HomeMy WebLinkAboutS-101A-FOUNDATION-PLAN---AREA-A-Rev.91 3 5 6 7 8
A
B
C
D
7.7
D.3
MATCHLINE S-101B
14'-11 11/16"3'-11 9/16"26'-7 3/4"45'-8"26'-6 11/16"4'-0 1/2"5'-0 7/16"10'-11"6'-5 3/8"196'-4"
ELEV.
1
S-301
F70A (+98.00')
F110 (+98.00')F110 (+98.00') F110 (+98.00')F110 (+97.00')
F110 (+98.00')F110 (+98.00') F110 (+98.00')F110 (+98.00')F90A (+98.00')
F90A (+98.00')
F70A (+98.00')
F70A (+98.00')
2
S-301TYP.4
S-301
1
S-301
4
S-301
1
S-301
F50.32 (+95.50') F50.32 (+98.00')S.F.5
S-301
6
S-301
1
S-301
1
S-301
7
S-301
F40.26 (+98.00')F50.32 (+98.00')S.F.
C2
F50A (+98.00')
ELEV.
12" PRECAST
WALL (TYP.)
16" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 4" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
16" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 4" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
18" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 4" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
16" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 4" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
8" CONCRETE SLAB ON GRADE
w/ 4x4-W4.0xW4.0 WWF
OVER 4" CRUSHED STONE
FIN. FLR. EL. +100'-0"
8" CONCRETE SLAB ON GRADE
w/ 4x4-W4.0xW4.0 WWF
OVER 4" CRUSHED STONE
FIN. FLR. EL. +100'-0"
8" CONCRETE SLAB ON GRADE
w/ 4x4-W4.0xW4.0 WWF
OVER 4" CRUSHED STONE
FIN. FLR. EL. +100'-0"
NOTE:
NO CONTROL JOINTS IN
16" OR 18" SLAB 21'-7 3/4"12'-4 1/4"21'-7 3/4"12'-4 1/4"PRECAST
STRUCTURE
(BY OTHERS)
2'-9" 2'-9"34'-0"34'-0"10" PRECAST WALL
ALONG GRID 'D'5'-10"F90A (+95.50')F110 (+95.00')
34'-0"
ISOLATION JOINT AROUND
PRECAST COLUMN - TYP
( +95.00' )
C.7
C.6
A.3
A.4
2 2.4 4.1 6.6 7.4 7.6 7.8
C.8
8'-0"
5 1/2"
5'-4 1/4" 7'-10 5/8" 4'-7 1/8" 9'-0 1/4" 3'-7 1/4" 9'-5"12'-6 7/8" 13'-9 1/8" 3'-9" 9'-5 1/16"12'-7" 13'-9" 3'-9" 9'-5"12'-7" 13'-9" 3'-9" 9'-3 1/4" 7'-11 1/4" 4'-5 7/8" 7'-1 1/2"
4"
9'-9 1/8"
C1
C2
PT1
2.6
PT1
2.8 3.3 4.8 5.2 5.8 6.2 6.8 7.2 2.1
C1
PT1PT1PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1
PT1
PT1 PT1 PT1
NOTE:
NO CONTROL JOINTS IN
16" SLAB
F40 (+98.00')
F40 (+98.00')
F40 (+98.00')
C1
F40 (+98.00')
C1
F40 (+98.00')
C1
F40 (+98.00')
C1
F40 (+98.00')
PT1
C1
F40 (+98.00')
C1
F40 (+98.00')
CONTROL/CONSTRUCTION
JOINT (TYP.)
CONTROL/CONSTRUCTION
JOINT (TYP.)
8
S-301
TYP.
8
S-301
T Y P.
PT1
9
S-301
T YP.
C1
F40 (+98.00')
1.9
P28
CONTROL/CONSTRUCTION
JOINT (TYP.)
F90A (+95.00')
F50.32 (+95.00')
NOTE:
CONSTRUCTION JOINTS
CANNOT BE BELOW
POST LOCATIONS. PLACE
HALF-WAY BETWEEN
POSTS (TYP.)
C1
F40 (+98.00')
PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1
PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1
5.6
PT1 PT1
PT1PT1
NOTES
1) SEE PLAN FOR FINISHED FLOOR ELEVATION RELATIVE TO DATUM ELEVATION 100.00'
(ACTUAL ELEVATION 862.40'). SEE ARCHITECTURAL DOCUMENTS FOR ALL SLOPES AND
VARIANCES FROM 0.00'.
2) +/- ___' INDICATES TOP OF SLAB ELEVATION RELATIVE TO DATUM ELEVATION
0.00'.
3) ( ) INDICATES TOP OF FOOTING ELEVATION RELATIVE TO DATUM ELEVATION 0.00'.
4) TOP OF PIER ELEVATION [-0.67'] RELATIVE TO DATUM ELEVATION 0.00', UNLESS
NOTED THUS [ ].
5) SEE S-201 FOR COLUMN, PIER, FOOTING AND GRADE BEAM SCHEDULES AND PILE
CAP INFORMATION.
6) FOUNDATIONS, COLUMNS AND PIERS ARE CENTERED ON THE GRID LINE, UNLESS
NOTED OTHERWISE.
7) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED.
8) ALL STRUCTURAL STEEL, INCLUDING BASE PLATES, BASE PLATE EXTENSIONS,
GUSSET PLATES AND TOPS OF ANCHOR RODS, EXPOSED TO SOIL, ARE TO BE COATED
WITH APPROVED COAL TAR EPOXY, 16 MILS MINIMUM THICKNESS, AND ENCASED IN
CONCRETE WITH MINIMUM 3" COVER.
9) FOUNDATION DESIGN BASED ON GRAVITY REACTIONS (DATED 9/15/2021) AND
LATERAL REACTIONS (DATED 9/27/2021) PROVIDED BY PRECAST MANUFACTURER
(KERKSTRA).
10) ATTACHMENT OF EQUIPMENT, INCLUDING SIMULATORS, TO THE FLOOR SLAB, BY
OTHERS.
3500#4000#
ELEV
EL01
M12F.A
T1 T2
034100.A00
STANDPIPE HOSE
CONNECTION
ACCESS
7
D
(MAT FND.)
22'-10 1/2"
1'-0"
(CONC WALL BELOW)
20'-10 1/2"1'-0"
11 5/8"
(CMU WALL)
18'-10 1/2"11 5/8"
VERIFY w/ ELEV. MFR. VERIFY w/ ELEV. MFR.HSS10x4x1/4HSS14x4x5/8
RAIL SUPPORT (MAT FND.)12'-4 1/4"1'-0"(CONC. WALL BELOW)9'-5 1/4"1'-11"11 5/8"(CMU WALL)7'-5 1/4"7 5/8"4 3/8"VERIFY w/
ELEV. MFR.
12" CONC. PIT WALLS
(TYP. @ ELEV.)
( +95.00' )
12" CMU WALLS
(3 SIDES) w/
#5 @ 48" o/c
GROUTED SOLID
8" CMU WALL
w/ #5 @ 48" o/c
GROUTED SOLID
10
S-301
99'-4"TOP OF CONC. WALL
EL. 100'-0" (3 SIDES)
SEE 10/S-301
12" CMU WALLS
(SHOWN SHADED)
8" CMU WALLS
(SHOWN SHADED)
CONC. PIT WALLS
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
I
ED
EG
N
TSE
Y MOC
DE
c
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
Mechanical / Plumbing Design/Builder
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
DEEM LLC
6831 E 32nd Street
Indianapolis, Indiana 46226
KEY PLAN
B
A
HOTEL
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.
TRAINING
CENTER
1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00
BULLETIN #1
1/13/22
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
F.A. Wilhelm Construction
3914 Prospect Street
Indianapolis, Indiana 46203
317-359-5411
Construction Manager
1/13/2022 12:18:01 PMS-101A
FOUNDATION PLAN -
AREA A
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN - AREA AFOUNDATION 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 5000 PSF
UNDER FOUNDATIONS.
2) RAMMED AGGREGATE PIERS TO SUPPORT SLAB ON GRADE
BETWEEN GRIDS A AND D.
SCALE: 1/4" = 1'-0"
ENLARGED ELEVATOR FND. PLAN
SCALE:
ELEVATOR (3D VIEW)
NOTE: 3D VIEW IS SHOWN FOR PROJECT
CONCEPT ONLY. (N.T.S.)
10" CONC WALL
1 PERMIT SET 11/30/21
2 FOUNDATION REVISIONS 12/8/21
3 CD PERMIT 12/17/21
4 BULLETIN #1 1/13/22
1/13/22
4
4
4
4
02/23/22