HomeMy WebLinkAboutS-102A-SECOND FLOOR FRAMING PLAN -AREA A1 2 3 5 6 7 8
A
B
C
D
7.7
D.3
45'-7" 45'-8" 26'-6 11/16" 4'-0 1/2" 5'-11 9/16" 9'-11 7/8" 6'-5 3/8"196'-6"
MATCHLINE S-102B
3.2
PRECAST
STRUCTURE
(BY OTHERS)HSS10x4x1/4ELEV.ELEV.
S1
S1
STAIR
W12x22 [14]W10x19W10x19W12x30W10x19W10x19W12x22W10x19W10x19W10x19W12x30W10x19W10x19W10x19 W10x1
9W10x19W10x19W10x19W10x19W10x19W12x22 W12x22 9k9k6k9k9kW12x22 [12] W12x22 6k W10x19 W10x19 W12x22 [12]
W16x26 [20]W10x19 4k7k5kW10x19 6kW10x19 6kW10x19 8kW10x19 8kW10x19 8kC.7
C.6
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
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"
5.2 6.2 2.6
NOTES:
1) TOP OF SLAB ELEVATION +120'-0", 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 2:23:08 PMS-102A
SECOND FLOOR
FRAMING PLAN -
AREA A
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN - AREA A
1 DESIGN DEVELOPMENT 10/01/21
2 CONSTRUCTION DOCUMENTS 10/15/21
10/15/21
10/19/22