HomeMy WebLinkAboutS-108 - ROOF FRAMING PLAN1
1
2
2 2.9
4
4
5
5
6
6
8
8
AA
B
C
D
E
F F
GG
B.8B.8
A.146'-6"20'-4"24'-7" 1'-7" ELEV.
7
7
B.1
B.1
3
B.9
9
SB2
SB1
SB2
SB1
SB2
SB1
SB2
SB1
SB1 SB1SB2SB1SB2SB1SB2SB1SB2SB1SB1 SB1S1
S1
S1S1 S1 S1S1 S1 S1
S1S1 W18x35
W1 2 x1 9 W12x19W21x50W12x19W14x82W14x38 HSS12x6x3/8HSS12x6x3/8
TYPICAL NON-LOAD BEARING
LINTEL U.N.O. SEE METAL STUD
HEADER SCHEDULE ON S-201 U.N.O.
HSS8x4x1/4
1
S-403
1
S-403 1
S-403
1
S-403
1
S-403
5
S-403
8
S-403
8
S-403
8
S-403
8
S-403
9
S-403
9
S-403 S1SB2
S1
B.2
B.3
8.6 7.2
E.2
STAIR
NOTES:
1) TOP OF CONCRETE SLAB = 169'-0" FROM DATUM ELEVATION 100'-0", UNLESS NOTED
OTHERWISE.
2) (+/-___) INDICATES TOP OF STEEL (DECK BEARING) ELEVATION RELATIVE TO
TOP OF SLAB ELEVATION.
3) TOP OF STEEL (DECK BEARING) (-5 1/2") FROM TOP OF SLAB ELEVATION, UNLESS
NOTED OTHERWISE.
4) INDICATES 3 1/2" NORMAL WEIGHT CONCRETE w/ 6x6-W2.1 x W2.1 WWF ON 2"
22 GA. EPICORE MSR METAL DECK. (5 1/2" TOTAL THICKNESS). SHORING AT 5'-0" o/c
MAX.
5) 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.
6) PROVIDE ADDITIONAL BARS AT ALL OPENINGS PER TYPICAL DETAILS ON S-401
7) INDICATES METAL STUD BRG WALL AND FLAT STRAP BRACE, SEE S-201 FOR
SCHEDULE.
8) INDICATES METAL STUD BEARING WALL, SEE S-201 FOR SCHEDULE.
9) 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.
10) "MSB" INDICATES METAL STUD BEAM. SEE SCHEDULE ON S201
11) "HSS" INDICATES HSS12x4x1/2
12) PROVIDE A MINIMUM OF (2) JACKS & (2) KING STUDS @ EACH HEADER OR BEAM
LOCATIONS U.N.O
13) "SB1" INDICATES CONCRETE SLAB BEAM 3'-10" WIDE x DEPTH OF SLAB w/ (5) #4
BARS BOTTOM.
14) "SB2" INDICATES CONCRETE SLAB BEAM 3'-10" WIDE x DEPTH OF SLAB w/ (9) #4
BARS BOTTOM.
S1
'XB'
B
B.8
3
D1
W8x24W8x24
W8x24
NOTES:
1) TOP OF STEEL ELEVATION TO BE COORDINATED w/ ELEV. MFR.
1 2 2.9
G
1.2
F.7
B2
2.6
-2'-6 1/4"
HSS6x6x5/16
-3'-8 3/16"
C12X30
-7'-0"-3'-3 3/8"HSS 16x8x3/8-5'-5" -2'-10 11/16"HSS 16x8x3/8-5'-3 13/16"-3'-0 1/4"HSS 16x8x3/8-5'-5" -3'-1 13/16"HSS 16x8x3/8-5'-5" -2'-6"HSS16x8x3/8-4'-11 1/8" -2'-7 9/16"HSS16x8x3/8-5'-0 11/16" -2'-9 1/8"HSS16x8x3/8-5'-2 1/4"-2'-4 7/16"HSS 16x8x3/8-4'-9 9/16" -4'-5 3/4" HSS6x6x5/16
-5'-5"
-3'-6"
HSS6x6x5/16
-4'-8 1/4"-6'-2"WT8X15.5-7'-1 5/16"-6'-3 3/16"WT8X15.5-7'-3" -6'-4 7/16"WT8X15.5-7'-3" -6'-5 5/8"WT8X15.5-7'-3" -6'-6 1/2"WT8X15.5-7'-3" -6'-6 1/2"WT8X15.5-7'-3" -6'-6 1/2"WT8X15.5-7'-3" -3'-4 15/16"HSS16x8x3/8-5'-5" 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.
87
B.3
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 2:14:38 PMS-108
ROOF FRAMING
PLAN
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
ELEVATOR OVERRIDE FRAMING PLAN
SCALE: 1/8" = 1'-0"
ENTRY CANOPY FRAMING PLAN
SCALE: 1/8" = 1'-0"
STAIR OVERRIDE FRAMING PLAN
1 DESIGN DEVELOPMENT 10/01/21
2 SHELL & CORE PERMIT SET 10/15/21
10/15/21
10/19/22