HomeMy WebLinkAboutS-502 - TYPICAL POST-TENSION DETAILS - 02.....__ ........�
P.T. BEAM
�
GROUT STRESSING
POCKETS
DEAD ENDS AND
STRESSING ENDS
VY' LATEX • •
MODIFlED • •
CONCRETE •�.
�
�� � ANCHORPATTERNAS
REQUIRED TO MAINTAIN
PROPER Fe REQUIRED
AND C.G. OF STRAND.
SEE BEAM SCHEDULE
SECTION ELEVATION
NOTES:
1. CLEANPOCKETSURFACES
2. PLACEGROUTIMMEDIATELVAFTERSTRESSWGRECORDSHAVEBEENAPPROVED
3. APPLYLATEXMODIFlEDCONCRETESURFACECOAT
;'9 PT POCKET DETAIL
�.... S�W2 ,' 3.. _ �. Q..
3" MAX.�
�
PLAN ^
i'
E
��
i
�. �
BEROFTENDON
30" MIN.
ADD4#4
SHEAR KEVS 3"x 1/2" TYP. .— SEE NOTES
I
SEGTION
I�� � ����
� STRANDTAILS
� SEE NOTES
NOTES:
1. IF BLOCKOUT IS EXPOSED TO WEATHER WG AND OR MOISTURE USE GROMMETS;
CUT STRESSED STRAND TAILS; PREPARE AND SEAL STRESSING POCKETS AS
STIPULATED IN GENERAL NOTES; CAULK JOINT ALL AROUND.
2. CONTINUEALLIMERUPTEDBARSSHOWNINPLANSTHROUGHTHEBLOCKOUT.
3. FlLLBLOCKOUTWITHNON-SHRINKCONCRETEOFMIN.SAMESTRENGTHASSLAB.
;',o STRESSING BLOCKOUT
�.... S�W2 ,' 1/2.. _ �. Q..
ADDED REBARS AND HAIRPIN
AT BANDED TENDONS ONLY
PER
z�
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h'
i6MIN.STRAIGHT 12"APPROX.
� � :: #4 x 48" @ 24" O.C.
TOP 8 BOTTOM
(J'
w
�I� � NA
" — — — — — J .':�
PT SLAB
2 -#4 BACKUP BARS AT
DISTRIBUTED TENDONS ONLV
PER
L '
SEE NOTE
— SHEAR KEYS PER
NOTE:
SLIDE / PLACE AND SEAL CORROSION PROTECTIVE SLEEVE
OVER EXPOSED STRAND AFTER STRESSING
CONSTRUCTION JOINT WITH INTERMEDIATE
5 , STRESSING
�.... S�W2 i 1 1/2•• = 1• �••
I�� CONSTRUCTION JOINT
FIRSTPOUR � SECONDPOUR
SLAB REINFORCEMENT ���� � ��y� _ ��� � ADD'L REBAR
CONTINUOUS �f � #5 x 3'-0" @ 12' o.c.
AT MID-0EPTH
z
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�
PTTENDONCONT. �
SHEAR KEVS P-0" LONG
@ 4'-0" o.c.
PLAN VIEW
� NOTE:
. � � JOINTS SHALL BE
LOCATED CLOSE TO
N' 1/40FSPAN
1
.......__I __-.
CONSTRUCTION JOINT WITH NO INTERMEDIATE
s , STRESSING
�.... 5.�A2 ,� ,�2.. _ ,._Q..
TROWELEDGE
......... �\
��
1/2"CHAMFER '
21/2. _ ....�.�.,,�.��
MIN.
1/2" CLR..
TYP.
.�- SLABEDGE,TYP.
�
a
��
�
PERIMETER SLAB EDGE - �'- CORNER SLAB EDGE
REINF. PER PLAN, TYP. REINF. TO MATCH
PERIMETER SLAB REWF.
PLAN - EXTERIOR SLAB EDGE CORNER
(2) #5 T&B x 48" DIAG-
PERIMETER SLAB EDGE
REINF. PER PLAN, TVP.
SLAB EDGE,TYP.
�NOTE:
POST-TENSIONING
ANCHORAGE AT SLAB
CORNERSPER�03304A) PLAN-WTERIORSLABEDGECORNER
PLAN - TYP. REINFORCING AT
', SLAB EDGE CORNERS
'..... s�W2 ' 1/2.. _ �._Q..
BANDEDTENDONS
PER PLAN
DIST. TENDONS
PER PLAN
PERIMETERSLABEDGE ��
REINF. PER PLAN, TYP.
NOTES:
1. REWFORCWGATPOST-TENSIONWG
ANCHORS NOT SHO WN FOR CLARITY.
2 IF EDGE DISTANCE CANNOT BE MET,
CONTACT ENGINEER.
. - SLABEDGE,TVP.
- CORNER SLAB EDGE
� REINF. TO MATCH EDGE
REINF.
�_�
� °�
PLAN - TYP. CAL POST-TENSIONING
2, AT EXTERIOR SLAB EDGE CORNERS
�.... S�W2 :' 1/2.._ �. Q..
W HERE TENDONS
TURN
SUPPORTBARS�
TOP & BOTTOM BARS �
HAIRPIN
/ � �
36" STRAIGHT
i .y
SVM.
4 STRAND MAX.
PERBUNDLE
TVP.BETWEEN �
BUNDLESUN.Q �
e Z
MIN.SPACWG �
i "
�
���"��— GROMMETAT
STRESSING END
�������— SLAB EDGE
ONLY
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
3 � 7-633�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850 Priority W ay S. Dr #204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil & Environmental Consultants, Inc.
530 East Ohio Street G
Indianapolis, IN 46204
371-655-7777
SEAL � DATE 06/21/19
SHEETISSUE
1 Issued for C
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
��
`��¢m�' lamn�Ml1 �
onrE: 09/19/19
� ', SLAB EDGE AT OVERHANG
5.�z 3.. _ ,._o..
rc
U
CONT.TOPBAR
SEE ELEVATION
� I
¢
a
w
w
�
O PTTENDONS II STIRRUPS, �.OR. . SEE
Q @ SUPPORT I BEAM ELEVATION FOR
JCONDITIONS - SIZEANDSPACING
w • I •
�
w I .� PTTENDONS@LOWPOWT
m 2#4CONT.
w I
N SUPPORT CHAIR,
SEE DETAIL
1 � I,,� : CONT. BOTTOM BAR
+ JiiLI I�I I�I �. �� SEEELEVATION
� - I
� �
o . 1 VY' CLR. - 3/4" CHAMFER
� �SEE BEAM ELEVATION T�PICAL
NOTES:
L FOR POST-TENSIONWG FORCES SEE BEAM ELEVATIONS
2. KEEPTENDONGROUPSUNIFORMLYSPACEDTHROUGHOUT
THE LENGTH OF BEAM
'8 ', PLACEMENT OF TENDONS IN BEAMS
���. 5��3 / 1 12•• - �• �••
FLARING OF BANDED TENDONS
3 AT SLAB EDGE
�..... 5.�A2 � , ,�2.. _ ,._Q..
N6x13'-0"@ 9" O.C.
TOP, EACH SIDE
POUR STRI P 3' - 0"
� 3/8" V-GROOVE AND
UNOONPLAN SILICONSEALANT
#5x11'-0"AT9" 3 31/4", TVP.ATTOP
O.C. BOTT. EACH SIDE �, �'� � I ��
: SEE NOTES
ADDED T&B BARS - I .
AND HAIRPIN OR L
BACKUP BARS PER SHEAR KEYS
PER
(5) k6 T&B �.
CONT ., � I . .
J
', KEEPSHORED,
SEE NOTES
�
1/2 TVP. C,
NOTES:
1. RETAIN SHORWG UNTIL CLOSURE CONCRETE REACHES SLAB'S DESIGN STRENGTH OR 14 DAVS
2. CLOSURESTRIPTOBEPOUREDWITHNON-SHRWKCONCRETENOTLESSTHANDAYSAFTER
STRESSING
3. ROUGHEN&CLEANJOINTS&WETPRIORTOPLACWGCONCRETE.
4. ELIMINATEACCIDENTALMISALIGNMENTBEIWEENEDGEOFSLABSTHATARETOBEJOINED
W ITH A CLOSURE STRUP. USE M ECHANICAL M ETHODS SUCH AS JACKING IF NECESSARV.
5. RAISE EDGE OF SLAB 1/4" AT CLOSURE TO ALLOW FOR SETTLEMENT.
6. PROVIDE WATERPROOFING MEMBRANE IF REpUIRED FOR WATER-TIGHTNESS.
]. CUT STRESSED STRAND TAILS; GREASE AND PLACE END CAP.
;'4 , POUR STRIP
���. 5��3 :' 1/2.. _ �. �..
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PROJECT NO. 18087.001
SHEET TITLE
TYPICAL
POST-TENSION
DETAILS - 02
SHEETNUMBER
S-502