s1130b - purchasing department - purchasing
TRANSCRIPT
S1130B
1/8" = 1’ - 0"
8 16
FRAMING PLANLEVEL 3ZONE B
2011.04.29A
B 2011.07.22
2011.08.05C
SE
E S
1130
CS
EE S
1130
D
SEE S1130C
SEE S1130D
SE
E S
1130
A
SEE S1130A
SHEET NOTES:
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
20 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
2011.10.10D
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
J K L M N P Q R S
21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0"21’-0" 21’-0"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
B
COLU
MN
STOPS
COLU
MN
STOPS
CO
LUM
N
ST
OP
S
06
07
08
09
10
11
12
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W24x84 (84)
R=70
K
W24x84 (84)
R=70
K
W24x84 (84)
R=70
K
W24x84 (84)
R=70
K
W21x62 (60)
R=40
K
W18x55 (52)
W18x55 (52)
W18x55 (52)
W18x55 (52)
W18x55 (52)
R=25K
R=25K
R=25K
R=25K
R=25K
W21x44 (42)
R=25K
W21x44 (42)
R=25K
W21x44 (42)
R=25K
W21x44 (42)
R=25K
W12x19
(8)
W16x26 (2
0)
R=25
KW
21x62 (18)
R=
40K
R=
30K
W14x22
(8)
T/SLAB=
+38’-3"
T/SLAB=
+39’-11"
W24x84 (84)
R=70
K
W24x84 (84)
R=65
K
R=70
K
W24x103 (84)
R=55
KR
=70
K
W24x146 (66)
R=70
K
W21x44 (44)
R=35K
W16x26 (10)
R=20
K
W14x22 (18)
R=20K
W14x22 (18)
R=20K
W16x40 (20)
R=20
K
W16x40 (20)
R=20
K
W21x44 (32)
R=35
K
W21x44 (32)
R=35
K
R=25K
R=25K
R=40K
R=40K
R=70KW24x103 (84)R=50K
W16x26 (20)
R=20
K
W21x44 (20)
R=25
K
W21x62 (60)
R=40K
R=70KR=40K
SW2
KINKED
BEAM TYP.
S4104
03
S4104
04
SLOPE DOWN
S4104
01
SIM.
S4102
06
S4102
05
S4102
05
S4102
05
S4101
04
W21x44 (3
2)
R=25
K
S4101
07
W14x22 (18)
R=20K
S5101
04
EP03
EP03
EP03
EP03
EP03
EP03
EP03
EP03
NOTE 09
TYP.
S4101
03
S4101
03
S4101
03
S4101
06
S4101
06
W16
x31
R=20
K
S4102
06
W14x22 R
=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W14x22 R=10K W14x22 R=10K
W14x22 R=10K W14x22 R=10K
S5101
07
S5101
06
S5101
08
S5101
04
1 1/2" TYPE "B" ROOF DECK
SL
AB S
PA
N
NO
TE 0
1
SLAB SPAN
NOTE 01
SLAB SPAN
NOTE 01
R=45
K
W18x55 (
LO
W)
R=45
K
T/DECK EL.=+34’-9"
S4103
02
SIM
.
W10x17
(2)
S4104
02
S4101
08
#5x8’-0"
@12"
#5x6’-0"
@12"
S5101
15SIM.
A=150
K
A=150
K
A=70K A=70K A=70KA=70K A=70K A=70K A=70K
A=70K
10’-0"
8#7 CONT.
@4" MAX.
TYP.
S5101
15
S4104
13W21x44 (42)
R=25K A=150K
W21x44 (42)
R=25K A=150K
W12x19
(8) A=70K
W12x19
(8) A=70K
A=70K
W16x26 (20)
R=20K A=70K
A=150
KA
=90
K
A=150
KA
=90
K
A=40
K
A=40
K
A=40
K
W16x26 (10)
R=10
K A
=40
K
W16x26 (10)
R=10
K A
=40
K
W16x26 (10)
R=10
K A
=40
KW
16x26 (10)
R=10
K A
=40
K
W18x55 (36)
A=60K A=60K
A=
80K
METAL
STAIRS
W21x44 (42)
R=25K
EP03
7’-2"
5’-11"
W18x55 (36)
A=30K
W24x76 (84)
A=30K
PART OF BID
PACKAGE 2
6"
6"
6"
6"
6"
ENCLOSURE FRAMING AND
CONNECTION TO STRUCTURE
PART OF A SUBSEQUENT
BID PACKAGE, TYP.
6"
6"
6"
6"
W21x44 (20) R=25K A=70K W21x44 (20) R=25K A=70K W21x44 (20) R=25K A=70K
W12x14 W12x14 W12x14 W12x14
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W16x31
R=20
K
W12x
14
W16x31
R=20
K
W12x14
6"
6"
S4104
17
S4104
17
EQ
UA
LE
QU
AL
7’-0"
W12x
14
7’-0"
S4104
18
W21x44 (20) R=25K A=70K
(HIGH)
W21x44 (20) R=25K A=70K
(HIGH)
W14x22 R=10K (LOW) W14x22 R=10K (LOW)
0"
0"
LOW W14x22
W/ MOMENT
CONNECTION,
TYP.
6"
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
S1130C
8 16
FRAMING PLAN
2011.04.29A
B 2011.07.22
2011.08.05C
SE
E S
1130
A
SEE S1130D
SE
E S
1130
D
SEE S1130A
SEE S1130B
SE
E S
1130
B
SHEET NOTES:
2011.10.10D
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
20 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. "BF#" INDICATES BRACED FRAME. SEE S6 SERIES FOR DETAILS AND ELEVATIONS.
11. W8x31 ELEVATOR HOIST BEAM BELOW. BP2 CONTRACTOR TO COORDINATE
LOCATION WITH BP3 CONTRACTOR. BP3 CONTRACTOR TO COORDINATE LOCATION
WITH ELEVATOR SUPPLIER.
12. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
2011.12.092
B C D E F G H J A
21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0"21’-0"21’-0"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
C
COLU
MN
STOPS
COLU
MN
STOPS
CO
LUM
N
ST
OP
S
06
07
08
09
10
11
12
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
W21x44 (20)
R=25K
W21x44 (20)
R=25KW21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x44 (20)
R=25K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W21x55 (52)
R=40
K
W24x84 (84)
R=70
K
W24x84 (84)
R=70
K
W24x84 (84)
R=70
K
W24x84 (84)
R=70
K
W21x62 (60)
R=40
K
W18x55 (52)
W18x55 (52)
W18x55 (52)
W18x55 (52)
W18x55 (52) R=25K
R=25K
R=25K
R=25K
R=25K
W24x146 (66)
R=70
K
W21x44 (42)
R=25K
W21x44 (42)
R=25K
W21x44 (42)
R=25K
W21x44 (42)
R=25K
W12x19
(8)
W21
x62 (18)
R=40
K
R=30
K
T/SLAB=
+38’-3"
T/SLAB=
+39’-11"
W21x44 (32)
R=35
K
W18x35 (18)
R=20K
W16x40 (20)
R=20
K
W21x62 (60)
R=40K
W21x44 (20)
R=25
K
R=70K R=40K R=25K
R=40K
R=70K W24x103 (84) R=50K R=25K
R=40K
W21x44 (32)
R=35
K
W14x22 (18)
R=20K
W16x40 (20)
R=20
K
W14x22
(8)
W21x44 (44)
R=35K
W16x26 (10)
R=20
K
W21x44 (32)
R=25
K
W24x103 (84)
R=70
K
R=55
K
W24x84 (84)
R=70
K
SW3
S4104
03
KINKED
BEAM TYP.
S4104
04
S4104
01
SLOPE DOWN
SIM.
S4102
06
S4102
05
S4101
03
S4102
05
S4101
07
S4101
04
S4101
08
BF1
W21x44 (20)
R=40K
W21x62 (60)
R=40
K
W16x26 (28)
R=30
K
W18x35 (20)
R=20
K
UP
DO
WN
W18x55W18x55
W14x22 (18)
R=20K
S5101
04
EP03
EP03
EP03
EP03
EP03
EP03
EP03
EP03
EP03
NOTE 09
TYP.
S4102
05
S4101
03
S4101
03
S4101
06
S4101
06
W16x31 R
=20K
S4102
06 SIM.
W14x22 R
=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W14x22 R=10K W14x22 R=10K
W14x22 R=10KW14x22 R=10K
OUTLINE OF ELEVATOR
SHAFT BELOW
NOTE 11
S5101
04
S5101
06
S5101
07
S5101
08
1 1/2" TYPE "B" ROOF DECK
SLAB SPAN
NOTE 01
SL
AB S
PA
N
NO
TE 0
1
SLAB SPAN
NOTE 01
W18x55 (
LO
W)
R=45
KR
=45
K
T/DECK EL.=+34’-9"
S4103
02
SIM
.
S4101
08
S4104
02
W10x17
(2)
#5x6’-0"
@12"
#5x8’-0"
@12"
#5x6’-0"
@12"
S5101
15TYP.
S5101
15SIM.
W18x35 R=20K
A=20K
W18x35 R
=20
K
A=20
K
A=150
K
A=150
K
A=70KA=70KA=70K
A=70K A=70KA=70K A=70K A=70K
S4101
06
10’-0"
A=70K
A=70K
S4104
13
W12x19
(8) A=70K
W12x19
(8) A=70K W21x44 (42)
R=25K A=150K
W21x44 (42)
R=25K A=150K
A=70K
W14x22
(8) A=70K
W16x26 (20)
R=20K A=70K
A=90
K
A=90
K
A=150
K
A=150
K
W16x26 (10)
R=10
K A
=40
KW
16x26 (10)
R=10
K A
=40
K
W16x26 (10)
R=10
K A
=40
K
W16x26 (10)
R=10
K A
=40
K
A=40
K
W16x26 (20)
R=20
K A
=40
K
A=80
K
A=60K W18x55 (36)
A=60K
EP05
W14x22 (3)
R=10K
METAL
STAIRS
EP03W21x44 (42)
R=25K
7’-2"
5’-11"
STAIR PART OF A
SUBSEQUENT BID
PACKAGE
W18x55 (36)
A=30K
W24x76 (84)
A=30K
W24x84 (20) R=120K
R=80K
W16x26 (20)
R=25
K A
=40
K
PART OF BID
PACKAGE 2
S4104
14
T/STEEL EL.=
+37’-8 3/4"
T/STEEL EL.=
+37’-8 3/4" MOMENT CONNECTION
AT LOW BEAM ONLY
6"
6"
6"
6"
6"
6"
6"
6"
ENCLOSURE FRAMING AND
CONNECTION TO STRUCTURE
PART OF A SUBSEQUENT
BID PACKAGE, TYP.
6"
W21x44 (20) R=25K A=70K W21x44 (20) R=25K A=70K
8#7 CONT.
@4" MAX.
W12x14 W12x14 W12x14
W12x26
R=10
K
W12x26
R=10
K
W12x26
R=10
K
W16x31
R=20
K
W12x14
6"
6"
S4104
17
S4104
17
7’-0"
7’-0"
W12x
14
EQ
UA
LE
QU
AL
S4104
18
W21x44 (20) R=25K A=70K
(HIGH)
W21x44 (20) R=25K A=70K
(HIGH)
W14x22 R=10K (LOW) W14x22 R=10K (LOW)
0"
0"
LOW W14x22
W/ MOMENT
CONNECTION,
TYP.
6"
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
S1130D
1/8" = 1’ - 0"
8 16
FRAMING PLANLEVEL 3ZONE D
2011.04.29A
B 2011.07.22
2011.08.05C
SEE S1130C SEE S1130B
SE
E S
1130
BS
EE S
1130
A
SEE S1130A
SE
E S
1130
C
SHEET NOTES:
*
2011.10.10D
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
20 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. " " ON PLAN INDICATES STIFFENER PLATES EACH SIDE. SEE 04/S4102.
11. "BF#" INDICATES BRACED FRAME. SEE S6 SERIES FOR DETAILS AND ELEVATIONS.
12. W8x31 ELEVATOR HOIST BEAM BELOW. BP2 CONTRACTOR TO COORDINATE
LOCATION WITH BP3 CONTRACTOR. BP3 CONTRACTOR TO COORDINATE LOCATION
WITH ELEVATOR SUPPLIER.
13. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
2011.12.092
01
02
03
04
05
06
07
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
2.2
7’-7"
2.3
11’-0"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
D
B C D E F G H J A
21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0"21’-0"21’-0"
HAN
GIN
G
COLU
MN
HAN
GIN
G
COLU
MN
HAN
GIN
G
COLU
MN
HAN
GIN
G
COLU
MN
HAN
GIN
G
COLU
MN
HAN
GIN
G
COLU
MN
HAN
GIN
G
COLU
MN
R=25
K
W16x89
(8)
W16x89 (30)
R=25
K
W16x89 (36)
R=50K R=30K
R=50KR=35KW24x68 (36)
W16x26 (20)
R=20KW16x26 (20)
R=20K
W16x26 (20)
R=20K
W12x19
(8)
R=15
K
W12x19
(8)
W12x19
(8)
W16x26 (24)
R=30
K
W24x84
(8)
R=50
K
W24x55
(8)
R=40
K
W24x84 (84)
R=55
K
W24x55 (58)
R=40
K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x55 (38)
R=30K R=50K
W14x22 (20)
R=25
K
W18x55 (20)
R=20K
W18x55 (20)
R=40K
W18x35 (20)
R=20K
W18x35 (20)
R=20K
W18x55
R=20
K
(4)
T/SLAB=
+37’-8"
T/SLAB=
+38’-3"
R=40
K
W24x68 (78)
R=55
KR
=50
K
R=70K
W24x103 (84) R=55K
W16x40 (20)
R=20
K
W21x44 (32)
R=35
K
W21x62 (60)
R=40K
W14x22 (18)
R=20K
W21x44 (20)
R=25
K
W21x44 (32)
R=35
K
W16x40 (20)
R=20
K
W21x62 (60)
R=40K
W21x44 (20)
R=25
K
W21x44 (32)
R=35
K
W14x22 (18)
R=20K
W16x40 (20)
R=20
K
W21x62 (60)
R=40K
W21x44 (20)
R=25
K
R=40KR=70K
R=40K
R=25K
R=70K R=40K R=25K
R=40K
SW4
S4103
09
S4102
05
*
NOTE 10
TYP.
S4101
03
S4105
02
S4102
05
S4101
07
S4101
04BF2
BF3
W12x19
(4)
R=10
K
W12x19
(4)
R=10
K
W18x35 (20)
R=40K
W18x35 (20)
R=20K
W18x35 (20)
R=20K
W18x35 (20)
R=20K
W16x26 (28)
R=30
K
W16x26 (28)
R=30
K
W18x35 (30)
R=40
K
W18x35 (30)
R=40
K
R=50
KW
18x55 (50)
W18x55 (50)
R=50
K
W18x55 (50)
R=50
K
W18x55 (20)
R=20
K
R=35
KW
18x55 (50)
W18x55
R=20
K
(4)
W21x44 (20)
R=25
K
W21x62 (60)
R=40K
W18x55W18x55
W18x65
W14x22 (18)
R=20K
EP04
EP03
EP03
EP03
EP03
EP03
EP03 EP03
NOTE 09
TYP.
S4101
08
S4105
02
S4101
03
S4101
06
S4101
06
NOTE 12
OUTLINE OF ELEVATOR
SHAFT BELOW
S5101
04
S5101
08
S5101
04
S5101
06
SL
AB S
PA
N
NO
TE 0
1
SLAB SPAN
NOTE 01
SLAB SPAN
NOTE 01
S4104
10
#5x6’-0"
@12"
S5101
15 TYP.
SIM.
S5101
15 SIM.
S5101
15SIM.
W18x35 R=20K
A=20K
W18x35 R
=20
K
A=20
K
W24x146 (72)
R=90K A=150K
A=150K
A=30
K
A=30
K
A=90
K
A=90
K
A=150
K
A=150
K
A=40
KA
=40
KA
=40
KA
=40
KW
16x26 (20)
R=20
K A
=40
KA
=40
K
A=40KA=40K A=40K
A=150
K
A=150
K
BF8
BF8
W18x55 (10)
R=20K
S5101
07
W12
x19 (8)
R=10K A
=65K
W12
x19 (8)
R=10K A
=65K
W12
x19 (8)
R=10K A
=65K
W12
x19 (8)
R=10K A
=65K
W12x19 (8)
R=10K A=65K
W12x19 (8)
R=10K A=65K
W12x19 (8)
R=10K A=65K
W12x19 (8)
R=10K A=65K
A=60K A=60K A=105K A=105K
A=60
K
A=160K A=160K W14x22 (6)
R=10K A=160K
W14x22 (3)
R=10K
A=160K
W18x35 (20) R=20K A=160K
W18x35 (20) R=20K A=160K
W12x19 (8)
R=10 A=160KW12x19 (8)
R=10 A=160K
W12x19 (8)
R=10 A=160K
W12x19 (8)
R=10 A=160K
#5x14’-0"
@12"
W12x19 (6)
A=100K
W12
x19 (6)
A=1
00K
W12x19 (6)
A=100K W
12x19
(6)
W12x19
(6)
METAL
STAIRSW21x62 (60)
R=40K
EP03
7’-2"
5’-11"
W18x55 (36)
A=30K
W24x76 (84)
A=30K
W18x55 (36)
A=30K
W24x76 (84)
A=30K
S4103
09
PART OF BID
PACKAGE 2
W18x35 (18)
R=20K
S4104
14
T/STEEL EL.=
+37’-8 3/4"
T/STEEL EL.=
+37’-8 3/4"
T/STEEL EL.=
+37’-8 3/4"
T/STEEL EL.=
+47’-0" (HIGH)
+39’-8 1/4" (LOW)
W40x362 (
HIG
H)
R=50
K
W40x431 (
LO
W)
R=50
K
MOMENT CONNECTION
AT LOW BEAM ONLY
EQUALEQUAL
*
*W
24x68 (8)
6"
6"
6"
6"
ENCLOSURE FRAMING AND
CONNECTION TO STRUCTURE
PART OF A SUBSEQUENT
BID PACKAGE, TYP.
W16x26 (20) R=20K W16x26 (20) R=20K
1’-2"
1’-2"
1’-2"
1’-2"
1’-2"
EQUALEQUAL
6"
S4105
02
S4105
02
S4105
02
S4105
02
S4101
08
S4101
03
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
S1140
LEVEL 4FRAMING PLAN
2011.04.29A
B 2011.07.22
2011.08.05C
SEE S1140C
SEE S1140D
SE
E S
1140
B
SE
E S
1140
C
SE
E S
1140
A
SE
E S
1140
D
SEE S1140B
SEE S1140A
2011.10.10D
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
1/16" = 1’ - 0"
16 32
B C D E F G H J K L M N P Q R S A
21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0"
01
02
03
04
05
06
07
08
09
10
11
12
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0" 21’-0" 21’-0"
21’-0"
21’-0"
21’-0" 21’-0"
S1140A
1/8" = 1’ - 0"
8 16
FRAMING PLAN
ZONE A
2011.04.29A
B 2011.07.22
2011.08.05C
SEE S1140C
SEE S1140D
SE
E S
1140
B
SE
E S
1140
C
SEE S1140B
SE
E S
1140
D
SHEET NOTES:
*
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
18 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. " " ON PLAN INDICATES STIFFENER PLATES EACH SIDE. SEE 04/S4102.
11. "BF#" INDICATES BRACED FRAME. SEE S6 SERIES FOR DETAILS AND ELEVATIONS.
12. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
2011.10.10D
LEVEL 4
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
01
02
03
04
05
06
07
1.1
2.1
3.1
21’-0"
21’-0"
21’-0"
21’-0"
8’-0"
13’-0"
11’-10 1/2"
9’-1 1/2"
8’-3"
2.2
7’-7"
2.3
11’-0"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
A
J K L M N P Q R S
21’-0" 21’-0" 21’-0" 21’-0"21’-0" 21’-0"
Q.1 R.1 S.1
13’-0" 8’-0" 21’-0"
CO
L.T2
ST
AR
TS
HAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
W
COLU
MN
STOPS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
11’-10 1/2"9’-1 1/2" 8’-3"
COL. T2
STARTS
COLU
MN
STARTS
CO
L.T2
ST
AR
TS
HAN
GIN
G
COLU
MN
BELO
W HAN
GIN
G
COLU
MN
BELO
W
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
KW16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
* *
W16x40 (20)
R=10K
W16x40 (20)
R=10K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
*
(18) (18)
(12)
R=10K W18x35
(12) (8)
W16x26
(14)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
KW
14x22 (20)
R=25
K
W14x22 (20)
R=25
K
W14x22 (20)
R=25
K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
T/SLAB=
+56’-4"
SW1
NOTE 10
TYP.
R=50
KW
24x104
R=70
K
R=50
KW
24x104
R=70
K
R=50K R=70K
W16x26 (20)
R=20
K
W16x26 (20)
R=20
KW
16x26 (20)
R=20
K
W24x55 (32)
R=35
K
W24x55 (32)
R=35
K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K
W14x22 (20)
R=25K
W14x22 (20)
R=25K
W12x19
(10)
R=10
K
W12x19
(10)
R=10
K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
R=100
K
R=210
KW
40x294
R=90
K (8)
R=100
KR
=210
KW
40x294
R=90
K (8)
*
W24x68 (66)
R=45K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W40x294R=100K R=210K W40x294
R=90K(8)
W40x294R=100K R=210K W40x294
R=90K(8)
W24x68 (66)
R=45K
W24x68 (66)
R=45K
W36x135 (32)
R=30
K
W24x55 (32)
R=30
K
W24x55 (32)
R=30
K
W24x55 (32)
R=30
K
*
R=250
KW
40x324
R=90
K (8)
W40x324
R=120
K
R=250
KW
40x324
R=90
K (8)
W40x324
R=120
K
R=250
KW
40x324
R=90
K (8)
W40x324
R=120
K
R=20K
R=15K
W18x35
W40x149 R=65K W40x149
R=110K (8)
(18) (9)
R=40
K(8)
R=100
KW
40x294
W40x324
R=150K
R=240K W40x324
R=90K(8)
W36x135 R=45K
EP05
EP05
EP05
EP05
EP05
EP04
EP04
EP05
EP05
EP05
NOTE 09
TYP.
*
*
W24x104
BF4 BF6
BF6SIM.
BF6
SIM.
BF4
BF6
BF6
BF7
BF7
(22) W40x294 (22) W40x294
(8)
BF6
W40x294
(8)
(22)
W40x294
(22)
W40x324
(8)
W40x324
(8)
W40x294
(8)
W40x294
W14x53
(10)
W14x53
(10)
W14x53
(10)
W14x53
(10)
W40x149 (4
2)
S4101
03
S4101
03
S4101
03
S4101
03
S4101
04
S4101
07
S3101
05
SIM.
S3101
05
SIM.
S3101
05
S4101
06
S4101
06
S4101
06
S4101
06
S5101
07
S5101
06
S5101
05
S5101
04
S5101
08
(22) (22)
(22) (22)
(22) (22)
(40) (30)
(40) (3
0)
(40) (3
0)
(40) (3
0)
(40) (3
0)
(40) (3
0)
(34) (14) (30)
(40) (30)
S4104
11
TYP.
(80) (30)
(15)
R=260K W40x431
(15) (15) (15)
R=260K
R=100K
(40) (30)
W40x294* R=210K
S4103
12
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
SL
AB S
PA
N
NO
TE 0
1
SE
E 1
2/S
4104
SLAB SPAN
NOTE 01
SEE 12/S4104
SLAB SPAN
NOTE 01
SEE 12/S4104
S5101
15TYP.
S5101
15 SIM.
W40x294 A
=340
K
W40x294 A
=340
K
W24x68 (66)
R=45
K A
=340
K
A=250KA=220KA=250KA=250KA=250K
A=220KA=175KA=135KA=90KA=50K
A=250K A=250K A=250K A=250K A=250K A=250K A=100KA=100K
A=300K
A=300K
A=300K
A=100
KA
=80
KA
=60
K
A=60
KA
=80
KA
=100
K
A=50
K
W16x26 (22)
R=20
K A
=50
K
W16x26 (22)
R=20
K A
=50
KA
=50
KA
=50
KA
=50
KA
=50
K
(9)
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53 (20)
R=25
K A
=160
KW
14x53 (20)
R=25
K A
=80
K
METAL
STAIRS
A=100
K
BF5
(40)
* W40x324
(30)
R=250
K
(40) (3
0)
W40x324
*R
=120
KA
=100
K
W40x294
(22)
(22)
BF4W
24x104
R=50
K
(22) (22)
R=70
K
A=30K A=30K
A=30K
PART OF BID
PACKAGE 2
W8x10
R=5K
W8x10
R=5K
W8x10 R=5K
W10x12
R=5
K
W10x12
R=5
K
W10x12
R=5
K
W10x12
R=5
K
W10x12
R=5
K
SEE 14/S4101
FOR FRAME
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
6"6" 6" 6"6"
6" 6"6"
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
1/8" = 1’ - 0"
8 16
LEVEL 4ZONE B
S1140B
FRAMING PLAN
2011.04.29A
B 2011.07.22
2011.08.05C
SE
E S
1140
C
SEE S1140D
SEE S1140C
SEE S1140A
SE
E S
1140
D
SE
E S
1140
A
SHEET NOTES:
*
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
18 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. " " ON PLAN INDICATES STIFFENER PLATES EACH SIDE. SEE 04/S4102.
11. "BF#" INDICATES BRACED FRAME. SEE S6 SERIES FOR DETAILS AND ELEVATIONS.
12. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
2011.10.10D
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
J K L M N P Q R S
21’-0" 21’-0" 21’-0" 21’-0"21’-0" 21’-0"
Q.1 R.1 S.1
13’-0" 8’-0" 21’-0" 11’-10 1/2"9’-1 1/2" 8’-3"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
B
COLU
MN
STOPS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
CO
L.T2
ST
AR
TS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T2
STARTS
COLU
MN
STARTS
06
07
08
09
10
11
12
10.1
11.1
12.1
21’-0"
21’-0"
21’-0"
13’-0"
8’-0"
21’-0"
9’-1 1/2"
11’-10 1/2"
8’-3"
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W14x22 (20)
R=25
K
* * *
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
* *
W12x19
(8)
R=10
KW24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K W18x35
(12)(12) (8)
R=20K
(42)
(42)
W12x19
(8)
R=10
K
W16x26 (14)
R=10
K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
T/SLAB=
+56’-4"
SW2
NOTE 10
TYP.
R=70
KW
24x104
R=50
K
R=70
KW
24x104
R=50
K
W40x294
R=50K R=70K
W16x26 (20)
R=20
K
W24x55 (32)
R=35
K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K
W14x22 (20)
R=25K
W12x19
(10)
R=10
K
W12x19
(10)
R=10
K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
R=210
KW
40x294
(8)
R=90
K
W40x294
R=100
K
R=210
KW
40x294
(8)
R=90
K
W40x294
R=100
K
R=210
KW
40x294
(8)
R=90
K
W40x294
R=100
K
R=210
KW
40x294
(8)
R=90
KR
=100
K
R=100
KR
=210
KW
40x294
(8)
R=90
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W40x294R=100K R=210K W40x294
R=90K(8)
R=100K
W40x294 R=210K W40x294
R=90K(8)
W24x68 (66)
R=45K
W24x68 (66)
R=45K
W24x55 (32)
R=30
K
W24x55 (32)
R=30
K
W36x135 (32)
R=30
K
R=10K
R=15K
W18x35
(18) (9)
(18)
W40x149 R=65K
(18)
W40x149
R=110K (8)
W40x324
(8)
R=150
K
W40x294
R=150K W40x324 R=240K W40x324
R=90K(8)
W36x135 R=45K
EP05
EP05
EP05
EP05
EP04
EP05
EP05
EP05
*
*
DO
WN
W24x104
BF4
W40x294
(8)
(22)(22)
BF6BF6
SIM.BF6
BF6
BF4
BF6
BF6
SIM.
BF7
BF7
W40x294
(8)
W40x294
(8)
R=100
K
W40x294
W40x294
(8)
(22)
W40x294
(22)
W40x294
(8)
W14x53
(10)
W14x53
(10)
W14x53
(10)
W14x53
(10)
S4101
03
S4101
03
S4101
03
S4101
04
S4101
03
S4101
07
S3101
05
S3101
05
SIM.
S3101
05
SIM.
S4101
06
S4101
06
S4101
06
W16x26 (20)
R=20
K
EP04
S5101
08
S5101
04
S5101
06
S5101
07
S5101
05
(22) (22)
(22) (22)
(22) (22) (40) (30)
(40) (30)
(80) (30)
(30) (40)
(30) (40)
(30) (40)
(30) (40)
(30) (40)
R=100K W40x294 *
(40) (30)
R=210K
(30) (14) (34)
S4103
12#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
NOTE 09
TYP.
SL
AB S
PA
N
NO
TE 0
1
SE
E 1
2/S
4104
SLAB SPAN
NOTE 01
SEE 12/S4104
SLAB SPAN
NOTE 01
SEE 12/S4104
S5101
15TYP.
S5101
15 SIM.
W40x294 A
=300
K
W24x68 (66)
R=45
K A
=300
K
W40x294 A
=300
K
EP05A=250K A=250K A=250K A=250K A=250K
A=220KA=175KA=135KA=90KA=50K
A=250K A=250K A=250K A=250K A=250K A=250K A=100K
A=100K
A=300K
A=300K
A=300K
A=80
K
A=100
K
A=100
KA
=80
K
A=50
KA
=50
KA
=50
K
W16x26 (22)
R=20
K A
=50
K
W16x26 (22)
R=20
K A
=50
K
A=50
K
W14x22 (20)
R=25
K
W14x22 (20)
R=25
K
(9)
W14x53 (20)
R=25
K
W14x53 (20)
R=25
K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=160
K
METAL
STAIRS
(30)
W40x294
*
BF5
(40)
R=210
K (30) (40)
*W
40x294
R=100
KA
=100
K
W40x294
(22)
(22)
BF4
W24x104
R=50
K
(22) (22)
R=70
K
STAIR PART OF A
SUBSEQUENT BID
PACKAGE
A=30K
A=30K A=30K
W18x55 (20)
R=20K
PART OF BID
PACKAGE 2
EP02
W10x12
R=5K
W8x10
R=5
K
W10x12
R=5K
W10x12
R=5
K
W8x10
R=5K W10x12
R=5
K
W10x12
R=5
K
W8x10
R=5K
W10x12
R=5
K
W8x10 R=5K
W10x12
R=5
K
SEE 14/S4101
FOR FRAME
6"
6"
6"
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
6"
6"6"
6"
6" 6" 6"
6"
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
S1140C
1/8" = 1’ - 0"
8 16
FRAMING PLANLEVEL 4ZONE C
2011.04.29A
B 2011.07.22
2011.08.05C
SE
E S
1140
BS
EE S
1140
A
SEE S1140D
SE
E S
1140
D
SEE S1140A
SEE S1140B
SHEET NOTES:
*
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
18 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. " " ON PLAN INDICATES STIFFENER PLATES EACH SIDE. SEE 04/S4102.
11. "BF#" INDICATES BRACED FRAME. SEE S6 SERIES FOR DETAILS AND ELEVATIONS.
12. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
2011.10.10D
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
B C D E F G H J A
21’-0" 21’-0" 21’-0"21’-0"21’-0"
A.1 B.1 C.1
21’-0" 8’-0" 13’-0"11’-10 1/2" 9’-1 1/2"8’-3"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
C
COLU
MN
STOPS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
CO
L.T2
ST
AR
TS
CO
L.T2
ST
AR
TSC
OL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
CO
L.T2
ST
AR
TS
COL. T2
STARTS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
CO
L.T1
ST
AR
TS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COLU
MN
STARTS
06
07
08
09
10
11
12
10.1
11.1
12.1
21’-0"
21’-0"
21’-0"
13’-0"
8’-0"
21’-0"
9’-1 1/2"
11’-10 1/2"
8’-3"
*
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W40x294
(8)
R=90
K
* *
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
KW24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
* *
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W12x19
(8)
R=10
K
W24x68 (66)
R=45
K
W24x55 (32)
R=30K
W12x19
(8)
R=10
K
W16x40 (20)
R=10K
(8)
R=10KW18x35
(12) (12)
(42)
(42)
W12x19
(8)
R=10
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
T/SLAB=
+56’-4"
SW3
NOTE 10
TYP.
BF1
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W12x19
(6)
R=10K
W12x19
(6)
R=10K
W12x72 (24)
R=20
K
W12x72 (24)
R=20
K
W40x294
R=100
KR
=210
KW
24x104
R=50
KR
=70
K
R=70
KW
24x104
R=50
K
R=70K W24x104 R=50K
W16x26 (20)
R=20
K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K
W16x26 (20)
R=20
K
W12x19
(10)
R=10
K
W12x19
(10)
R=10
K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
R=210
KW
40x294
(8)
R=90
K
W40x294
R=100
K
R=210
KW
40x294
(8)
R=90
K
W40x294
R=100
K
R=100
KR
=210
KW
40x294
(8)
R=90
K
R=100
K
R=210
KW
40x294
(8)
R=90
K
W24x68 (66)
R=45K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
W24x68 (66)
R=45K
R=210KW40x294
(8) R=90K
W40x294
R=100K
W40x294 R=100KR=210KW40x294
(8) R=90K
W36x135 (32)
R=30
K
W24x55 (32)
R=30
K
W24x55 (32)
R=30
K
R=20K
R=15K
W18x35
W40x149 R=65K
(18) (18)
W40x149
(8) R=110K
(9) (18)
W16x26(1
4)
R=10
K
W40x324
R=150
K
(8)
W40x294
R=100
K
R=240KW40x324
(8) R=90K
W40x324 R=150K
W36x135 R=45K
EP05
EP05
EP05
EP04
EP04
EP04
EP04
EP05
EP05
EP05
NOTE 09
TYP.
*
*
BF6 BF4
BF6SIM.
SIM.
BF6 BF6
BF4
BF7
BF7
W40x294
(8)
W40x294
(8)
W40x294
(22)W40x294(22)
W40x294
(8)
(22)
W40x294
(22)
W40x294
(8)
W14x53
(10)
W14x53
(10)
W14x53
(10)
W14x53
(10)
W18x55 (30)W18x55 (30)
S4101
03
S4101
03
S4101
03
S4101
03
S4101
04
S4101
03
S4101
03
CONT. CONCRETE CURB
AT PERIMETER. SEE
03/S2101 FOR REINF.
S4101
07
S3101
05
S3101
05
SIM.
S3101
05SIM.
S4101
06
S4101
06
S4101
06
S4101
06
S5101
07
S5101
06
S5101
05
S5101
04
S5101
08
(22) (22)
(22) (22)
(22) (22)
(30) (40)
(30) (40)
(30) (40)
(30) (40)
(30) (40)
(30) (14) (34)
(30) (80)
(30) (40)
(30) (40)
R=100KW40x294
(30) (40)
*R=210K
S4103
12
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
SL
AB S
PA
N
NO
TE 0
1
SL
AB S
PA
N
NO
TE 0
1
SE
E 1
2/S
4104
SLAB SPAN
NOTE 01
SEE 12/S4104
SLAB SPAN
NOTE 01
SEE 12/S4104
S5101
15TYP.
S5101
15 SIM.
W40x294 A
=300
K
W40x294 A
=300
K
W24x68 (66)
R=45
K A
=300
K
A=250K A=250K A=250K A=250KA=250K
A=50KA=90KA=135KA=175KA=220K
A=250K A=250K A=250K A=250K A=250K A=250K
A=100K
A=100K
A=300K
A=300K
A=300K
A=50
K
A=50
KA
=50
KA
=50
K
W16x26 (22)
R=20
K A
=50
K
W16x26 (22)
R=20
K A
=50
K
W14x22 (20)
R=25
KW
14x22 (20)
R=25
K
(9)
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53 (20)
R=25
K A
=80
K
W14x53 (20)
R=25
K A
=160
K
A=100
KA
=80
K
A=80
KA
=100
K
W18x55 (30)
R=60K A=220K
W18x65 (26)
R=60
K
A=480
K
METAL
STAIRS
BF5
(40)
W40x294
*(3
0)
BF4
(22)
W40x294
(22)
A=30K
A=30K
A=30K
W18x55 (24)
R=60K
T/SLAB=
+54’-8"
PART OF BID
PACKAGE 2
EP02
W8x10
R=5K
W10x12
R=5
K
W10x12
R=5
K W8x10
R=5K
W10x12
R=5
K
W10x12
R=5
K W10x12
R=5
K
W8x10 R=5K
SEE 14/S4101
FOR FRAME
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
6"
6"6" 6"
6"
6"
6"
6"
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
S1140D
1/8" = 1’ - 0"
FRAMING PLANLEVEL 4ZONE D
2011.04.29A
B 2011.07.22
2011.08.05C
SE
E S
1140
A
SEE S1140B
SEE S1140A
SE
E S
1140
B
SE
E S
1140
C
SEE S1140C
SHEET NOTES:
*
01. 6 1/4" LIGHTWEIGHT STRUCTURAL CONCRETE SLAB W/ STEEL FIBER
REINFORCING AND 3" COMPOSITE DECK (6 1/4" TOTAL DEPTH). STEEL DECK IS
18 GAGE U.N.O.
02. ALL ELEVATIONS ARE GIVEN RELATIVE TO ABSOLUTE DATUM OF 252’-8" (MSL).
COORDINATE WITH ARCH. AND CIVIL DRAWINGS.
03. TOP OF SLAB ELEVATIONS ARE APPROXIMATE. SEE ARCH. DWGS FOR
TOP OF SLAB ELEVATIONS, SLAB SLOPES, AND EDGE OF SLAB DIMENSIONS.
04. SEE S0 SERIES FOR STRUCTURAL NOTES.
05. SEE S3 SERIES FOR COLUMN SCHEDULE AND DETAILS.
06. SEE S4 SERIES FOR FRAMING SECTIONS AND DETAILS. SEE S4101 FOR TYPICAL
COMPOSITE STEEL FRAMING DETAILS.
07. "SW#" INDICATES SHEAR WALLS. SEE S5 SERIES FOR ELEVATIONS AND DETAILS.
08. INDICATES MOMENT CONNECTION. SEE 01/S4102.
09. "EP##" INDICATES EMBED PLATE FOR BEAM TO WALL CONNECTION. SEE 02/S4102.
10. " " ON PLAN INDICATES STIFFENER PLATES EACH SIDE. SEE 04/S4102.
11. "BF#" INDICATES BRACED FRAME. SEE S6 SERIES FOR DETAILS AND ELEVATIONS.
12. "A=##K" INDICATES FACTORED AXIAL FORCE FOR CONNECTION DESIGN. VALUES
ARE TENSION OR COMPRESSION, WHICHEVER YIELDS WORST CASE CONNECTION.
8 16
2011.10.10D
LEGEND:
2-HOUR FIRE RESISTANCE RATED STRUCTURAL WALL. SEE ARCH. DWGS
FOR NON-STRUCTURAL FIRE RESISTANCE RATED WALLS.
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
01
02
03
04
05
06
07
1.1
2.1
3.1
21’-0"
21’-0"
21’-0"
21’-0"
8’-0"
13’-0"
11’-10 1/2"
9’-1 1/2"
8’-3"
2.2
7’-7"
2.3
11’-0"
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
D
B C D E F G H J A
21’-0" 21’-0" 21’-0"21’-0"21’-0"
A.1 B.1 C.1
21’-0" 8’-0" 13’-0"
COL. T1
STARTS
HAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
WHAN
GIN
G
COLU
MN
BELO
W
COLU
MN
STOPS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
CO
L.T2
ST
AR
TS
CO
L.T2
ST
AR
TSC
OL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
COL. T1
STARTS
COL. T2
STARTS
COL. T1
STARTS
11’-10 1/2" 9’-1 1/2"8’-3"
HAN
GIN
G
COLU
MN
BELO
W HAN
GIN
G
COLU
MN
BELO
W
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W24x55 (32)
R=35K
W14x22 (20)
R=25
K
W14x22 (20)
R=25
K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
W14x22 (20)
R=25
K
W16x40 (20)
R=20K
* *
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W24x68 (66)
R=45
K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W16x40 (20)
R=10K
W24x55 (32)
R=30K
W24x68 (66)
R=45
K
*
W40x149
(8) R=110K (9) (18)
(8)
R=10KW18x35
(12) (12)
W16x26
(14)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W12x19
(8)
R=10
K
W14x22 (20)
R=25
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
W16x26 (20)
R=10
K
W12x19
(8)
R=10KW16x26 (20)
R=10
K
T/SLAB=
+56’-4"
T/SLAB=
+54’-8"
SW4
NOTE 10
TYP.
BF3
BF2
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W14x22 (20)
R=35K
W12x19
(6)
R=10K
W12x19
(6)
R=10K
W12x72 (24)
R=20
K
W12x72 (24)
R=20
K
W40x431
(164)
R=260
K
W40x431
(164)
R=260
K
W40x431
(56)
R=160
K
R=50
KW
24x104
R=70
K
R=50
KW
24x104
R=70
K
R=70K W24x104 R=50K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K W16x26 (20)
R=20
K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K
W16x26 (20)
R=20
K
W24x55 (32)
R=35
K
W14x22 (20)
R=25K
W16x26 (20)
R=20
K
W12x19
(10)
R=10
K
W12x19
(10)
R=10
K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
W12x19
(10)
R=10K
R=100
K
R=210
KW
40x294
R=90
K (8)
R=100
KR
=210
KW
40x294
R=90
K (8)
*
W24x68 (66)
R=45K
W24x68 (66)
R=45K
W24x68 (66)
R=45K
W40x294
(8) R=90K
R=210K W40x294 R=100K
W40x294 R=100KR=210KW40x294
(8) R=90K
W24x55 (32)
R=30
K
W24x55 (32)
R=30
K
W24x55 (32)
R=30
K
W36x135 (32)
R=30
K
W16x26 (20)
R=10
K
W12x19
(8)
R=10K
*W
40x324
R=120
KR
=250
KW
40x324
R=90
K (8)
R=250
KW
40x324
R=90
K (8)
W40x324
R=120
K
R=250
KW
40x324
R=90
K (8)
W40x324
R=120
K
R=20K
R=15K
W18x35
W40x149 R=65K
(18) (18)
W40x149 (42)
R=40
K(8)
W40x294
R=100
K
W40x324
(8) R=90K
R=240K W40x324
R=150K
W36x135 R=45K
EP05
EP05
EP05
EP05
EP04
EP04
EP05
EP05
EP05
NOTE 09
TYP.
*
*
W14x22 (20)
R=25
K
DO
WN
BF4
BF6
BF6
SIM.
SIM. BF6
BF6 BF4
BF7
BF7
W40x324
(8)
(22)
W40x294
(22)
W40x294
(8)
W40x294
(8) W40x294
W40x294
(8) (22) W40x294 (22)
W14x53
(10)
W14x53
(10)
W14x53
(10)
W14x53
(10)
W18x55 (30) W18x55 (30)
W18x65
(30)
S4101
03
S4101
03
S4101
03
S4101
04
S4101
03
S4101
03
S4101
03
CONT. CONCRETE CURB
AT PERIMETER. SEE
03/S2101 FOR REINF.
S4101
07
S4101
04
S3101
05
S3101
05
S3101
05SIM.
S3101
05
SIM.
S4101
06
S4101
06
S4101
06
S4101
06
S5101
05
S5101
08
S5101
04
S5101
06
S5101
07
(22) (22)
(22) (22)
(22) (22)
(30) (40)
(30) (40)
(30) (80)
(34) (14) (30)
(40) (3
0)
(40) (3
0)
(40) (3
0)
(40) (3
0)
(40) (3
0)
S4104
11
TYP.
R=210K
(30) (40)
W40x294
*
R=100K
S4103
12
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
#5x6’-0"
@6"
SL
AB S
PA
N
NO
TE 0
1
SLAB SPAN
NOTE 01
SEE 12/S4104
SLAB SPAN
NOTE 01
SEE 12/S4104
SL
AB S
PA
N
NO
TE 0
1
SE
E 1
2/S
4104
S5101
15 TYP.
SIM.
S5101
15 SIM.
W40x294 A
=340
K
W40x294 A
=340
K
W24x68 (66)
R=45
K A
=340
K
EP05 A=250KA=250KA=250KA=250KA=250K
A=220K A=175K A=135K A=90K A=50K
A=100K A=250K A=250K A=250K A=250K A=250K A=250KA=100K
A=300K
A=300K
A=300K
A=50
KA
=50
KA
=50
KA
=50
K
W16x26 (22)
R=20
K A
=50
K
W16x26 (22)
R=20
K A
=50
K
A=50
K
W14x22 (20)
R=25
K
(9)
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=50K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=160K
W14x53
(10) R=15K
A=80K
W14x53
(10) R=15K
A=80KW
14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=160
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53
(10)
R=15
K
A=80
K
W14x53 (20)
R=25
K A
=80
K
W14x53 (20)
R=25
K A
=160
K
A=100
K
A=60
KA
=80
KA
=100
K
A=100
KA
=80
KA
=60
K
W18x55 (22)
R=60K A=220K
W18x65 (26)
R=60
K
A=480
K
METAL
STAIRS
(40)
W40x324
(30)
*
BF5
W40x294
(22)
(22)
BF4
STAIR PART OF A
SUBSEQUENT BID
PACKAGE
A=30K
A=30K
A=30K
W18x55 (24)
R=60K
W18x55 (20)
R=20K
EP02
W10x12
R=5
K W10x12
R=5
K
W10x12
R=5
K
W10x12
R=5
K
W8x10
R=5K
W8x10
R=5K
W10x12
R=5
K
W8x10 R=5K
W10x12
R=5K
W8x10
R=5
K
W10x12
R=5K
SEE 14/S4101
FOR FRAME
PART OF BID
PACKAGE 2
6" 6"
6" 6"
6" 6"6" 6"
6" 6"
6"
FLOOR DRAIN REINF.
PER 10/S4101 TYP.
ZONE FOR PLUMBING
PENETRATION (SLAB
CONTINUOUS) REINF.
PER 10/S4101
S1150
LEVEL 5FRAMING PLAN
2011.04.29A
B 2011.07.22
2011.08.05C
SEE S1150C
SEE S1150D
SE
E S
1150
B
SE
E S
1150
C
SE
E S
1150
A
SE
E S
1150
D
SEE S1150B
SEE S1150A
2011.10.10D
2011.10.190
2011.11.14E
2011.11.301
2011.12.092
E
C 2
010
RA
FA
EL VIN
OL
Y A
RC
HIT
ECTS
SHEET NUMBER :
SHEET TITLE :
ISSUE
SEAL & SIGNATURE
ISSUEDATENO.
ISSUENO.DATENO.
ISSUE ISSUE
PHASE :
DATEISSUE
RAFAEL VINOLY ARCHITECTS PC
ARCHITECT:
50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
D
C
B
A
1 2 3 4 5 6
BP BARBER & ASSOCIATES, INC.101 RESEARCH DRIVECOLUMBIA, SC 29202-1116
JAFFE HOLDEN ACOUSTICS, INC.
GRIMBALL-COTTERILL ASSOCIATES
COLUMBIA, SC 29205600 BELTLINE BOULEVARD
114A WASHINGTON STREETNORWALK, CT 06854-3007
COLUMBIA, SC 29201-5801
STRUCTURAL ENGINEER, MEP ENGINEER,
1501 MAIN STREET, FLOOR GSTEVENS & WILKINSON, SC
TEL: 803 765 0320 FAX: 803 254 6209
TEL: 203 838 4167 FAX: 203 838 4168
TEL: 803 738 9525 FAX:
TEL: 803 429 4028 FAX:
CIVIL ENGINEER, FIRE PROTECTIONENGINEER:
TELECOMMUNICATIONS, AUDIOVISUAL & ACOUSTICS:
LANDSCAPE ARCHITECT:
SURVEYOR:
HUGHES ASSOCIATES3610 COMMERCE DRIVE, SUITE 817BALTIMORE, MD 21227-1652TEL: 410 737 8677 FAX: 410 737 8688
BUILDING CODE:
ONE LUX STUDIO, LLC39 WEST 13TH. STREETNEW YORK, NY 10011TEL: 212 201 5792 FAX: 212 615 3700
LIGHTING DESIGNER
WILLIAM CARUSO & ASSOCIATES, INC.9200 E. MINERAL AVE., SUITE 320ENGLEWOOD, CO 80112TEL: 303 649 1600 FAX: 303 649 1660
FOOD & WASTE MANAGEMENT:
SIGNAGE & WAYFINDING:RAFAEL VINOLY ARCHITECTS PC50 VANDAM STREETNEW YORK, NY 10013TEL: 212 924 5060 FAX: 212 924 5858
SPECIFICATIONS:ROBERT SCHWARTZ & ASSOCIATES589 8TH. AVE., 17TH. FLOORNEW YORK, NY 10018TEL: 212 691 3248 FAX: 212 633 1613
KEY PLAN & NORTH SIGN
USC BUSINESS PARTNERSHIP FOUNDATION ON BEHALF OF USC CAMPUS PLANNING & CONSTRUCTION
743 GREENE STREETCOLUMBIA, SC 20298TEL: 803 777 4022 FAX: 803 777 0484
PROJECT NAME:
UNIVERSITY OF SOUTH CAROLINA
DARLA MOORE SCHOOL OF BUSINESS CONSTRUCTION
STRUCTURE
OSE PROJECT NUMBER:
H27-6069-AC-2
BID PACKAGE 2:
STRUCTURE
DECEMBER 9, 2011
KEY PLAN & NORTH SIGN
1/16" = 1’ - 0"
16 32
B C D E F G H J K L M N P Q R S A
21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0" 21’-0"
01
02
03
04
05
06
07
08
09
10
11
12
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0"
21’-0" 21’-0" 21’-0"
21’-0"
21’-0"
21’-0" 21’-0"