HomeMy WebLinkAboutS-103 - THIRD FLOOR FRAMING 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
ELEV.
STAIR
STAIR
155'-3"160'-0"50'-10"
3'-11 3/8" 1'-3" 24'-9" 24'-10"
V.I.F.
3'-8"
EXISTING BUILDING (V.I.F.)
26" (6000 PSI) CONC. SLAB
w/ #8 @ 12" E.W. T&B
FIN. FLR. EL. 119'-8"
PEDESTRIAN BRIDGE
(TO TRAINING CENTER)
FUTURE PEDESTRIAN BRIDGE
(TO PARKING GARAGE)
7
7
F.1
B.1
3
26'-0" 24'-10" 1'-5" 28'-6" 26'-4" 26'-4" 12'-2" 9'-8" 4'-1 3/8" 3'-7" 21'-7" 1'-0" 20'-4" 5'-0" 26'-4" 26'-4" 26'-4" 4'-4 1/2" 25'-1 1/2"4'-1 3/8"
B.9
9
XB2
XB2 XB1XB1XB1 XB1 XB1XB1 XB1 XB2XB2XB2 XB2XB2 XB2XB2XB2XB2
XB1 XB1
XB1 XB1
XB1
XB1
XB1
XB2
XB2
XB2
XB2
XB2
PU2 PU2
PU2
PU1
PU1
PU1
PU1 PU1
PU2
PU2
PU2PU2
PU1
26" (6000 PSI) CONC. SLAB
w/ #8 @ 12" E.W. T&B
FIN. FLR. EL. 119'-8"
PU1
PU1
PU1
PU1
PU1 PU1
PU1
PU1
PU1
HSS12x6x3/8 HSS12x6x3/8PU1
1.1
3" EXP. JT.
HSS8x4x1/4
3
S-403
3
S-403
3
S-403
2
S-403
2
S-403
2
S-403
2
S-403
2
S-403
4
S-403
4
S-403
4
S-403
4
S-403
2
S-403
F.5
F.7
B2
SEE "02"
ON SHEET S-500
SEE "01"
ON SHEET S-500
PU1
PU1
PU1
PU2
PU2 HSS12x6x3/8(-5 1/2")WALL PLATE -TYP
B.2
B.3
8.6 7.2
HA1
E.2
E.9
2.6
3'-9 1/4" 19'-10 5/8" 2'-8 1/8"13'-7 5/8" 11'-2 3/8"46'-6" 2'-7 5/16"3'-10 3/8"20'-4" 24'-7" 1'-7" 4'-1 3/8" 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"
(2) #8 T (4) #8 T(2) #8 T (2) #8 T (2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T (2) #8 T(2) #8 T
(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T(2) #8 T (4) #8 T(2) #8 T(6) #8 T(6) #8 T(2) #8 T(9) #8 T(4) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(4) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(2) #8 T
(5) #8 T (4) #8 T(3) #8 T(2) #8 T (4) #8 T(3) #8 T (5) #8 T(5) #8 T (2) #8 T(3) #8 T
(3) #8 T (2) #8 T
(5) #8 T (3) #8 T
(2) #8 T (2) #8 T(2) #8 T (2) #8 T (7) #8 T (7) #8 T
(3) #8 T (3) #8 T (4) #8 T(6) #8 T(8) #8 T
(5) #8 T (2) #8 T(2) #8 T(4) #8 TD2
D1
D4
(2) #8 B
(6) #8 B(4) #8 B(5) #8 B(2) #8 B(5) #8 B(2) #8 B
(2) #8 B(3) #8 B(2) #8 B(5) #8 B(2) #8 B
PEDESTRIAN BRIDGE
CONNECTION FORCES,
TYPCIAL
DL V=27K
LL V=15K
SL V=8K
WL P=27K
EQ P=15K
D3
D4
D4
D4
'XB'
(-) #_T
(-) #_B
NOTES:
1) TOP OF SLAB ELEVATION = 119'-8", FROM DATUM ELEVATION 100'-0",
UNLESS NOTED OTHERWISE.
2) (+/-___) INDICATES TOP OF STEEL (DECK BEARING) ELEVATION RELATIVE TO
TOP OF SLAB ELEVATION.
2)SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. DIMENSIONS ON THIS DRAWING ARE FOR
CONVENIENCE ONLY AND MUST BE CHECKED WITH ARCHITECTURAL DRAWINGS FOR ACCURACY.
DIMENSIONS ON ARCHITECTURAL DRAWINGS GOVERN.
3)PROVIDE ADDITIONAL BARS AT ALL OPENINGS PER TYPICAL DETAILS ON S-400.
4) INDICATES ADDITIONAL BOTTOM REINFORCING.
5) INDICATES ADDITIONAL TOP REINFORCING..
6) INDICATES METAL STUD BRG WALL AND FLAT STRAP BRACE ABOVE, SEE S-201 FOR
SCHEDULE.
7) INDICATES METAL STUD BEARING WALL ABOVE, SEE S-201 FOR SCHEDULE.
8) ALL BEAM/GIRDER CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM UNFACTORED VERTICAL
REACTION OF 15 kips, UNLESS NOTED GREATER. CONNECTIONS TO COLUMNS TO BE PER GENERAL
NOTES. ALL REACTIONS SHOWN ON PLAN ARE SERVICE LOADS.
9) COORDINATE ALL EDGE OF SLAB DIMENSIONS AT SHAFT OPENINGS, BUILDING PERIMETER, ETC.
WITH THE ARCHITECTURAL DRAWINGS.
10) INDICATES STUD RAIL REQUIRED AT COLUMN. SEE 'TYPICAL STUDRAIL LAYOUT' DETAILS
ON S-401 FOR ADDITIONAL INFORMATION.
D#
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 2:14:30 PMS-103
THIRD FLOOR
FRAMING PLAN
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
THIRD FLOOR FRAMING PLAN
1 DESIGN DEVELOPMENT 10/01/21
2 SHELL & CORE PERMIT SET 10/15/21
10/15/21
10/19/22