HomeMy WebLinkAboutS-100B - FOUNDATION PLAN - AREA B12 12
B
B
11 11
9 9
8 8
7 7
6 6
C
C
D
D
E
E
B.4
B.4 1
S-500
1
S-500
10 10
D.5
D.5
C.5
C.5
A.9
A.9
A
A
A.3
A.3
F
F
E.7
E.7
E.1
E.1
9.9 9.923'-7"23'-7"23'-7"23'-7"20'-10 3/4"2'-8 1/4"23'-8"20'-8"6'-7 1/2"24'-4 1/4" 3'-0"
3"
21'-9" 32'-3" 30'-9" 30'-9" 27'-1 1/2" 27'-1 1/2"3'-0"20'-0 7/8" 10'-9 7/8"
2
S-302
4
S-302SW1SW1 SW1SW1NO SLAB IN VAULT AREA
C5
C4 C5 C4
C3
C1
C4
C4
C1
C4
C2
C5
C2
C4 C5 C4
C3
C6
C2
C4
C6
C4
C3
C1
C4
C4 C1 C4
C2
C6
C2
C4 C6 C4
C3
C3
C3
C3
7
S-302
F90 89'-9"
F90 89'-9"F90 89'-9"
F740260 89'-9" F740260 89'-9"13'-5"13'-5"F90 89'-9"F90 89'-9"SW1F90 89'-9" F90 89'-9"
F90 89'-9"
F90 89'-9"F90 89'-9"
F90 89'-9"F90 89'-9"
F90 89'-9"F90 89'-9"
SEE "7"
ON SHEET S-303
S.F.
F36.12 9'-2"9'-2"11'-0" 17'-0"
42'-0"x28'-0"x5'-0" DEEP MAT
w/ #11 @ 9" EWB & EWT
89.75'5'-5 3/8"CONSTRUCTION OPNG.10'-0"5'-5 3/8"1
S-301TYP.OUTLINE OF BOTTOM OF
FOOTING FROM ABOVE
C2
C2
CONT. SHEAR WALL
REINFORCING THRU END
& MIDDLE COLUMNS
CONT. SHEAR WALL
REINFORCING THRU END
& MIDDLE COLUMNS
CONT. SHEAR WALL
REINFORCING THRU END
& MIDDLE COLUMNS
CONT. SHEAR WALL
REINFORCING THRU END
& MIDDLE COLUMNS
F90A 89'-9"
F90A 89'-9"
F90A 89'-9"
F90A 89'-9"
F106 89'-9"
F126 89'-9"
9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0"F180210 89'-9"
F180210 89'-9"
F180210 89'-9"
9'-0" 9'-0"9'-0"F180210 89'-9"8'-6"8'-9"8'-9"8'-6"8'-9" 8'-9"
F176867 89'-9"F176867 89'-9"F90.20 89'-9"B.1
B.1
MATCHLINE S -100A
F90.20 89'-9"F90.20 +89.75'
CW12 CW20CW20
5
S-303 SIM.F90.20 +89.75' F36.12 +89.75'F90.20 +89.75'
NOTES:
1) SEE PLAN FOR FINISHED FLOOR ELEVATION RELATIVE TO DATUM ELEVATION 100.00'
(ACTUAL ELEVATION 862'). SEE ARCHITECTURAL DOCUMENTS FOR ALL SLOPES
AND VARIANCES FROM 100.00'.
2) +/- ___' INDICATES TOP OF SLAB ELEVATION RELATIVE TO DATUM ELEVATION 100.00'.
3) ( ) INDICATES TOP OF FOOTING ELEVATION RELATIVE TO DATUM ELEVATION 100.00'.
4) TOP OF PIER ELEVATION [-0.67'] RELATIVE TO DATUM ELEVATION 100.00',
UNLESS NOTED THUS [ ].
5) SEE S-201 FOR COLUMN, PIER, FOOTING AND GRADE BEAM SCHEDULES.
6) FOUNDATIONS, COLUMNS AND PIERS ARE CENTERED ON THE GRID LINE,
UNLESS NOTED OTHERWISE.
7) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED.
8) FOOTINGS AND PIERS SUPPORTING MORE THAN ONE COLUMN SHALL BE
CENTERED BETWEEN THEM IN BOTH DIRECTIONS, UNLESS NOTED OTHERWISE.
9) INDICATES CONCRETE BEARING WALL, SEE SCHEDULE ON S-201.
10) INDICATES CONCRETE SHEARWALL, SEE SCHEDULE ON S-201.
'SW'
11) SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING AT COLUMNS AND WALLS
WITHIN VAULT.
'CW'
FOUNDATION DESIGN BASED ON GEOTECHNICAL ENGINEERING RECOMMENDATION
OF RAMMED AGGREGATE PIERS (RAP). SIZE, DEPTH AND SPACING OF RAP'S ARE
TO BE DESIGNED BY SPECIALTY CONTRACTORS.
ASSUMPTIONS AT A MINIMUM INCLUDE:
1) A RAMMED AGGREGATE PIER WILL BE LOCATED TO ACHIEVE UNIFORM SOIL
BEARING CAPACITY OF 6000PSF UNDER FOUNDATIONS.
SHEET TITLE
SHEET NUMBER
KITE Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
Civil Engineer
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
450 East 96th Street, Suite 175
Indianapolis, IN 46240
317-580-0402
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
PROJECT NO.
SHEET ISSUE
SEAL | DATE
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
450 EAST 96th STREET, SUITE 175, INDIANAPOLIS, IN 46240
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00
FOUNDATION PERMIT
07/08/2022
F.A. Wilhelm Construction
3914 Prospect Street
Indianapolis, Indiana 46203
317-359-5411
Construction Manager
Mechanical / Electrical/ Plumbing Engineer
CIRCLE DESIGN GROUP
9229 Delegates Row #150
Indianapolis, Indiana 46240
BIM 360://22014-Republic Airways HQ/Republic_Garage-STRC-V21.rvt7/8/2022 3:35:30 PMS-100B
FOUNDATION PLAN -
AREA B
21040.000
REPUBLIC
CAMPUS -
PARKING
GARAGE
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - AREA B
1 FOUNDATION PERMIT 07/08/22
07/08/22
08/09/22