' MIN.
PLACE BANDED
TENDONS AND MILD
REINF. PARALLEL TO
BANDS IN SAME PLANE
CHAIR TYP.
SUPPORT REBAR
TOP OF SLAB
UNIFORMLY DISTRIBUTED
TENDON
TOP LOWER REBAR RE:
PLAN PARALLEL TO DIST.
TENDONS
TOP UPPER REBAR
PARALLEL TO BANDS -
RE: PLAN
BANDED PT TENDONS (NUMBER OF
TENDONS PER BUNDLE MAY VARY)
CLR. MIN.
TYP. 2"SEE SPECSMIN. COVER -SECTION THROUGH BANDED TENDON AT
COLUMN
NOT TO SCALE
4
SECTION THROUGH DISTRIBUTED TENDON
AT COLUMN
NOT TO SCALE
CHAIR TYP.
SUPPORT REBAR
TOP OF SLAB
UNIFORMLY DISTRIBUTED
TENDON
CLR. MIN.
TYP. 2"
TOP UPPER REBAR PARALLEL
TO BANDS -RE: PLAN
BANDED PT TENDON SEE SPECSMIN. COVERTOP LOWER
REBAR SEE PLAN
5
DEAD END
6 TENDON ANCHORAGE AT BANDED TENDONS
STRESSED END
NOT TO SCALE
A -EDGE OF SLAB VIEW
9"
9"
#3 HAIRPINS TOTAL
QTY = NO. OF
ANCHORS PLUS 1TEQ EQADD'L 2~#4 T&B @
6" O.C. EXTEND 9"
BEYOND LAST
ANCHOR END
12" MAX. TYP. 0" IN CORROSIVE
ENVIRONMENTS OR WHERE
ENCAPSULATED TENDONS ARE
SPECIFIED.
NA
1' - 1 7/8"
2"
ENVIRONMENTS TYP.
2 1/2" IN CORROSIVE EQEQ T1' - 4"ANA
ADD'L 2~#4 T&B @
6" O.C. EXTEND 9"
BEYOND LAST
ANCHOR EACH END
GROMMET
3/8T
PT TENDON
STRESSING TAIL
FULLY ENCAPSULATED
END IN CORROSIVE
ENVIRONMENTS
SUPPORT BARS
42" O.C. MAX.
#3 HAIRPINS TOTAL
QTY = NO. OF
ANCHORS PLUS 1
9"
9"
1"
1" MAX. TYP. 0" IN CORROSIVE
ENVIRONMENTS OR WHERE
ENCAPSULATED TENDONS
ARE SPECIFIED.
9" TYP. LIMIT OF TENDON BAND 9" TYP.
3" TYP. 4" MIN.
9"
9"
#3 HAIRPINS TOTAL
QTY = NO. OF
ANCHORS PLUS 1
PT SLAB
PT ANCHOR
PT TENDON
SEE PLAN
REBAR TOP AND
BOTTOM LENGTH
AS REQUIRED PER
DET.6
DEAD END
7 TENDON ANCHORAGE AT DISTRIBUTED TENDONS
STRESSED END
NOT TO SCALE
SUPPORT BARS
42" O.C. MAX.SEE PLANEQ EQ#4 CONT. TOP &
BOTTOM TIED TO
ANCHOR -RE:
STRESSING END.
12" MAX. TYP. 0" IN CORROSIVE
ENVIRONMENTS OR WHERE
ENCAPSULATED TENDONS ARE
SPECIFIED.
NA
1' - 1 7/8"
2"
ENVIRONMENTS TYP.
2 1/2" IN CORROSIVE EQEQ TOR AS REQ'D.
1' - 4" MIN.
NA
GROMMET
PT TENDON
STRESSING TAIL
FULLY ENCAPSULATED
END IN CORROSIVE
ENVIRONMENTS
SUPPORT BARS
42" O.C. MAX.
1"
1" MAX. TYP. 0" IN CORROSIVE
ENVIRONMENTS OR WHERE
ENCAPSULATED TENDONS
ARE SPECIFIED.CLR.1 1/2"PT TENDON
CHAIRS @
3'-0" O.C. MAX.
C
L
R
.
1
1
/
2
"
#4 CONT. T&B @
SLAB SECURED
TO STRAND
8A INTERMEDIATE STRESSING POINT
NOT TO SCALE8
1/2"2"2~#4 CONT.
P.T. TENDON (NOT PRESENT
BETWEEN BANDS)KEYWAY CONTINUOUS (NO KEYWAY
REQUIRED AT TENDON BANDS)
TYPICAL AND ADDITIONAL
SLAB REBAR NOT SHOWN
RE:PLAN & DETAILS, TYP
INTERMEDIATE STRESSING ANCHOR,
RE: PT SUPPLIER DETAIL
INTERMEDIATE STRESSING
POINT PER PT SUPPLIER (AT
POINT WHERE CABLES ARE AT
MID-DEPTH OF SLAB)
#4 X 8'-0" @ 24" O.C. TOP & 16" O.C. BOTT.
CENTERED ON CONSTRUCTION JOINT @
UNIFORM TENDONS AND BETWEEN
BANDS [@8A, (24) #6 X 8'-0" (12 TOP & 12
BOTT.) CENTERED ON JOINT @ BANDS]
2 #5 CONTINUOUS, EA. SIDE
FIRST POUR SIDE
VERIFY STRETCHING
RAM NOSE
CLEARANCE
WITH PT SUPPLIER
TENDON ANCHORAGE FOR BANDED
OR DISTRIBUTED TENDONS
REQUIRED PER STANDARD
ANCHORAGE DETAILS
1 1/2"
NOTES:
1. ROUGHEN SLAB EDGE OF FIRST POUR TO 1/4" AMPLITUDE AND PROVIDE EPOXY COATED BONDING AGENT PRIOR
TO POUR.
2. TOP AND BOTTOM LONGITUDINAL BARS AND PT CABLES TO BE CHAIRED DURING PLACEMENT OF ADJACENT
SLABS.
3. CONSTRUCTION JOINT MUST BE PLACED SUCH THAT ALL TENDONS ARE AT MID-DEPTH (EXACT LOCATION SHALL
BE DETERMINED BY PT DESIGNER AND APPROVED BY EOR).
4. ALL STEEL WITHIN 4'-0" OF ELEVATED CONSTRUCTION JOINT INCLUDING BUT NOT LIMITED TO TOP AND BOTTOM
STEEL, MAT REINFORCING, DROPHEAD REINFORCING, TOP STEEL AT COLUMNS, CORNER/RE -ENTRANT STEEL,
AND HOLDOWN REINFORCING MUST BE LENGTHENED AS REQUIRED TO PROVIDE DEVELOPMENT LENGTH
EMBEDMENT INTO ADJACENT POUR AREA. FOR ALL EXISTING BARS PASSING THRU ELEVATED SLAB
CONSTRUCTION JOINT, BARS SHOULD BE LENGTHENED AN ADDITIONAL 4'-0" MINIMUM PAST JOINT.
5. RE: STANDARDS FOR HAIRPIN AND ANCHORAGE REQUIREMENTS.
6. KEEP ENTIRE SLAB FULLY SHORED UNTIL ALL POURS HAVE BEEN PLACED AND ALL CONCRETE HAS ACHIEVED 28-
DAY COMPRESSIVE STRENGTH. RESHORING REQUIRED, RE: SPECS.
7. ALL TENDONS MUST BE FULLY ROLLED UP AND BE KEPT FULLY SUPPORTED AT SAME ELEVATION AS BOTTOM
OF SLAB, TYP.. SHORING PLATFORM MUST EXTEND A MINIMUM OF 10'-0" PAST THE JOINT.
8. PLACE AND SEAL CORROSION PROTECTED SLEEVE OVER EXPOSED AND AFTER STRESSING.
0' -1 1/2"EQEQ 24" MIN.
TYP.24" MIN.TYP.1'- 6" MAX.1'-6" MAX.
OPEN
1 #5 3'-0" T & B TYP.
2 ~ #5 T & B
EA. SIDE
TYP.
1 1/2" CLR. 1 ' - 11 1/2"6 3/8"4' - 2 1/8" 5 1/2"
9 TRIM BARS FOR INTERIOR OPENINGS IN SLAB
NOT TO SCALE
10 TRIM BARS FOR OPENINGS AT SLAB EDGE
NOT TO SCALE 24" MIN.TYP.24" MIN.
TYP.
24" MIN.
TYP.
36"
1 1/2" CLR. 1'-0" MIN.1'- 6" MAX.1'-6" MAX.
SLAB EDGE
1 #5 3'-0" T & B TYP.
OPEN
2 ~ #4 TYP.
2 ~ #5 T & B
EA. SIDE
TYP.
10 1/2"
6 1/4" 3' - 4 1/2"6 7/8"5 1/4"3 7/8"3/4"1 ' - 11 1/2"1'-6" TYP.
1'- 6" TYP.
1" CLR.
TYP.
3" CLR.
TYP.3" CLR.
TYP.
1" CLR.
TYP.
REINF. FOR OPENINGS IN SLAB, 10"-12"
TENDONTENDON
2 ~ #5 TOP & BOTT. TYP.
OPEN OPEN
SINGLE OPENINGS OF SMALLER DIMENSION DO NOT REQUIRE TRIM
BARS. FOR OPENINGS OF LARGER DIMENSION AND MULTIPLE
OPENINGS REFER TO DETS. 9, 10 & 13
2 ~ #5 TOP &
BOTT. TYP.
2 1/4"
3/4"
10 5/8"
10 1/2"
7/8"
3 3/8"
11 TRIM BARS AT SLAB OPENING
NOT TO SCALE
3'- 0" MIN. STRAIGHT
2" MIN.CLR1
12
TENDON
HAIRPIN PER STANDARD HAIRPIN DETAIL
L>1
OPEN
* WHERE TENDON CURVATURE
EXCEEDS 1:12 PROVIDE
HAIRPINS
MAXIMUM
CURVATURE
TYPICAL
12
2' - 7 3/4"1 1/2"12 TENDON PLACEMENT AT OPENING 24" OR SMALLER
NOT TO SCALE 8" MIN.D1 <D1 D2
24" MIN.
D1 <D1 D2 <D3 D3
EFFECTIVE LENGTH
TRIM BARS
INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF THE LARGER
OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING
- IF THE COMBINED OPENING IS LESS THAN 10" NO TRIM BARS ARE REQUIRED
- IF THE COMBINED OPENING IS MORE THAN 12", BUT LESS THAN 24", PROVIDE 1 #5 T
& B WITH 1'-0" EMBEDMENT PAST THE OPENING.
- NO DIAGONAL BARS ARE NECESSARY
- IF COMBINED OPENING IS LARGER THAN 10" REFER FOR TRIM BARS TO DET 9, 10, 11.
13 TRIM BARS FOR MULTIPLE OPENINGS
NOT TO SCALE
11"8" 7 1/4"
2' - 2 1/8"2' - 10 1/2"
10 7/8" 4 1/2" 6 3/4"4 1/4"8 1/8"2 1/2"CLEAR MIN.2 1/2" CLEAR
MIN.1.5W OR 1.5DMIN. 18"NOTE: PENETRATION WITH
DIMENSIONS GREATER
THAN 10" REQUIRE TRIM
REBAR PER DET. 11
PENETRATIONS FARTHER THAN 1.5 TIMES
THE DIAMETER (D) OR WIDTH (W) BUT NOT
LESS THAN 18" MIN. FROM ANCHOR, DO
NOT REQUIRE STEEL PIPE INSERTED.
STEEL PIPE INSERTED (SCHED.40)
IS REQ'D WHEN SLAB PENETRATION
IS WITHIN 45 BEARING CONE OF
TENDON ANCHOR
TENDON
SLAB EDGE
OTHER REINF.
NOT SHOWN
FOR CLARITY 2" D = 6" MAX.W 1' - 9 1/2" TYP.45°3 1/8"
14 OPENING AT PT ANCHORAGE
NOT TO SCALE
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.cree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believedThe words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoeverbelieves in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but tosave the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believed in the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come intothe light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El queCAD / ENG
PROJECT NAME & LOCATION
PROJECT NUMBER
DRAWING SCALE
SHEET TITLE
SHEET NUMBER
ISSUE DATE
ISSUE TITLE
KR / RM12.04.2020
PERMIT SET
KR / RM2021.01.15
BID DOCUMENTS
3/4" = 1'-0"
STANDARD
ELEVATED
POST-TENSIONED
CONCRETE
DETAILS
S0 -4A
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
NOT TO SCALE1TWO WAY P.T. SLAB PLACING DIAGRAMS
1
04/15/22