HomeMy WebLinkAboutS-500 - PEDESTRIAN BRIDGE1
S-500
2
S-500
F.5F.5
F.7F.7
B1 B2
56'-8"
9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16"
W8x31
W8x31 W
8
x
3
1
W12x53
W12x53
W8x31 W8x31 W
8
x
3
1W8x31 W18x86 W8x31 W8x3
1W8x31W8x31W8x31S2
2'-0" 10'-0" 2'-0"14'-0"HSS4x4x3/8
HSS4x4x3/8
C6
C6
1
S-500
2
S-500
F.5F.5
F.7F.7
B1 B2
W12x53W8x31 W8x31W
8
x
3
1
W12x53
W12x53
W8x31W8x31 W8x31W
8
x
31 W8x31W8x31 W8x31W8x31 W8x3156'-8"
9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16"10'-0"D1
Level 1
100'-0"
Level 3
119'-8"
1
S-500
F.5 F.7
W12x53W12x53W18x130W18x130W18x86
HSS6
x6x3/8
10'-0"
W18x86 11'-9"12'-0" x 12'-0"
CLEAR AREA MECH MEZZANINE
109'-6"
W12x53
COORDINATE w/ TRAINING
CENTER FOUNDATION FOR
FOOTING SIZE AN ELEVATION
Level 1
100'-0"
Level 3
119'-8"
2
S-500
B1 B2
HSS6x6x3/8
HSS6x6x3/8 HS S 6 x6x3/8
HSS6x6x3/8 H S S 6 x6x3/8
HSS6x6x3/8 HSS6x6x3/8HSS6x6x3/8 HSS6x6x3/8HSS6x6x3/8 HSS6x6x3/8W12x53
W12x53
56'-8"
9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16" 9'-5 5/16"
MECH MEZZANINE
109'-6"
NOTES:
1) TOP OF CONCRETE SLAB = 119'-8", 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) (-6") FROM TOP OF SLAB ELEVATION, UNLESS
NOTED OTHERWISE.
4) INDICATES 3" NORMAL WEIGHT CONCRETE w/ 6x6-W2.1xW2.1 WWF ON 3" 20
GA. METAL DECK. (6" TOTAL THICKNESS).
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.
S2
NOTES:
1) TOP OF STEEL (DECK BEARING) = 131'-5", FROM DATUM ELEVATION 100'-0", UNLESS
NOTED OTHERWISE.
2) (+/-___) INDICATES TOP OF STEEL (DECK BEARING) ELEVATION RELATIVE TO
TOP OF STEEL.
2) INDICATES 3" 22 GA. METAL DECK.
3) 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.
D1
NOTES FOR TRUSS ELEVATION:
1) TRUSS ELEVATIONS AND DETAILS ARE SCHEMATIC ONLY AND ARE INTENDED TO SHOW BRACING CONFIGURATIONS
AND CONNECTION DESIGN REQUIREMENTS.
2) GUSSET PLATES, STIFFENERS PLATES AND CONNECTIONS (FULL-PENETRATION WELDS WHERE REQUIRED) SHALL BE
DESIGNED FOR THE MEMBER FORCES (IN KIPS) INDICATED ON THE ELEVATIONS THUSLY (± 0.0 KIPS) - WHERE
POSITIVE (+) INDICATES TENSIONS AND NEGATIVE (-) INDICATES COMPRESSION. IF NO SIGN IS SHOWN, THEN
CONNECTION IS TO BE DESIGNED FOR BOTH COMPRESSION AND TENSION. CONNECTIONS SHALL BE DESIGNED USING
THE ASD METHOD.
4) COORDINATE SIZE AND LOCATION OF MEMBERS WITH WALL OPENINGS AND DUCTS/UTILITIES SHOWN ON
ARCHITECTURAL AND M.E.P. DRAWINGS.
5) REFER TO PLANS FOR LOCATIONS OF TRUSSES. REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.
3) STEEL FABRICATOR IS TO SUBMIT COMPLETE SHOP DRAWINGS AND CONNECTION DESIGN CALCULATIONS FOR REVIEW
AND APPROVAL PRIOR TO ANY FABRICATION, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ERECTION SHALL
BE MADE ONLY FROM APPROVED SHOP DRAWINGS AND CALCULATIONS.
6) MEMBER CONNECTIONS, IF BOLTED, SHALL BE BEARING TYPE.
7) ALL WELDS IN MEMBER CONNECTIONS SHALL HAVE A MINIMUM LENGTH OF SIX INCHES.
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
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.
BRIDGE
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 2:14:49 PMS-500
PEDESTRIAN
BRIDGE
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
SCALE: 1/4" = 1'-0"
PEDESTRIAN BRIDGE FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
PEDESTRIAN BRIDGE ROOF FRAMING PLAN
Section
S-500
2Section
S-500
1
1 DESIGN DEVELOPMENT 10/01/21
2 SHELL & CORE PERMIT SET 10/15/21
10/15/21
10/19/22