HomeMy WebLinkAboutS-100 - FOUNDATION PLAN1
1
2
2 2.9
4
4
5
5
6
6
8
8
AA
B
C
D
E
F
G
B.8B.8
A.2 A.1
1.2
155'-3"
3'-4 5/8" 26'-0" 26'-3" 28'-6" 26'-4" 26'-4" 21'-10" 3'-4 1/8"160'-0"3'-4 5/8" 3'-7" 21'-7" 21'-4" 5'-0" 26'-4" 26'-4" 26'-4" 29'-6"ELEV.
4" CONCRETE SLAB ON GRADE
w/ 6x6-W1.4xW1.4 WWF
OVER 6" CRUSHED STONE
FIN. FLR. EL. 100'-0"
EXISTING BUILDING (V.I.F.)
50'-10"
3'-4 5/8" 1'-3" 24'-9" 24'-10"
V.I.F.
3'-11"46'-6" 2'-7 5/16"3'-4 5/8"20'-4" 24'-7" 1'-7" 3'-4 5/8" 7
7
F.1
B.1
3
B.9
9
HSS8x4x1/4
1.1
INFILL EXISTING POOL/SPA WITH
SOIL AND INSTALL 4" CONC SLAB
WITH 6x6-W1.4xW1.4 WWF OVER 6"
CRUSHED STONE. TOP OF SLAB
ELEVATION TO MATCH EXISTING.
DOWEL INTO EXISTING CONCRETE
PER TYPICAL DETAIL ON S-300
4'-9"9'-9 1/8"1'-9 1/4"F156 98'-0"
C7
F30.20 98'-0"F30.20 98'-0"C3
C7
C4
C8
C4
C8
C8
C8
C8
C8
C8
C1
C1
C1
C1
C2
C4
C4 C4
C1
C1
C8C8C8 C8 C1
C1
C8 C1
C4
C1
C1C1
C8
F70 98'-0"
F100180 98'-0" (*)
F156 98'-0"
F130 98'-0"
F120 98'-0"
F146 98'-0"
F100180 98'-0" (*)
F120 98'-0"
F156 98'-0"
F120 98'-0"
F120 98'-0"
F146 98'-0"
F120 98'-0"
F146 98'-0"
F96 98'-0"
F130 98'-0"F120 98'-0"F120 98'-0"F120 98'-0"F120 98'-0"
F120 98'-0"
F96 98'-0"
F110 98'-0"
F156 98'-0"F146 98'-0"F146 98'-0"
F110 98'-0" F110 98'-0"
F110 98'-0" F96 98'-0"
F50 98'-0"
C7F30.20 98'-0" F30.20 98'-0" F30.20 98'-0"
6'-4"
6'-4"
F30.20 98'-0"F30.20 98'-0"38" FOUNDATION MAT
w/ #9 @ 12" o/c T&B
95.00'
F70 98'-0"
F100180 98'-0" (*)
F120 98'-0"
ABOVE
3" EXP. JT.
C5
3
S-301
17'-0"30'-0"
10'-8"10'-8"4'-9"
C7
4'-1 1/4" B.2
B.3
8.6 7.2
PU3
PU3
C9
C8
S.F.
3'-1"6'-6" 6'-6"LIMITS OF UNDERPINNING
SEE NOTES
F30.20 98'-0"3'-6 3/8" 1'-2" 15'-7 5/8"12'-2" 10'-8 1/8"
1'-8 1/4" 7'-11 3/4"
1'-0 1/8"
8"
STEP FOOTING, MATCH BOTTOM
OF NEW FOOTING WITH EXISTING *
1'-6"
E.2
E.9
3'-9 1/4" 19'-10 5/8" 2'-8 1/8"2.6
13'-7 5/8" 11'-2 3/8"
PU2
PU2
SEE "4"
ON SHEET S-301
S.F.CONTROL JOINTS
(TYPICAL)
S.F.
2
S-301
1
S-301
1
S-301
1
S-301
2
S-301
1
S-301
1
S-301
1
S-301
1
S-301
1
S-301
NOTES
1) SEE PLAN FOR FINISHED FLOOR ELEVATION RELATIVE TO DATUM ELEVATION 100.00'
(ACTUAL ELEVATION 862.39'). SEE ARCHITECTURAL DOCUMENTS FOR ALL SLOPES AND
VARIANCES.
2) TOP OF SLAB ELEVATION 100'-0", RELATIVE TO DATUM ELEVATION 100'-0",
UNLESS NOTED OTHERWISE.
3) TOP OF FOOTING ELEVATION 98'-0", RELATIVE TO DATUM ELEVATION 100'-0",
UNLESS NOTED OTHERWISE.
4) (+/-___) INDICATES TOP OF FOOTING ELEVATION RELATIVE TO TOP OF SLAB
ELEVATION, UNLESS NOTED OTHERWISE.
5) TOP OF FOOTING ELEVATION (-2'-0"), RELATIVE TO TOP OF SLAB ELEVATION,
UNLESS NOTED OTHERWISE.
6) SEE S-201 FOR COLUMN, PIER, FOOTING AND GRADE BEAM SCHEDULES AND PILE
CAP INFORMATION.
7) FOUNDATIONS, COLUMNS AND PIERS ARE CENTERED ON THE GRID LINE, UNLESS
NOTED OTHERWISE.
8) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED.
9) 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.
10) (*) INDICATES BOTTOM OF FOOTING ELEVATION TO MATCH BOTTOM OF EXISTING
FOOTING ELEVATION.
11) INDICATES APPROXIMATE EXTENT OF UNDERPINNING. EXACT EXTENTS TO BE
DETERMINED BY UNDERPINNING ENGINEER.
12) ALL WOOD/LIGHTGAGE STEEL COLUMNS/POSTS/JAMBS ARE NOTED THUS ' ',
UNLESS NOTED OTHERWISE AND ARE CALLED OUT AT THE FRAMING LEVEL THEY
SUPPORT. SEE SPECIFIC FRAMING PLANS.
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
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
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
THESE ARE PROGRESS DRAWINGS, THEREFORE THEY ARE
ISSUED PRIOR TO COMPLETION OF THE STRUCTURAL DESIGN
AND 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. 7167.0014.00
SHELL & CORE PERMIT SET
10/15/2021
Mechanical / Plumbing Design/Builder
Civil Engineer
DEEM LLC
6831 E 32nd Street
Indianapolis, Indiana 46226
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
Kite Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
10/15/2021 2:14:27 PMS-100
FOUNDATION PLAN
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
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 INCLUED:
1) A RAMMED AGGREGATE PIER WILL BE LOCATED TO
ACHIEVE UNIFORM SOIL BEARING CAPACITY OF 5000 PSF
UNDER FOUNDATIONS.
1 DESIGN DEVELOPMENT 10/01/21
10/01/21
10/19/22