HomeMy WebLinkAboutS-501 - TYPICAL POST-TENSION DETAILS - 01ALTERNATE TOP AND BOTTOM
WI�THOF6AN�E� #4AT12"O.C.PERIMREINF. WI�THOF6AN�E�
TENDON DISTRIBl1Tl0 NOTE 2 TENDON DISTRIBl1TION
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90-0EGREEHOOKATTOPBARSTVP �`, ' SLABEDGE
(HOOK LEG TO EXTEND FULL DEPTH �� COLUMN BELOW,
OF SLAB MINUS COVER DIM. '
SEE PLAN -
NOTES:
1. COLUMNSUPPORTSSHOWN. DETAILALSOAPPLIESWHERE
SLAB EDGE OCCURS AT WALL SUPPORT.
2 CONTRACTOR MAY OPT TO EXTEND ALL BARS TO MAX LENGTH
TYP. SHRINKAGE REINF. BETWEEN
; ,fi , BANDED TENDONS
'.,. swi i iiz. = r-o.
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
�i
`��¢m�' lamn�Ml1 �
onrE: 09/19/19
��'6" 2��2" � ADDITIONAL(2)BACKUPBARS
T&B AT BANDED TENDON AT 6" O.C.
PTTENDON � T�Q�M� EXTENDBARSS"BEVONDANCHOR
EACH END.
Q Q
NA ; � � ��CI Q'-W
wN
SUPPORT BARS 3/4" CLR. MIN. TVP.
42"O.C.MAX (1)ADDLHAIRPIN P�ACEP-TANCHOR
EACH SIDE OF VERT. UNO.
BANDEDTENDONS BANDEDGROUP
PER PLAN 6, 6, �#3 HAIRPINS, EACH �
� SIDE OF ANCHOR -
DISTRIBUTED � ' N
TENDONS
� � ` � ... _ � _ _- .. . ;�-. '
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.. � `_ _ $.[.I ' m¢� r
6MIN.� -.,,_-- .. ��.
� BACKUP BARS .
(2)#56 �,:. 6. �..��
r �
SLAB EDGE
,2', ANCHORAGE AT BANDED TENDONS
. S�W1 :' 1• = 1• �•
(2) #4 BACKUP BARS, TYP.
EXTEND 24" BEVOND ANCHORS
THROUGH
TENDON
SUPPORT
BARS '
........ ........__
PLAN � DEADENDANCHORAGES
STAGGEREDANDPLACED
HORIZONTAL IN SLAB
=2" HORR-
� I ��. .. .. . .. NA
`
SECTION � cnniRs@a�-o°
OL. MAX.
,3 , ANCHORAGE OF ADDED TENDON
'.... S�W1 i 3/4• = 1• �•
� � TYP
� � .... ''�1 // : PT TENDON
2
'- HAIRPIN PER
SECTION,TYP.
2" GAP BETWEEN
TENDONS
PTTENDONS
�T SLAB
SEEPLAN
I ` ADDL.k3HAIRPIN5AT12"O.G �8"
FOREVERY(4)TENDONS. _
NOTE: WHERE TEN�ON TURN IS GREATER THAN 1:6
1. KEEPTENDONSMIN.2"APARTATTURN
2 PLACE HAIRPIN PER 4/5-501
,4 , TENDON PLACEMENT FOR TURNS
�..... S�W1 :�' 3/4. _ �. Q.
8"TVP. LIMITOFTENDONBAND 8"TVP.
3" 4"
TYP. TYP. �
?
, �=�
� PTANCHOR I I
�� PTTENDONSEEPLAN � PTSLAB
�� REBAR TOP AND BOTTOM I HAIRPIN
LENGTH AS REQUIRED
EDGE OF SLAB VIEW
TYP. REINF. OF TENDON BAND AT SLAB
,5 EDGE OR INTERMEDIATE STRESSING
SW1 /' 11/2•'=1•0•'
REBAR TO BE PLACED WITHIN DIMENSIONS 5-0WN
J BANDED
a TENDONS
1.5T COLWIDTH 15T �
w _ _
w
N
I
V2" MAX. PENETRATION
� OF COL INTO SLAB
PLACE DISTRIBUTED TENDONS
WHICH FALL WITHIN THE LENGTHS
OF TOP REBARS BELOW THE
UPPERMOST LAVER OF REBAR
PLACE REMAINDER OF DISTRIBUTED
TENDONS AS SHOW N ON PLANS
` 2#]SUPPORTBARS
TYP.@ COL SUPPORTS
� U.NOONPLAN(2)#SSAME
LENGTH AS CORRESPONDING
TOP BARS EACH WAV BOTTOM
REFER TO COL. SCHEDULE
e TYP. COLUMN-SLAB SECTION
... s�soi ; r. _ �._o..
MILD REINF.
STAGGER,EACH
WAV. TVP.
�J
1"�
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rc �
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E r
MILD REINF. TO BE DIST.
W ITHIN THIS AREA
tsT W tsT
- DISTRIBUTED
TENDON
PER PLAN
� COLUMNBELOW
PER PLAN
- BANDEDTENDONS
' PERPLAN.GROUP
5 TENDONS MAX.
WGCOLUMNWIDTH III I IIIII I � III PERPLANRREINF.
T = SLAB TH ICKNESS
TOP LOWER REINF.
NOTE: PERPLAN
1. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS
9 REINFORCING AT INTERIOR COLUMN
�... 5�501 i 3/8•• = 1• 0••
DIST.TENDONS -
PERPLAN MILDREINF.TOBEDIST.
BANDED WITHIN TH=S AREA. c�9
TENDONSPER 1-5T W �
PLAN, GROUP (5) N
TENDONSMAX �
�
� �
� ; '
' ��' � TOP LOWER REINF.
y PER PLAN
� w I a
m a ` � TOP UPPERR REINF.
� i� Q PER PLAN
F
z z
a r ' "
0 3
� ..... _, a �..
� F
� � COLUMNNBELOW,
�_-
..... ... .. . �
SEE PLAN
1 1
�- SLAB EDGE
LEGEND: �� MM(2)TENDONSATSLAB
W= CO W MN W IDTH EDGE, PARALLEL TO DIST
T=SLABTHICKNE55 6" +� TENDONSONLV
NOTES:
1. MINIMUMOF�2)TENDONSSHALLBEPLACEDDIRECTLYABOVE
COWMN IN BOTH DIRECTIONS, UAN.
2. ADDITIONAL POST-TENSIONED ANCHORACE REMFORCEMENT
PER OTHER DETAILS
,o REINFORCING AT EXT. COLUMNS
�..... 5.5�, ; ,�2.. _ ,._Q..
1' 6" 2 V2"
� (2) #4 M IN_
PT TENDON Tl4" MAX -' , BACKUP BARS
� �e� O J
NA W
a
./ �' w
N
#3 HAIRPINS EACH SIDE 3l4" CLR. MIN. TVP.
OF ANCHOR AT GROUPS PLACE P-T ANCHOR
OF (4) OR MORE DIST TENDONS - VERT. UNO.
�
- (2)#4 MIN.
- _�- - _ BACKUPBARS
BANDEDTENDONS -
PER PLAN � � �
SLAB EDGE
L] x
Q X
� Q
m �
C]
� DIST. TENDONS
PER PLAN
6"
„ ANCHORAGE AT DISTRIBUTED TENDONS
S 501 i 1" = 1'-0"
L
FACE SUPPORT I�
O
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r
o I
� w�
Li (EN�SPAN)
Ep
I.P.
TENDON GG. �'
TENDON STRAIGHT
OVERSUPPORT
, POST-TENSIONED SLAB DETAIL
'.. SW1 ' 3/4•• = 1• �••
( i ) #5 TOP AND BOTTOM
36^
36" �
al
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Ep
¢
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1
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I � I
�`\`! (� it5 AT i6" O.C. BOTTOM
\ � (5)#SX120"AT12"O.GTOP
5 TRIM BARS AT SUPPORTED SLAB EDGES
'.. SW1 ' 3/4•• = 1• �••
� ; TOP UPPER REINF.
TOP LOWER I � PER PLAN
REINF. - gqNDED TENDONS
PER PLAN � � PER PLAN_ (5) STRANDS
z MAX.
wd 2"CLR. I � DISTRIBUTED
p� MIN._�..� I TENDONS
Uw
_ _ _ _ _ � TISLAB
� _ _ _ _ _ _ _ _ _ PER PLAN
F 1_
. . . . . . . . . .
¢ � o I ......... SUPPORT BAR.
w ryw DESIGNBYOTHERS
CHAIR SUPPORT rwi� � O � '' BOT. REME PER PLAN
DESIGN BV � I PROVIDE STD. HOOK AT
OTHERS � SLABEDGES.
O � COLUMN, PER PLAN
NOTES:
1. ALTERNATE TENDON AND REINFORCING GROUPS.
2 QUANTITYAND LENGTH OF REMFORCING PER PLAN.
3. REINFORCING STAGGER PER DETAIL 9l&501
4. MINIMUM OF (2)TENDONS SHALL BE PLACED DIRECTLYOVER COLUMNS IN BOTH
DIRECTIONS, U.O.N.
SECTION THROUGH BANDED TENDON
fi AT COLUMN
'.. SW1 ' 1/2•• = 1• �••
� � TOP UPPER REINF.
PER PLAN
I � BANDEDTENDONS
TOPLOWER I ' PERPLAN. (5)STRANDS
REMR M�
PER PLAN 2" CLR. I '
MIN.
, DISTRIBUTED
TENDONS
� TISLAB
1 - - - -- - -- - - PERPLAN
FrI
L
CANTILEVER SPAN
L2 (TVP. AT MTERIOR SPANS) �
Ep i Ep II
- TENDONCENTER
OF GRAVITV ABOVE
- CONTROL POMTS B�SLAB OR B/DROP
���� SEEPLAN � BANDPERPLAN
0
w
�
I a
wl 1
TENDON PROFILE I TENDON PROFILE
(REVERSE PARABOLA � (CANTILEVER DOWN)
INFLECTION POINTS I
SLAB EDGE �
a
w
U
II .- 2 il2" CLR.
I � a
ti
i L v
`,���" o�� I
h
�
a
� � STEEL PIPE INSERTED
TENDON -�� (SCHED.40) IS REp'D
W H EN SLAB
� PENETRATION
� IS W ITH IN 45 BEARWG
, W CONEOFTENDON
� � ANCHOR
� PENETRATIONSFARTHERTHAN2TIMESTHEDIAMETER(D)
OF W IDTH (W ) BUT NOT LESS THAN 36" M IN. FROM ANCHOR,
DO NOT REpUIRE STEEL PIPE INSERTED
2 OPENINGS AT PT ANCHORAGE
'.... S�W1 ; 3/4.._ �. Q..
#5 T&B TVP,
(4) SLEEVES ALL SIDES
MAXPER GROUP SLEEVE,TYP
D. TVP ��'
� � � � \/
: �. . .�' ✓l,
1112"CLR e F
f- SLEEVE,TVP TYP. � Q�z'
.. Y:� f�� , �. �
DOR4"i
MIN.,TYP. �g^MIN.
B WN.GROU S 24"TVP. 48"MAX.
NOTE: NOTE:
PROVIDETRIMREWFORCEMENTPER PROVIDETRIMREWFORCEMENTASSHOWN
DETAIL4/5-501vVHEREMINIMUM AROUNDGROUPSOF�S)ORMORESLEEVES.
SPACINGISNOTMET. PROVIDETRIM REINFORCEMENTPERDETAIL
4/5-501VJHERE MINIMUM SPACING IS NOT MET.
PLAN-NOADDEDREINFORCEMENT p�p,N-ADDITIONALREINFORCEMENT
NOTES:
1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE.
2 SLEEVESSHALLNOTBELOCATEDWITHIN48"OFCOWMNSWITHOUTENGMEERS
APPROVAL.
3. SLEEVESSHALLNOTINTERRUPTTYPICALREWFORCEMENTINDICATEDONPLANS.
4. PROVIDE2"MINIMUMCLEARANCEBETWEENALLPOST-TENSIONINGTENDONS.
3 PLANS - SLEEVES THRU SLAB
'.... S�W1 ,' 3/4.. _ �. Q..
TEN�ONS SHALL eE
#5 T&B X48" LG
TYP. AT EACH CORNER STRAIGHT IN THIS AREA
u
>
r
� 1'-0" MIN, TYP.
\` ' 4
6MIN iv
� _ S
S ..-_ _- _ 1 _--_t-..
PROVIDE REINF ON 3" CLR.
ALL SIDES. T&B E� Typ,
TOONEHALFTHEAREA � > � � PTTENDON
OF SLAB REINF. CUT r OPENMG � U
BYOPENING �
((2)#ST86ALLSIDES,MIN.)-----_� � a �
S PERCNR
�
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZPlnvestments,LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
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
SFAL � DATE Ofi/21/19
SHEETISSUE
1 Issued for C
, a x� � , , , r�, RAT I O
-
a Q a � '� SUPPORT BAR, � mvmo r mcer s u r¢a w� oe o�n o cuw o so E co ro�nce
w
� DESIGN BY OT11ER5 -'-- nrvos�n us o u m o w � o c crs. u rvoo*xm
� � w � -� uscns a a m c. a. au a cau aFw+*a
CHAIRSUPPORT � _ � �'-BOT.REMEPERPLAN / riu:xre Fwv�ncxrrry wser�xe�ev
DESIGN w � I PROVIDESTD_HOOKAT /� HAIRPINPER i415501 saecFe� a�seavea
BVOTHERS, o SLABEDGES. //// PROJECTNO 18087001
�' I / � WHERETENDONCURVATURE SHEETTITLE
COLUMN, PER PLAN EXCEEDS 1:6 SEE 14/5-501
NOTEs: No,Es: TYP I CAL
1. ALTERNATETENDONANDREWFORCWGGROUPS. 1. ALLOPENINGSWITHADIMENSIONOFI2"ORGREATHERSHALLBETRIMMEDWITH POST-TENSION
2 QUANTITYAND LENGTH OF REMFORCING PER PLAN. REINFORCMG.
3. REINFORCINGSTAGGERPERDETAIL9/&501 2. REMFORCINGISINADDITIONTOANYREMFORCINGINDICATEDONTHEPLANS. DETAILS - O�
4. MINIMUMOF(2)TENDONSSHALLBEPLACEDDIRECTLYOVERCOLUMNSIN 3. WHEREANADJACENTOPENINGISCLOSERTHANTHESMALLEROPENINGDIMENSION,
BOTH DIRECTIONS, U.O.N. EXTEND TRIM REINFORCING TO 24" M IN. PAST ADJACENT OPENINGS.
4. HOOKREINFORCINGATSLABEDGEASRE�UIRED.
SECTION THROUGH DISTRIBUTED TENDON AT SHEETN�MBER
,, COLUMN 4 TYP. TENDONS LAYOUT AT SLAB OPENINGS S-501
SW1 ' 1/2•• = 1• 0•• S�W1 i 3/4••= 1• �••