HomeMy WebLinkAboutS-102.5-CATWALK-FRAMING-PLAN---AREA-A-Rev.91 3 5 6 7 8
A
B
C
D
7.7
D.3
3.2
PRECAST
STRUCTURE
(BY OTHERS)
ELEV. ELEV. STAIR
STAIRS1
S1 W8x213k8kW8x21W8x21W8x21
W8x21HSS8x4x3/8 W8x218kW8x21W8x21W8x35 W8x35W8x21HSS8x4x3/8 W8x21W8x21HSS8x4x3/8 W8x21W8x21HSS8x4x3/8 W8x21W8x21HSS8x4x3/8 W8x21W8x21 12k12kW8x218kW8x3512kW8x218kW8x3512kW8x21 W8x21 W8x218kW8x218kW8x218kW8x218kW8x21 W8x21W8x218kW8x218kW8x216kW12x22
W8x21
14kW8x217kW8x217kW8x21W8x21
W8x21 W8x21
W8x21 W8x21W8x21W8x21W8x21 W8x21W8x21 W8x21HSS8x4x3/8 W8x21W8x21W8x21 W8x21W8x21 W8x21HSS8x4x3/8
W8x21W8x21 W8x21 W8x21W8x21HSS8x4x3/8 W8x21W8x21W8x21 W8x21 W8x21W8x21W8x21 W8x21HSS8x4x3/8
W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x21W8x215k8k8k8k8k8k8k8k8k8k8k8k6k6k7k8k8k8k8k8k8k7k5kC.7
C.6
A.3
A.4
2 2.4 4.1 6.6 7.4 7.6 7.8
C.8
196'-4"
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" 6'-1" 3'-4" 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"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"PU2 PU2
W8x287k
2.6 W8x3512kW8x218kW8x218kW8x218kW8x21W8x218kW8x217k2.8 3.3 4.8 5.2 5.8 6.2 6.8 7.2 ?8k8k2.1
W8x21
W8x28
W8x21 W8x21W8x21 W8x21 W8x21W8x21W8x218kW8x21 W8x21 W8x21
PU2 PU2
16k16k16k16kEMBED
™ (TYP.)
10k 10kW8x28
W8x214kBP1
(TYP.)
EMBED
™ (TYP.)W8x218kC8x11.5
C8x11.54'-0"HSS10x4x1/413
S-402
13
S-402
14
S-402
15
S-402
1
S-403
2
S-403
1
S-403 W8x21W8x21W8x21W12x19
2
S-403
14
S-402
1.9 W8x21W8x21PU4 PU4 PU4 PU4 PU4
PU4 PU4 PU4 PU4 PU4
5
S-403
6
S-403
W8x21W8x21 W8x21 W8x21 W8x21
S-102.5
1
S-102.5
1
S-102.5
1 S-102.5
1
S-102.5
1
S-102.5
1
S-102.5
1
S-102.5
1
S-102.5
1
S-102.5
1
PU2
W8x21
HSS8x4x3/8
PU4 PU4 PU4 PU4 PU4 PU4 PU4 PU4
PU4 PU4 PU4 PU4 PU4 PU4 PU4 PU4 PU4 PU4
5.6
NOTES:
1) TOP OF SLAB ELEVATION +108'-6", FROM DATUM ELEVATION 0'-0", UNLESS
NOTED OTHERWISE.
2) TOP OF STEEL (DECK BEARING) (-4") FROM TOP OF SLAB ELEVATION, UNLESS
NOTED OTHERWISE.
3) INDICATES 2 1/2" NORMAL WEIGHT CONCRETE w/ 6x6-W1.4 x W1.4 WWF ON
1 1/2" 22 GA. TYPE VLI COMPOSITE METAL DECK (4" TOTAL THICKNESS).
4) "c=" INDICATES AMOUNT OF UPWARD CAMBER TO BE PROVIDED.
5) INDICATES MOMENT CONNECTION FOR GRAVITY LOAD, SEE TYPICAL
DETAIL ON S-401.
6) 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.
7) 'BP1' INDICATES 3/8x6x0'-6" BEARING ™ w/ (2) 1/2"Ø x 6" LONG HEADED STUD
ANCHORS.
S1 POST w/ 1/2" CAP ™POST w/ 1/2" CAP ™
HSS
-VERIFY w/ EQUIP. SUPPLIER
HSS4x4x3/8
3/16
TYP
3'-8 3/8
"5'-6" COORD. ELEVATIONw/ EQUIP. SUPPLIERTYPICAL ELEVATION @ SIMULATOR RAMP
BENT ™ @
SLAB EDGE
HSS 6x6x1/4
CONT.
HSS 6x6x1/4
CONT.
2'-10"1 '-0 3/4"3'-6 1 /2"1 '-0 3 /4"1'-5" 1'-5"
3/16TYP
5'-8 "5'-8"
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 12:18:04 PMS-102.5
CATWALK FRAMING
PLAN -AREA A
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
CATWALK FRAMING PLAN
S-102.5
1
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
02/23/22