HomeMy WebLinkAboutS-102.5-CATWALK FRAMING PLAN -AREA A1 2 3 5 6 7 8
A
B
C
D
7.7
D.3
3.2
PRECAST
STRUCTURE
(BY OTHERS)HSS10x4x1/4ELEV.ELEV. STAIR
STAIRS1
S1W10x194k9kW10x19 W12x22 W10x19 W10x19W10x19 W10x199kW10x19 20kW12x26 [7,7] 28k 20k28k W12x26 [7,7] W12x22 [13] W10x19W10x19W10x19W10x19 W10x19W10x19W10x19 W10x19W10x19W10x19 W10x19W10x19W10x19 W10x19W12x22 [13] 10k10kW10x19 10kW10x19 10kW10x19 10kW10x19 10kW12x16 [4,5,6] W12x16 [8] W10x19 10kW10x19 10kW10x19 10kW10x19 10kW10x19 10kW10x19 10kW12x22 [13]W10x19 10kW10x19 10kW10x19 10kW10x19 10kW10x19W10x19 10kW10x19 10kW12x22 W12x22 [13] 10kW10x19 10kW10x19 10kW10x19W10x19W12x22 [8] W12x22 [8]
W10x19
W12x22 [13]
W10x19 W10x19W10x19W10x19 W10x19W12x22 [13] W10x19 W12x22 [13] W10x19 W10x19 W10x19W10x19 W12x22 [13] W10x19W12x22 [13] W10x19 W10x19W10x19 W10x19W12x22 [13] W10x19W12x22 [13] W10x19 W10x19W10x19 W10x19W10x19W12x22 [13] W12x22 [13] W10x19W10x19W12x22 [6]W10x19 W10x19
W10x19W10x19 W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x19W10x1910k 7k 10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k10k9k9k6kC.7
C.6
A.3
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
196'-6"
8'-0"
1'-9"
6'-7 11/16" 2'-10"
2'-9 15/16" 4'-2 7/8"
12'-7 1/2" 6'-1" 10'-11 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"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"PU2 PU2
W12x30 [4,4,4,4] 26k 18k
5.2 6.2 2.6
NOTES:
1) TOP OF SLAB ELEVATION +108'-6", FROM DATUM ELEVATION 0'-0", UNLESS
NOTED OTHERWISE.
2) TOP OF STEEL (DECK BEARING) (-6") FROM TOP OF SLAB ELEVATION, UNLESS
NOTED OTHERWISE.
3) INDICATES 3" NORMAL WEIGHT CONCRETE w/ 6x6-W1.4 x W1.4 WWF ON 3"
20 GA. TYPE VLI COMPOSITE METAL DECK (6" TOTAL THICKNESS).
4) [ ] INDICATES QUANTITY OF 3/4"Ø x 5" COMPOSITE SHEAR STUDS.
5) "c=" INDICATES AMOUNT OF UPWARD CAMBER TO BE PROVIDED.
6) INDICATES MOMENT CONNECTION FOR GRAVITY LOAD, SEE TYPICAL
DETAIL ON S-400.
7) 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.
S1
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
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
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 2:23:06 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
1 DESIGN DEVELOPMENT 10/01/21
2 CONSTRUCTION DOCUMENTS 10/15/21
10/15/21
10/19/22