HomeMy WebLinkAboutS-500-BRACE ELEVATIONSRoof
134'-0"
6 7
Penthouse
148'-0"
W18
HSS6 x6 x1/4 HS
S6x6x1/4
HSS COL.HSS COL.+/-30 k
+/-21 k +/
-21 k
Roof
134'-0"
B C
Penthouse
148'-0"
W24 HSS COL.HSS COL.HS S 6x 6 x1/4 HS
S
6
x
6
x
1
/4
+/-30 k
+/-21 k +/-21 k
NOTES FOR BRACING ELEVATIONS:
1) BRACING ELEVATIONS AND DETAILS ARE SCHEMATIC ONLY AND ARE INTENDED TO SHOW BRACING CONFIGURATIONS
AND CONNECTION DESIGN REQUIREMENTS.
2) GUSSET PLATES AND CONNECTIONS SHALL BE DESIGNED FOR THE BRACE FORCES (IN KIPS) INDICATED ON THE
ELEVATIONS THUSLY (+/- 0.0 KIPS) - WHERE POSITIVE (+) INDICATES TENSION AND NEGATIVE (-) INDICATES
COMPRESSION. BRACE FORCES SHOWN ARE OBTAINED USING ASD LOAD COMBINATIONS PER ASCE 7-10. IF NO SIGN IS
SHOWN, THEN CONNECTION IS TO BE DESIGNED FOR BOTH COMPRESSION AND TENSION. A ONE-THIRD INCREASE IN
ALLOWABLE STRESS IS NOT PERMITTED IN BRACING CONNECTIONS. CONNECTIONS SHALL BE DESIGNED USING ASD,
INCORPORATING THE UNIFORM FORCE METHOD PER AISC. INDICATED LOADS ARE UNFACTORED SEISMIC LOADS.
3) BRACE OFFSET DIMENSIONS ARE MEASURED FROM INTERSECTION OF CENTER OF BEAMS AND BRACES TO GRID LINES.
DIAGONAL BRACE WORKPOINT SHALL BE AT THE CENTRLINE INTERSECTIONS OF BRACES, BEAMS AND COLUMNS, PER
TYPICAL DETAIL.
4) COORDINATE SIZE AND LOCATION OF BRACING WITH WALL OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS.
5) REFER TO PLANS FOR BEAM SIZES AND LOCATIONS OF BRACES. REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.
6) TOP CONNECTION OF EACH BRACING MEMBER SHALL REMAIN LOOSE AND ACCESSIBLE UNTIL ALL CONCRETE ON METAL
DECK IS POURED AND THE BUILDING IS SET PLUMB.
7) BRACING CONNECTIONS, IF BOLTED, SHALL BE BEARING TYPE.
8) ALL WELDS IN BRACING CONNECTIONS SHALL HAVE A MINIMUM LENGTH OF THREE INCHES.
9) STEEL FABRICATOR IS TO SUBMIT COMPLETE SHOP DRAWINGS AND SIGNED AND SEALED 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.
Roof
134'-0"
7
Penthouse
148'-0"
7.7
W1 6
H
S
S
5
x5x
1
/
4HSS5x5x1/4HSS COL.HSS COL.+/-21 k+/-30 k
+/-21 kRoof
134'-0"
DE
Penthouse
148'-0"
H
S
S
5x
5
x
1
/
4HSS5x5x1/4W18 HSS COL.HSS COL.+/-30 k
+/-21 k +/
-21
k
TYPICAL BRACE CONNECTION TO BEAM
(HSS DIAGONAL BRACES)1" MAX.®®DIAGONAL BRACE
WORKPOINT
BRACE (TYP.)
GUSSET ™
TYP.®.
TYPICAL BRACE CONNECTION TO
COLUMN BASE/FOUNDATION
(HSS DIAGONAL BRACES)
X _"
A
-
1" MAX.
GUSSET ™
DIAGONAL BRACE
WORKPOINT
BRACE
ROOF
(SEE PLAN)
TYP.®GUSSET ™
BASE ™
1"
Section A
PROVIDE BASE ™ EXTENSION
AS REQUIRED FOR GUSSET
™ CONNECTION
6"
SS
ROC
PROFE
.
AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
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IED
EG
N
TSE
Y MOC
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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 2:23:33 PMS-500
BRACE ELEVATIONS
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
SCALE: 1/8" = 1'-0"
BRACE ELEVATION ALONG GRID 'A'
SCALE: 1/8" = 1'-0"
BRACE ELEVATION ALONG GRID '8'
SCALE: 1/8" = 1'-0"
BRACE ELEVATION ALONG GRID 'F'
SCALE: 1/8" = 1'-0"
BRACE ELEVATION ALONG GRID '5'
1 DESIGN DEVELOPMENT 10/01/21
2 CONSTRUCTION DOCUMENTS 10/15/21
10/15/21
10/19/22