HomeMy WebLinkAboutS-103A-THIRD-FLOOR-&-LOW-ROOF-FRAMING-PLAN---AREA-A-Rev.91 3 4 5 6 7 8
A
B
C
D
D.3
MATCHLINE S -103B
38'-11" 20'-10" 18'-8"39'-6" 39'-6" 29'-1 7/8"9'-9 1/8"14'-11 11/16"30'-7 5/16"45'-8"46'-6 5/8"6'-5 3/8"196'-4"HSS12x6x3/8HSS12x6x3/8 132'-5"132'-5"
DB DBELEV.
STAIR
PRECAST
STRUCTURE
(BY OTHERS)
PU1 PU1
PU1 PU1 PU1
PU1
PU1
PU1 PU1 PU1 PU1
PU1 PU1 PU1
3" CONC. TOPPING
w/ 6x6-W1.4xW1.4 WWF
FIN. FLR. EL. +134'-0"
6
S-402
7
S-402 HSS10x4x1/4ELEV.
RTU-2
16000#
RTU-4
20000#
RTU-3
20000#
SCREEN WALL
(SEE ARCH.)
SEE S-403 FOR
SUPPORT FRAME
3" CONC. TOPPING
w/ 6x6-W1.4xW1.4 WWF
FIN. FLR. EL. +134'-0"
9"
CONC CURB
A.3
7.8 HSS10x6x5/8HSS10x6x5/8HSS10x6x5/8HSS10x6x5/8PU3
PU3
PU3
PU3
PU3
PU3
PU3
PU3
PU3SEE ARCH. FOR WINDOW SIZE & LOCATIONSEE ARCH. FOR WINDOW SIZE & LOCATIONSEE ARCH. FOR WINDOW SIZE & LOCATIONSEE ARCH. FOR WINDOW SIZE & LOCATION8
S-402
W12x26
CURTAINWALL
ANGLE FRAME
CURTAINWALL
ANGLE FRAME
7
S-402
CRCU-1
600#
CRCU-1
600#
CRCU-3
600#
CRCA-4
600#
132'-5"
TYP
16'-0"6'-9 3/4"13'-6"9'-0"20k 20k
11
S-403
9
S-403
8" CMU WALLS w/
#5 @ 48" o/c
GROUTED SOLID
12
S-403
13
S-403HSS10x6x5/8(2) #4(2) #4(2) #4(2) #4
(2) #4(2) #4
(2) #4(2) #4 (2) #4(2) #4 (2) #4(2) #4
(2) #4(2) #4
(2) #4(2) #4
(6) #5 (8) #5(8) #5(6) #4
(6) #4(6) #4(6) #4(6) #4(6) #4
(TYP.)5'-0"(TYP.)
5'-0"
(TYP)
3'-0".W12x26132'-5"NOTES:
1) TOP OF PRECAST TOPPING ELEVATION 134'-0", SEE PLAN.
2) INDICATES 3", 22 GA. TYPE 'N' METAL ROOF DECK.
3) INDICATES VERTICAL DIAGONAL BRACING, SEE S-500 FOR ADDITIONAL
INFORMATION.
4) 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.
5) SEE PRECAST MANUFACTURER REQUIREMENTS TO ALLOW COMPOSITE ACTION
BETWEEN TOPPING SLAB & PRECAST ELEMENTS. THESE MAY INCLUDE BUT NOT
LIMITED TO ROUGHENED SURFACES, BONDING AGENT, EMBEDDED REINFORCEMENTS,
ETC.
6) SEE S-400 FOR TYPICAL EMBED CONNECTION FOR STEEL COLUMN BASE AT
PRECAST COLUMNS, BEAMS, AND HOLLOWCORE.
7) 'BP1' INDICATES 3/8x6x0'-6" BEARING ™ w/ (2) 1/2"Ø x 6" LONG HEADED STUD
ANCHORS.
8) 'BP2' INDICATES 1/2x6x0'-8" BEARING ™ w/ (2) 1/2"Ø x 6" LONG HEADED STUD
ANCHORS.
D1
DB
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 #2
1/20/22
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
1/20/2022 11:48:08 AMS-103A
THIRD FLOOR & LOW
ROOF FRAMING
PLAN -AREA A
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
THIRD FLOOR & LOW ROOF FRAMING PLAN - AREA A
1 PERMIT SET 11/30/21
3 CD PERMIT 12/17/21
4 BULLETIN #1 1/13/22
5 BULLETIN #2 1/20/22
1/20/22
5
02/23/22