HomeMy WebLinkAboutS-312 - TYPICAL CONCRETE FRAMING DETAILS�
CANTREVFR
� WHEREOCCURS
TOP BARS
�
� STIRRUPS
PER SCHEDULE
PROVIDE 90°
HOOK
@ END OF 1/2
BOTTOM
REWFORCEMENT
(2 MINIMUM)
� LARGFROF025L1
IIOR CANTILEVER
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2'
BOTTOM BARS
SEE NOTE 4
STIRRUPS PER SCHEDULE
SPAN{1
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LARGEROF LARGER
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� SEE DETAIL
: TOP BARS � (T�PICAL)
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INTERIOR
SUPPORT
NOTES:
1. UNLESSNOTEDORSHOWNOTHERWISEINTHEBEAMSCHEDULE,CUTOFFLONGITUDINALBARSASSHOWN.
2. UNLESS NOTED OTHERWISE, IN THE BEAM SCHEDULE, CUT OFF 50% OFTHE BOTTOM BARS AS SHOWN IN THEABOVE DETAILAND
CONTINUETHEREMAININGBARS(TWO MINIMUM)6"INTOSUPPORT.FORSPANDRELBEAMSQNCLUDINGBEAMSALONGOPENINGS)AT
INTERIORSUPPORTS,CONTINUEMINIMUMTWOBARSAMINIMUMOF6"INTO SUPPORTANDPROVIDETENSIONSPLICE.
3. FORALLSIMPLESPANGRAVITVBEAMSANDENDSPANSOFCONTINUOUSGRAVITVBEAMS,AMINIMUMOF33%OFBOTTOM
REINFORCEMENT SHALL TERMINATE BEVOND THE
CENTERLWEOFTHESUPPORTBYASTANDARDHOOKORMECHANICAL ANCHORAGEATLEASTEQUIVALENTTOASTANDARDHOOK.
4. PROVIDECONTINUOUSkSSTIRRUPSUPPORTBARPERLEGOFTHESTIRRUPWHERENOTOPSTEELOCCURS.
5. PROVIDE STIRRUPS @ 1'-0" O.C. BEYOND SCHEDULED SPACING OR WHERE NO SPACING IS SPECIFIED.
6. ALLGRAVITYBEAMSARENUMBEREDWITHLETTER'B'.
�. TO AVOID CONGESTION AT TOP OF BEAM, SOME OF THE TOP BARS MAV BE PLACED IN THE ADJOIN WG SLAB 3" O.C. IN THE UPPER LAVER
OFTHEBEAM.
e. TO AVOID CONGESTION AT BOTTOM OF BEAM TWO BARS (SMALLER THAN #11) MAV BE BUNDLED W EACH CORNER IF RWUIRED.
9. ATLOCATIONSWHEREALLLONGITUDINALBARSARELAPSPLICED,TOAVOIDREBARCONGESTION,STAGGERTHEALTERNATESPLICE
LOCATIONS BV THE LENGTH OF THE SPLICE.
5. TYPICAL BEAM REINFORCING DETAIL
'... b312 :' 3/4•• = 1• �••
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0.12512 �
FY»�Plli9
i i
� BOTTOM BARS
STIRRUPS PERSCHEDULE
SPAN-L2
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LARGEROF �
033(I20R13) �
TOP BARS I
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0.125 L2 I I
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EXTERIOR
SUPPORT
SEE NOTE 3
PT SLAB
- P-TTENDON
PER PLANS
�TISLAB
SEE PLAN
REINF.PERPLAN �
#5DOWELATI2"O.G � -
WALL REINFORCING
PER OTHER DETAILS
; , SLAB TO WALL JOINT
',., 534 : � 3/4•• = 1• �••
REINFORCING :I
PER PLFNS
PT SLAB
C.I.P. CONCRETE
WALL, SEE PLAN
1 T�SLAB
SEE PLAN
P-T TENDON
PERPLANS —
DOWELS WITH
STD.HOOKTO
MFTCH 80TT REWF �
WALLREINFORCING
PER OTHER DETFILS
REINF. PER PLAN � �
#5DOWELATI2"O.C. �
'2 , SLAB TO WALL JOINT - CONT. WALL
���. 5312 % 3/4•• = 1• �••
DOWEL, MATCH
SIZE AND SPACING
OFVERT.REINE -�
MASONRY WALL ----.
PT SLAB
WALLREWFORQNG
PER OTHER DETAILS
LOCATEDEADENDANCHORHGES
BEHIND FOAM INSULATION, WITHIN SLAB
C.I.P.CONCRETE
WALL, SEE PLAN
GI.P.CONCRETE
WALL, SEE PLAN
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
31 73 24-6 0 24
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 TO WALL JOINT -
3 MASONRY ABOVE
'.. 5312 % 3/4•• = 1• �••
TRIM BARS PER DETAIL 4I5-501
SEE PLAN
X
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� � LIMITOFKNOCKOUT
PANEL,SEEPLAN
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a
w
w
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ry � #5 AT 16" O.Q E W(BOTTJ
DO NOTINSTALLPTTENDONSANDANCHORAGES
WITHW LIMITS OF KNOCK OUT PANEL
4 KNOCK OUT PANEL REINF.
�,z ,,,2.._,._o..
- P-TTENDON
PER PLANS
�T/SLAB
SEE PLAN
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PROJECT NO. 18087.001
SHEET TITLE
TYPICAL CONCRETE
FRAMING DETAILS
SHEETNUMBER
S-312