HomeMy WebLinkAboutS-101A - FIRST LEVEL FRAMING PLAN - AREA ARAMPUPRAMP
UP
RAMP
UP
B
B
7 7
6 6
5 5
4 4
2 2
C
C
D
D
E
E
B.4
B.4
1
S-500
3 3
3.3 3.3
B.5
B.5
D.5
D.5
C.5
C.5
A.9
A.9
A
A
1.9 1.9
1 1
A.3
A.3
1.6 1.6
F
F
E.7
E.7
1.4 1.4
E.1
E.1
4" CONCRETE SLAB ON GRADE
w/ 6x6-W1.4xW1.4 WWF OVER 4" CRUSHED STONE OVER
VAPOR RETARDER
6" CONCRETE SLAB ON GRADE
w/ 6x6-W2.9xW2.9 WWF OVER 4" CRUSHED STONE
4" CONCRETE SLAB ON GRADE
w/ 6x6-W1.4xW1.4 WWF OVER 4" CRUSHED STONE OVER
VAPOR RETARDER
4" CONCRETE SLAB ON GRADE
w/ 6x6-W1.4xW1.4 WWF OVER 4" CRUSHED STONE OVER
VAPOR RETARDER
5
S-302
3
S-302
6'-7 1/2"24'-4 1/4" 3'-0"
3"
9'-10 3/4"11'-10 1/4" 7'-7" 24'-8" 30'-9" 30'-9" 27'-1 1/2" 26'-10 1/2"
3"
3'-0"20'-0 7/8" 10'-9 7/8"14'-4 3/8"23'-7"4'-11 1/4"9'-5 1/8"2'-1 1/2"14'-10"3'-0"19'-8 3/8"4'-0 5/8"13'-3"23'-8"23'-8"23'-7"(T.O. SLAB+1'-3")
(T.O. SLAB+1'-3")(T.O. SLAB+1'-3")
T.O. SLAB+0'-0"
T.O. SLAB+0'-0"
T.O. SLAB+0'-0"
(T.O. SLAB+0'-0")
(T.O. SLAB+1'-3")
6" CONCRETE SLAB
w/ 6x6-W2.9xW2.9 WWF OVER GEOFOAM
OVER 12" CONC SLAB
1
S-302
12" (5000 PSI) CONC. SLAB
w/ #5 @ 12" E.W.B. AND #7 @ 12" E.W.T.
ELEV.
STAIR SW1SW1MATCHLINE S-101B
C4
C1
C5
C1
C5
6
S-302
7
S-302
1
S-303
2
S-303
B.3
B.3
ELEV.
F20.12
F20.12
98.00'
(2) #7 T
(1) #5 B
(15) #5 B
(2) #7 T
(1) #5 B
(2) #5 B
(4) #7 T
(3) #7 T
(2) #5 B
(14) #5 B
(14) #5 B
(5) #7 T (1) #7 T
(4) #5 B(1) #5 B
(2) #5 B
(4) #7 T (1) #7 T
(4) #5 B
(1) #5 B
(3) #5 B
(3) #5 B
(1) #5 B(1) #7 T(5) #7 T
(1) #5 B
(1) #5 B
(3) #5 B
(3) #7 T
(2) #5 B (1) #5 B
(T.O. SLAB+2'-11 1/2")
(T.O. SLAB+2'-11 1/2")
(T.O. SLAB-0'-10")
T.O. SLAB+0'-0"
(T.O. SLAB-0'-10")
T.O. SLAB+0'-0"
(SLAB OVER GEOFOAM)
(SLAB OVER GEOFOAM)
(SLAB OVER GEOFOAM)
(SLAB OVER GEOFOAM)
(SLAB OVER GEOFOAM)
(SLAB OVER GEOFOAM)
F250 +98.00'
T.O. SLAB+0'-0"
T.O. SLAB+0'-0"
T.O. SLAB+0'-0"
T.O. SLAB+0'-0"
T.O. SLAB+0'-0"
CB3
CONSTRUCTION OPNG
10'-0" 2'-0"
4" CONCRETE SLAB ON GRADE
w/ 6x6-W1.4xW1.4 WWF
OVER 4" CRUSHED STONE
OVER VAPOR RETARDER HSS10x4x1/4(-8")(2) SUMP PITS
2'-0"x2'-0"x2'-0"6
S-303
(T.O. SLAB-5'-0")
6'-0"6'-4"
T.O. SLAB+0'-0"
S.F.
S.F.
98.00'
2.13'-0"3"19'-5 3/8"5
S-303
1.3 1.3
hq8
hq8
6'-6 1/2"
PED. BRIDGE COLUMNS
SEE HQ DRAWINGS FOR
INFORMATION
F70 98'-0"
HQ COLUMN
F70 98'-0"
HQ COLUMN
8'-0" 8'-0"8'-0"8'-0"C5
F190 +98.00' 10'-10 1/2"10'-10 1/2"12'-6"12'-6"
F250 +98.00'10'-10 1/2"10'-10 1/2"12'-6" 12'-6"
C5
9'-0"9'-0" 9'-0"9'-0"F180210 +98.00'
F180210 +98.00'
9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0"B.1
B.1 D.9
F180210 +98.00'
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) COORDINATE ALL EDGE OF SLAB DIMENSIONS AT SHAFT OPENINGS, BUILDING
PERIMETERM ETC. WITH THE ARCHITECTURAL DRAWINGS.
12) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. DIMENSIONS ON THIS DRAWING
ARE FOR CONVENIENCE ONLY AND MUST BE CHECKED WITH ARCHITECTURAL FOR
ACCURACY. DIMENSIONS ON ARCHITECTURAL DRAWINGS GOVERN.
13) PROVIDE ADDITIONAL BARS AT ALL OPENINGHS PER TYPICAL DETAIL ON S-400.
14) INDICATES ADDITIONAL BOTTOM REINFORCING.
15) INDICATES ADDITIONAL TOP REINFORCING/
(-) #_B
(-) #_T
'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 3:35:33 PMS-101A
FIRST LEVEL
FRAMING PLAN -
AREA A
21040.000
REPUBLIC
CAMPUS -
PARKING
GARAGE
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
FIRST LEVEL FOUNDATION PLAN - AREA A
1 FOUNDATION PERMIT 07/08/22
07/08/22
08/09/22