HomeMy WebLinkAboutS-101A-FOUNDATION PLAN -AREA A1 2 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'-11 9/16" 9'-11 7/8" 6'-5 3/8"196'-6"
ELEV.
1
S-301
F70A (+98.00')
F110 (+98.00')F110 (+98.00') F110 (+98.00') F110 (+98.00')
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.
C3
F50A (+98.00')
ELEV.HSS10x4x1/412" PRECAST
WALL (TYP.)
16" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
16" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
18" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
16" CONCRETE SLAB ON GRADE
w/ #8 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
12" CONCRETE SLAB ON GRADE
w/ #5 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
12" CONCRETE SLAB ON GRADE
w/ #5 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
12" CONCRETE SLAB ON GRADE
w/ #5 @ 12" E.W.T. & B.
OVER 6" CRUSHED STONE
PER GEOTECH. REPORT
FIN. FLR. EL. +100'-0"
NOTE:
CONTROL JOINTS BETWEEN
GRIDS A AND D 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" 3'-7 5/8"10" PRECAST WALL
ALONG GRID 'D'5'-10"F90A (+95.50') F90A (+95.00')
34'-0"
ISOLATION JOINT AROUND
PRECAST COLUMN - TYP
( +95.00' )
VERIFY w/
ELEV. MFR.
12" CONC. PIT WALLS
(TYP. @ ELEV.)
8" CMU SHAFT
WALLS
(TYP. @ ELEV.)
12" CONC. MAT
C.7
C.6
A.3 A.3
A.4 A.4
1.8 2.2 2.3 2.4 3.8 4.13.9 5.4 5.5 5.6 6.4 6.5 6.6 7.4 7.5 7.6 7.8
C.8
8'-0" 1'-9" 6'-7 11/16" 2'-10"
2'-9 15/16" 4'-2 7/8"
12'-7 1/2" 17'-0 3/16"
2'-4 13/16" 3'-3 1/8"
16'-9 7/8" 4'-0" 13'-0 3/16" 2'-10"
2'-9 15/16"
16'-9 7/8" 4'-0" 13'-0 3/16" 2'-10"
2'-9 15/16"
16'-9 7/8" 16'-10 5/8" 2'-10"
2'-9 15/16"
6'-3 5/16"
1'-2 3/4"
9'-0 3/8"
C2
C1 C1
C1 C1
C2 C2
C1 C1
C1 C1
C1 C1
C1 C1
C1 C1
C2 C2
C1
C2
C1
C1C1
C1 C2
C1 C1
C1 C1
C1
C1
C1
C1
C1
C1
C1
C2
C1 C1
C1 C1
C1
5.2 6.2 2.6
C1
NOTES
1) SEE PLAN FOR FINISHED FLOOR ELEVATION RELATIVE TO DATUM ELEVATION 100.00'
(ACTUAL ELEVATION 862.00'). 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.
SS
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PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
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SHEET TITLE
SHEET NUMBER
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
Civil Engineer
Mechanical / Plumbing Design/Builder
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
**-ALL DRAWINGS MARKED AS PART OF AN "EARLY"
SUBMISSION PACKAGE ARE ISSUED PRIOR TO COMPLETION OF
OTHER DESIGN DISCIPLINES INCLUDING BUT NOT LIMITED TO
ARCHITECTURAL OR MECHANICAL DESIGNS; AND AS SUCH,
ARE INCOMPLETE BY NATURE FOR THE COMPREHENSIVE
SCOPE OF THE PROJECT. ALLOWANCES FOR STRUCTURAL
ELEMENTS REQUIRED DUE TO THE COMPLETION AND
CROSS-COORDINATION OF ALL OTHER DISCIPLINES SHOULD
BE MADE.
1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00
SHELL & CORE PERMIT SET
10/15/21
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
10/15/2021 2:23:01 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.
1 DESIGN DEVELOPMENT 10/01/21
2 CONSTRUCTION DOCUMENTS 10/15/21
10/15/21
10/19/22