HomeMy WebLinkAboutS-201 - SCHEDULESDESIGN LOAD SCHEDULE
COMPONENT AREACONCRETE SLAB
STEEL & JOIST
CEILING
COLLATERAL PODIUM/3RD FLRSLAB ON GRADETOTAL DEAD LOAD
TOTAL LIVE LOAD
TOTAL LOAD
(ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.)
50 325
12
35050
150
100
390
40 TYPICAL FLOORROOF5
3 3
7 7
8090
40
110
30
5 1/2" CONC SLAB 65 65
BUILT IN WALLS 1010
130
3 MEZZANINE6
3
14
80
150
230BRIDGE FLOOR6
15
12
90
100
190
3" NW CONC ON
3" METAL DECK
ROOF & INSULATION 5
5757
LATERAL LOAD DESIGN SCHEDULE
SNOW DESIGN LOAD SCHEDULE
INTERNATIONAL BUILDING CODE 2012/ASCE 7-10
WIND LOAD
SEISMIC LOAD
INTERNATIONAL BUILDING CODE 2012/ASCE 7-10
1.0 TABLE 7.3-2tCTHERMAL FACTOR
SECTIONSEISMIC BASE SHEAR 12.8.1
SECTION
II
TABLE 1.5-1
SECTION 1609.4.3
FIGURE 1609.3
B
1.0
115
-
V
TABLE
12.2-1
12.2-1
TABLE
TABLE
12.2-1
20.3-1
TABLE
SECTIO
N 11.6
TABLE
1604.5
SECTION
1613.2.4
1613.2.40.158
0.131
B
D
Cd
R
-
-
-
-
SD1
SDS
DEFLECTION AMPLIFICATION FACTOR
RESPONSE MODIFICATION COEFFICIENT
SEISMIC FORCE-RESISTING SYSTEM
SITE CLASSIFICATION
SEISMIC DESIGN CATEGORY
RISK CATEGORY
(1) SECOND PERIOD SPECTRAL ACCELERATION
SHORT PERIOD SPECTRAL ACCELERATION
REFERENCEVALUE SYMBOL ITEM
WIND EXPOSURE CATEGORY
RISK CATEGORY
BASIC WIND SPEED (3 SEC. GUST)
REFERENCEVALUESYMBOL ITEM
P g
P f
eC
IMPORTANCE FACTOR
SNOW LOAD 1.0 TABLE 1.5-2
TABLE 7.3-1
SECTION 7.3
FIGURE 1608.2
1.0
20
20
I
SNOW EXPOSURE FACTOR
FLAT-ROOF SNOW LOAD
GROUND SNOW LOAD
REFERENCEVALUESYMBOL ITEM
s
TABLE
1.5-2IMPORTANCE FACTOR IE
ANALYSIS PROCEDURE EQUIVALENT LATERAL
FORCE PROCEDURE
SECTION
12.8
V 661k
1.0
*
**
-
' * ' INDICATES LIGHT-FRAME (COLD FORMED STEEL) WALL SYSTEMS USING FLAT STRAP BRACING -(3RD-ROOF)
' ** ' INDICATES ORDINARY REINFORCED COCNRETE MOMENT FRAMES -(GROUND -3RD)
4
3
3 1/2
2 1/2
CONCRETE/STEEL LINTEL SCHEDULE
(NON- BEARING WALLS)
WIDTH OF OPENING
UP TO 2'-11"
3'-0" TO 3'-11"
6'-0" TO 8'-0"
(1) #4 TOP & BOTTOMž3 1/2x3 1/2x5/16
ž4x3 1/2x5/16 (1) #4 TOP & BOTTOM
(1) #5 TOP & BOTTOM
STEEL FOR EACH
4" OF WALL THICKNESS REMARKSREINF. CONC. FOR EACH
4" OF WALL THICKNESS
ž6x3 1/2x5/16
NOTES:
1) ALL CONCRETE LINTELS SHALL BE 4000 PSI CONCRETE
AT 28 DAYS WITH GRADE 60 REINFORCING
2) ALL STEEL LINTELS SHALL BE ASTM A-36.
3) FILL CMU VOIDS SOLID (2) COURSES BELOW LINTEL BEARING.
4) ALL LINTELS SHALL HAVE 8" MINIMUM BEARING U.N.O.
5) ALL CONCRETE LINTELS SHALL BE 8" DEEP, U.N.O.
4'-0" TO 5'-11" ž5x3 1/2x5/16 (1) #4 TOP & BOTTOM
8'-1" TO 10'-0" (1) #5 TOP & BOTTOMž6x3 1/2x3/8
TYPICAL HEADER DETAIL
METAL STUD HEADER SCHEDULE
6T18
(TOP & BOTT.)
SEE SCHED.
FOR SIZE
KICKERS REQ'D
@ 4'-0" o/c
KICKERS REQ'D
@ 4'-0" o/c
@ 4'-0" o/c
KICKERS REQ'D
N.R.
N.R.
(2) STUD
(2) STUD
(2) STUD
(2) STUD
(2) 14J12 16'-0" TO ABOVE
(2) 10SW14 10'-0" TO 12'-0"
(2) 12SW12
JAMB
STUDS BRACINGMETAL STUD
LINTEL SIZE
(2) 8SW14
(2) 6SW16 (2) STUD
12'-0" TO 16'-0"
7'-0" TO 10'-0"
UP TO 7'-0"
WIDTH OF OPENING
(NON- BEARING WALLS)
LIGHT GAUGE BEARING WALL SCHEDULE
LEVEL
7TH TO ROOF
6TH TO 7TH
INTERIOR WALL
NON LOAD BEARING
EXTERIOR WALL INTERIOR JAMB
NOTES:
1) ALL STUD JOISTS AND ACCESSORIES SHALL BE Fy=50 KSI
2) BOTTOM TRACK SHALL BE HOT-DIPPED GALVANIZED (G60)
3) BRIDGING REQUIRED @ 4'-0" o/c FOR ALL WALL STUDS.
5TH TO 6TH
EXTERIOR JAMB
600S200-43 (6J18) @ 24" o/c
600S200-54 (6J16) @ 16” o/c
600S250-68 (6JE14) @ 16” o/c
(2) STUD
(3) STUD
(3) STUD
600S200-43 @ 16" o/c
600S200-43 @ 16" o/c
600S200-54 (50) @ 16" o/c
(2) STUD
(3) STUD
(3) STUD
4TH TO 5TH (3) STUD (3) STUD
3RD TO 4TH (3) STUD (3) STUD
600S250-68 (6JE14) @ 12” o/c 600S200-54 (50) @ 16" o/c
600S250-97 (6JE12) @ 12” o/c 600S200-54 (50) @ 16" o/c
TYPICAL ELEVATION w/ CENTER BOUNDARY ELEMENT (XB2) TYPICAL ELEVATION w/o CENTER BOUNDARY ELEMENT (XB1)
3RD FLOOR
4TH FLOOR
5TH FLOOR
6TH FLOOR
WALL LENGTH PER
ARCH. DRAWINGS
14" TO B.E.
®
14" TO B.E.
®
WALL LENGTH PER
ARCH. DRAWINGS
14" TO B.E.
®
14" TO B.E.
®
BOUNDARY ELEMENT
(SEE SCHEDULE)
CENTER POST
(SEE SCHEDULE)
STRAP BRACE
(SEE SCHEDULE)
BOUNDARY ELEMENT
(SEE SCHEDULE)
BOUNDARY ELEMENT
(SEE SCHEDULE)
STRAP BRACE
(SEE SCHEDULE)
BOUNDARY ELEMENT
(SEE SCHEDULE)
FLAT STRAP BRACE SCHEDULE
BRACE MARK
BOUNDARY ELEMENT
XB2 XB1
7TH TO ROOF& 6TH TO 7THCENTER POST
STRAP
STRAP FORCE
BOUNDARY ELEMENT
5TH TO 6TH& 4TH TO 5THCENTER POST
STRAP
STRAP FORCE
(2) 600S200-54 (50 KSI)
NOTES:
1. (2) STRAPS INDICATES FLAT STRAP X-BRACE TO BE PROVIDED ON BOTH SIDES
OF THE METAL STUD WALL.
2. STRAP FORCE INDICATED IS THE SERVICE LEVEL AXIAL TENSION IN THE FLAT
STRAP MEMBER IN KIPS.
TBD - SEE 4/S-403 TBD - SEE 4/S-403
(2) 43 MILx10" Fy=50 KSI
ROOF
7TH FLOOR
ROOF
3RD FLOOR
4TH FLOOR
5TH FLOOR
6TH FLOOR
7TH FLOOR
BOUNDARY ELEMENT
3RD TO 4THCENTER POST
STRAP
STRAP FORCE
(2) 600S200-54 (50 KSI)
17.3K
(4) 600S250-68 (50 KSI)
(2) 54 MILx10" Fy=50 KSI
(2) 600S200-68 (50 KSI)
28.4K
(4) 600S250-97 (50 KSI)
(2) 68 MILx10" Fy=50 KSI
(2) 600S250-97 (50 KSI)
29.6K
(2) 600S200-54 (50 KSI)
(2) 43 MILx10" Fy=50 KSI
14.6K
(4) 600S250-68 (50 KSI)
(2) 54 MILx10" Fy=50 KSI
25.6K
(4) 600S250-97 (50 KSI)
(2) 68 MILx10" Fy=50 KSI
26.1K
METAL STUD BEAM SCHEDULE
END POSTMETAL STUD SIZE
5'-0" TO 8'-0"
UP TO 5'-0"
SPAN
(2) 600S162-97 (50) (62W12) (2) 600S162-68 (50) (6SW14)
(2) 1000S250-118 (50) (10JE10) (2) 800S250-68 (50) (8JE14)
CONCRETE COLUMN SCHEDULE
MARK
LEVEL
FND - 3rd
C1 C2 C3 C4
28"x28"
(12) #8
#4 @ 12"
28"x28".
(16) #10
32"x32"
(12) #9
12"x28" L Shaped
(12) #8
NOTES:
1) f'c FOR ALL COLUMNS IS 6000 psi (U.N.O.).
2) DIMENSIONS & TIE SPACING INDICATED IN INCHES.
3) TIES TO BE PER TYPICAL DETAIL U.N.O.
VERT. REINF.
SIZE
TIES #4 @ 12" #4 @ 12" #4 @ 12"
C7
32" DIA.
(12) #8
#4 @ 12"
C8
28" DIA.
(12) #8
#4 @ 12"
C9
28" DIA.
(12) #10
#4 @ 12"
SEE SCH. FOR SPLICE WELDING
DIAGONAL GALV. STL. STRAPPING (45° < 0 < 60°)
PROVIDE STRAPPING PER SCHEDULE IN OPPOSITE
DIRECTIONS (SCREW STRAPPING TO EA. STUD)
CONT.
BRIDGING
STUD
SPC.
SEE PLAN
STRAP BRACING SCHEDULE
4" x 14 GA.
SIZE & GAUGEMETAL STRAP
X-BRACE
FILLET MIN. WELD
LENGTH @ GUSSET
PLATES
LENGTH @ SPLICE
IN STRAP BRACING
MIN. GROOVE WELD
DBL. STUD MIN. @
GUSSET LOCATION
TYP.
STRAPPING SIZE
14 GA. GUSSET PL. MIN.
SEE SCHED. FOR
SEE SCH.
TRACK
6" x 14 GA.
5" EA. SIDE
7" EA. SIDE 8" EA. SIDE
6" EA. SIDE
BASED ON: 14 GAGE, Fy=50 ksi.
TYPICAL DETAIL @ DIAGONAL STRAP LATERAL BRACING
2RD - ROOF
FND. - 3RD
(2) 362S200-68
VERT. STUDS
@ GUSSET
(3) 362S200-68
CONT. 14 GA. TRACK w/ 1/2"Ø
EXP. ANCHORS @ 32" o/c
(2) S/HDU6 w/ (12) #14 SCREWS
INTO VERT. STUD & 5/8"Ø A.B. w/
NUT, 12" MIN. EMBED. (BY SIMPSON
STRONG-TIE) (TYP.)
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
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ED
EG
N
TSE
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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.
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 2:14:41 PMS-201
SCHEDULES
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
STEEL COLUMN SCHEDULE
MARK SIZE BASE PLATE ANCHOR RODS REMARKS
C5 W12x53 1x20x1'-8" (4) 3/4"Ø
C6 W18x130 1 1/2x20x2'-4" (4) 1"Ø
WALL FOOTING SCHEDULE
MARK
DIMENSIONS
REINFORCINGWIDTH DEPTH
F30.20 3'-0" 1'-8" (5) #5 LWB #4@24 SWB
COLUMN FOOTING SCHEDULE
MARK
DIMENSIONS
REINFORCINGLENGTH WIDTH THICKNESS
F50 5'-0" 5'-0" 1'-8" (5) #6 EWB
F70 7'-0" 7'-0" 1'-10" (8) #6 EWB
F96 9'-6" 9'-6" 2'-4" (10) #7 EWB
F110 11'-0" 11'-0" 2'-8" (10) #8 EWB
F120 12'-0" 12'-0" 2'-10" (9) #9 EWB
F130 13'-0" 13'-0" 3'-2" (11) #9 EWB
F146 14'-6" 14'-6" 3'-4" (13) #9 EWB
F156 15'-6" 15'-6" 3'-6" (15) #9 EWB
F100180 18'-0" 10'-0" 3'-10" (10) #9 LWB, (18) #9 SWB
HANGER SCHEDULE
MARK SIZE
HA1 HSS5X5X5/16
POST UP SCHEDULE
MARK SIZE Base Plate Anchor Rods Remarks
PU1 HSS4x4x3/8 3/4x12x1'-0" (4) 3/4"Ø
PU2 HSS6x6x3/8 3/4x12x1'-0" (4) 3/4"Ø OFFSET BASE PLATE
w/ EXP. ANCHORS
PU3 HSS5X5X5/16 3/4x12x1'-0" (4) 3/4"Ø
SCALE: 3/4" = 1'-0"
METAL STUD
1 DESIGN DEVELOPMENT 10/01/21
2 SHELL & CORE PERMIT SET 10/15/21
10/15/21
10/19/22