HomeMy WebLinkAboutS-401G - GARAGE - COLUMN SCHEDULE AND DETAILSSEE SCHED�LE
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FOR VERT. REINF. AND TIES
TYPE A
;'3 ,COLUMNTYPES
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VERT. TRANSVERSE REINF.
SIZE AND SPAC W G TO
MATCH COW MN JOWT TIES
(9EE W W MN 90HEDl1LE)
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FOR VERT. REINF. AND TIES
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TYPE B
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FOR VERT. REINF. AND TIES
TYPE C
VERT.TRANSVERSE REINF.
SIZE AND SPACWG TO
MATCH COW MN JOWT TIES
(9EE W W M N 90H EDII LE)
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— SEE BEAM SCHEDULE FOR
I LONG. REINF. AND STIRRl1P5 JOINT SECTION
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SEE COLUM N SCH EDU LE —'� �� NOTE: TH IS DETAIL IS APPLICABLE AT LOCATIONS W HERE
FOR VERT. RE W F. AND TIES TH E TOP OF THE COLUMN IS DISCONTINUOUS AND IS NOT
CONFINED ON ALL FOl1R SIDES BY BEAMS FRAMING INTO
THECOLUMN.
JOINT ELEVATION
;'4 , TYP. JOINT REINF. AT DISCONTINUOUS COLUMNS
''�..5401G:: �.._�.Q..
PROVIDE STANDARD 90
DEGREE HOOK, TVPICAL
BEAM,SEE PLAN
�T/SLAB EL.
SEE PLAN
NOTE 2 8 3
NOTE 2
,M, SEE PLAN
�T/SLAB EL.
SEE PLAN
;T'L. REWF.,
ISCHED.
NOTE 2
,M, SEE PLAN
�T/SLAB EL.
SEE PLAN
CONCRETE COWMN SCHEDULE
A.5-1 A.53 &2 A4 A-2 J.5-1 H 63.1 b2]
B-1 B3 G2 K4 K-2 J.5-2]
C-1 C3 D-2 H-2]
D-1 D3 E2 K-2]
LOCATION Ei E3 F2 A-2.6
F-� F-3 G-2 AJ
G-1 G-3 H-2 H3
H-1 J-2 J3
J-�
s¢e za�� . za�� za�� . as�� za�� . za�� za�� . as�� za�� . za�� i e�� . i e�� za�� . aas.
VERT'LREINF (12)k11 (12)k10 (12)k9 (12)k9 (12)k10 (S)k9 (12)k9
TYP. TIES i74 AT 10" i74 AT 6" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10"
JOINTTIES i74AT3" i74AT3" i74AT3" i74AT3" i74AT6" i74AT6" i74AT3"
LEVEL OS TYPE A B A B A C B
SIZE 24" x 24" 24" x as" 24" x 24" 24" x as" 24" x 24" i b" x i b" 24" x a4S•'
VERT'LREINF (12)#11 (12)k10 (12)k9 (12)k9 (12)#10 (S)k9 (12)k9
TYP. TIES i74 AT 10" i74 AT 6" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10"
JOINTTIES i74AT3" i74AT3" i74AT3" i74AT3" i74AT6" i74AT6" i74AT3"
LEVEL 04 TYPE A B A B A C B
s¢e za�� . za�� za�� . as�� za�� . za�� za�� . as�� za�� . za�� i e�� . i e�� za�� . aas.
VERT'LREINF (12)k11 (12)k10 (12)k9 (12)k9 (12)k10 (S)k9 (12)k9
TYP. TIES i74 AT 10" i74 AT 6" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10"
JOINTTIES i74AT3" i74AT3" i74AT3" i74AT3" i74AT6" i74AT6" i74AT3"
LEVEL 03 TYPE A B A B A C B
SIZE 24" x 24" 24" x 36" 24" x 24" 24" x 36" 24" x 24" 18" x 18" 24" x 345•'
VERT'LREINF (12)#11 (12)k10 (12)k9 (12)k9 (12)#10 (S)k9 (12)k9
TYP. TIES i74 AT 10" i74 AT 6" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10"
JOINTTIES i74AT3" i74AT3" i74AT3" i74AT3" i74AT6" i74AT6" i74AT3"
LEVEL 02 TYPE A B A B A C B
SIZE 24" x 24" 24" x 36" 24" x 24" 24" x 36" 24" x 24" 18" x 18" 24" x 345•'
VERT'LREINF (12)k11 (12)k10 (12)k9 (12)k9 (12)k10 (S)k9 (12)k9
TYP. TIES i74 AT 10" i74 AT 6" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10" i74 AT 10"
JOINTTIES i74AT3" i74AT3" i74AT3" i74AT3" i74AT6" i74AT6" i74AT3"
LEVEL 01 TYPE A B A B A C B
,. PARKING GARAGE CONCRETE COLUMN SCHEDULE
'......5401G :' 1/2•• = 1• �••
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� 7-633-4040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317-324-6024
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 06/2�/�9
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SHEETISSUE
1 Issued for Construction
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
iE 2
B ON GRADE
�T/SLAB EL.
SEE PLAN
ST/SLAB EL.
SEE PLAN
COLUMN
FOOTING,SEE
PLAN
� PROVIDE�2)
PLACEMENT
TIES IN
FOOTING
1. CLEARCOVERTOTIESSHALLBEASINDICATEDONCOLUMNSECTIONS.
2 SEE LAP SCHEDl1LE FOR TENSION LAP LENGTHS.
3. NUMBERANDSIZEOFDOWELSSHALLMATCHREQUIREDVERTICALCOLUMNBARS.
4. TRANSITIONVERTICALBARSATA1:125LANTTOKEEPWITHINTHELIMITSOFTHE
UPPER COW MN.
5. COLUMNSEXPOSEDTOVIEWINTHEFINISHEDSTRUCTURESHALLHAVEASMOOTH-
RUBBED FlNISH. SEE ARCHITECTURAL DRAW INGS.
6. JOWTTIESSHALLBEPROVIDEDWITHWTHEBEAM-COWMNJOWTANDFORA
DISTANCE ABOVE AND BELOW THE JOINT FACE EQUAL TO THE MAXIMUM CROSS-
SECTIONAL DIMENSION OF THE COLUMN.
; "z , TYPICAL COLUMN ELEVATION
''... 5�401G i 3/8•• = 1• �••
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W 5 CI99FAIW1ilON OP CpPI IQiION 1.41V FR.4ICFW PHOOi PPIOP W PIIIFY fqN9Rli OF W1i10
WEqFlGLLYRE5ER4EC.
PROJECT NO. 18087.001
SHEET TITLE
GARAGE-COLUMN
SCHEDULEAND
DETAILS
SHEETNUMBER
S-401 G