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- Solicitation number
- 36C77624R0107_1
About this file
This document is a set of architectural and structural drawings for the "Establish Radiation Oncology Program at SLVHCS" design-build project in New Orleans, Louisiana. The drawings provide detailed plans for the structural framing of the first floor, interstitial level 1, and interstitial level 2 of Building 2 for this project. Key details include the sizes and locations of structural steel beams, columns, and trusses, as well as reinforcement details for the concrete slabs. The drawings indicate this is a fully sprinklered facility and include notes related to fire proofing requirements for exposed structural elements. The overall project is being procured by the Department of Veterans Affairs Technology Acquisition Center Austin through Solicitation Number 36C77624R0107_1 for the "Establish Radiation Oncology Program at SLVHCS Design Build - New Orleans".
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ATTACHMENT I - STRUCTURAL
629-335 Establish Radiation and Oncology Program at SLVHCS
A
E
F
G
D
C
B
XA
H
F.9
A.5
AA02
AA.2
XD 01
XE
Y49
XC.5
23' - 10" 10' - 2" 22' - 10" 33' - 0" 33' - 0" 33' - 0" 33' - 0" 17' - 6" 15' - 6" 8' - 4" 24' - 8"
7°
7.5° 13' - 0 1/4"
82.5°
( 98' - 9" ) 16' - 6"
( 98' - 9" )
( 98' - 9" )
DP (TYP.)
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )
( 99' - 9" ) ( 99' - 9" )
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )
( 98' - 9" )( 98' - 9" )
( 99' - 9" )
4' - 4" 4' - 0"
2' - 11"
( 98' - 9" )
14' - 5 3/8"
9'
/8
( 98' - 9" )
( 98' - 9" )
0SB501
0SB501
0SB501
0SB501
0SB501
#6@9" O.C.
(TYP. TOP REINF.)
#5@12" O.C.
(TYP. BOTT. REINF.)
#6@9" O.C.
(14"X12' L)
TOP
FG ES
1'
/2
2'
CC
FG
ES
3' - 0" 3' - 0"
FG
ES
2' - 2" 10"
2' - 0 1/2"
ESFG
CC
CC10
2'
1'
1"
2' - 0" 1' - 0" 1' - 6" 1' - 6"
ES
FG
FG
ES
ES
ES
ES
1/
2" 2'
1/
2"
1'
1"
FG
CC
1"
2' - 11"
7' - 2 1/4"
1' - 0"
1' - 11"
1"
1'
1"
87' - 4"
1'
1"
3"
1"
1' - 11"
1' - 0"
FG
CC
FG
CC
FG
CC
FG
ES
FG
CC
13' - 8"
#6@9" O.C. x 4'-0"+HK TOP
TYP AT ALL DISCONT. SLAB EDGES
10" 5' - 0" 10"
4'
10" 5' - 0" 10"
4'
#6@9" O.C. EA. WAY TOP, TYP
#5@12" O.C. EA WAY BOT, TYP
#6@9" O.C. EA. WAY TOP, TYP
#5@12" O.C. EA WAY BOT, TYP
#6@9" O.C. x 4'-0"+HK TOP
TYP AT ALL DISCONT. SLAB EDGES
2- G
B
2- G
B
2-GB03 2-GB04
2- G
B
2- G
B
2- G
B
2- G
B
2-GB03 2-GB04
2- G
B
2- G
B
2- G
B
2- G
B
2-GB07
2- G
B
2- G
B
2-GB072-GB072-GB022-GB012-GB012-GB012-GB012-GB02
2-GB01 2-GB02 2-GB02
2-GB08 2-GB08 2-GB08 2-GB08 2-GB08
2-GB09
16.1
12.5
13.5
14.5
3'
13' - 2 1/4"
FG
CMU PARTITION
0SB501
10' - 2"
1'
5' - 11"
1' - 9"
3' - 2" 6' - 2" 7' - 11"
1'
/2
0SB501
SIM.
2- G
B
2- G
B
SIM
SIM
0SB501
0SB501
8' - 0 5/8"
7'
0SB501
AA.07
13.2
#6@10" O.C. EA. WAY TOP, TYP
#6@8" O.C. EA WAY BOT, TYP
PL
1' - 11" SIM.
1' - 11"
2'
/4
0SB501
0SB501
0SB501
8"
0SB501
8"
22' - 1"
0SB501
8"
0SB501
9"
1' - 11"
1" E
XP. JT.
0SB501
1'
Q D2 D1
E2 E1
F2 F1
G2 G1
A2
A4
A5
A1
A6
B1
C1 C2
B2
H
J1 J2
L
K
M1 M2 M3
P
N1 N2
A7
D3
E3
F3
R1
R4
R2 R3
A3
B3
PLAN
NORTH
B
A
D
C
E
O N
E
EI
G H
T
IN
C H
O
N E
FO
O
T O
N E
Q U
AR
TE
R
IN
C H
O
N E
FO
O
T O
N E
H A L
F
IN
C H
O
N E
FO
O
T
TH
R
EE
Q U
AR
TE
R S
IN
C
H
O N
E
FO
O T
TH
R
EE
IN
C H
ES
O N
E
FO
O T
O N
E
IN
C H
F
O R
TY
F
E E T
(1
0'
6"
6"
0'
0'
123456
F
B
A
D
C
E
F
O N
E
SI
X T
EE
N
TH
IN
C
H
O N
E
FO
O T
O N
E
AN
D O
N E
H
AL
F
IN
C H
ES
O N
E
FO
O T
6"
DATE
LOCATION
CHECKED DRAWN
PROJECT TITLE
APPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
REVISIONS: DATE
PROJECT NUMBER
DOCUMENT SET PACKAGE
DRAWING NUMBER
BUILDING NUMBER
NEW ORLEANS, LOUISIANA
BLDG 2 FIRST FLOOR FRAMING PLAN - AREA G
TMD IJPJuly 15, 2011
SLVHCS REPLACEMENT MEDICAL
CENTER PROJECT
DESMAN ASSOCIATES / PARKING
CODE CONSULTANTS, INC. / CODE CONSULTANT
THE SEXTANT GROUP / AV & ACOUSTICAL
HAMMER DESIGN ASSOCIATES / FOOD SERVICE
PYBURN & ODOM / ABATEMENT
TATA & HOWARD / TANK CONSULTANT
I.S.C. GROUP, INC. / IRRIGATION
DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE
FULLY SPRINKLERED
SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL
KORDA/NEMETH ENGINEERING / STRUCTURAL
BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE
ARCHITECTURAL ENGINEERING / PLUMBING
SCALES ASSOCIATES / FIRE PROTECTION
COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE
2SB101-G
2629-HS2-401
Department of
Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MAINTENANCE
EWP_5
1/8" = 1'-0"1
BLDG 2 FIRST FLOOR FRAMING
PLAN - AREA G
2SB101-F
2SB101-G
2S B
1-
F 2S
B
1- A
.3
2SB101-A.3
2SB101-A.4
2S B
1-
G 2S
B
1- A
.4
2SB101-A.4
3SB101-H
2S B
1-
G 3S
B
1- H
ALL FOUNDATION DRAWINGS WITH SB PREFIX IN EWP04 WERE REPLACED
BY THE SHEETS OF THE SAME NAME AND NUMBER FROM EWP05 EFFECTIVE
WITH ADDENDUM #5 TO EWP04.
1 ADDENDUM 1 8/24/11
3 ADDENDUM 3 - POST BID 12/2/11
5 BULLETIN 004.1 5/25/12
8 BULLETIN 009B 11/27/12
12 BULLETIN 012B 3/6/13
'-1
/8
R
F I
1'-9 1/8"
RFI 2274
'-9
/8
8 5/8"
RFI 2274
No break in Curb
1'-9 1/8"
2'-1 3/8"
E L
E V
'-2
8"
RFI 2274
8" wide
ELEV=100'-2"RFI 2274
2'-0"
1'-0" wide
RFI 2274
6'-0"
ELEV=101'-1 5/8"
RFI 2274
1'-5" 4'-8 3/4"
3'-10 3/8"
8'-2 3/4"
RFI 2274
ELEV=110'-2"
Width=8 5/8"
RFI 2274
1'-9 1/8"
RFI 2274.1
E
F
G
D
C
B
XA
H
F.9
A.5
AA
AA.2
XD
W 6X
W 6X
W 6X
W 6X
W 6X
W 6X
W 6X
W 6X
W 6X
W 6X
W 6X
W6X9
W6X9
W 6X
W 6X
W 6X
W 6X
W6X9 W6X9
W6X9W6X9 W6X9W6X25 W6X9W6X9
W6X9
W6X9
W 6X
W 6X
W6X9
W 6X
W6X9 W6X9 W6X9
XE
Y49
XC.5
23' - 10" 10' - 2" 22' - 10" 33' - 0" 33' - 0" 33' - 0" 33' - 0" 17' - 6" 15' - 6" 8' - 4" 24' - 8"
7°
82.5°
13' - 0 1/4"
82.5°
13' - 0 1/4"
2T1 2T1 2T1 2T1 2T1 2T1
2T
2T
2T
2T
2T
2T
2T1 2T1 2T112T1
0SF502
SIM.
0SF502
TYP.
0SF502
SIM.
0SF502
SIM.
16.1
12.5
13.5
14.5
PH (TYP.)
11A
0SF501
0SF501
0SF501
11A
0SF501
0SF501
TYP
TYP
TYP
1'
1'
1'
AA.07
13.2
1' - 6 1/4" 1' - 7"
7'
/2
2' - 3 3/4"
1' - 0"
1' - 0" 1' - 0" 1' - 0"
W6X9 W6X9
1' - 2" 1'
1'
" 1' - 2"
1' - 9 5/8"
1' - 2"7' - 3" 8' - 3" 6' - 3" 6' - 3" 6' - 2" 6' - 5"
1' - 2"
1' - 2"
1'
1'
1'
6'
THIS AREA HAS BEEN DELETED
FOR VE. THE DELETION WILL BE
ISSUED IN A FUTURE BULLETIN.
Q D2 D1
E2 E1
F2 F1
G2 G1
A2
A4
A5
A1
A6
B1
C1 C2
B2
H
J1 J2
L
K
M1 M2 M3
P
N1 N2
A7
D3
E3
F3
R1
R4
R2 R3
A3
B3
PLAN
NORTH
B
A
D
C
E
O N
E
EI
G H
T
IN
C H
O
N E
FO
O
T O
N E
Q U
AR
TE
R
IN
C H
O
N E
FO
O
T O
N E
H A L
F
IN
C H
O
N E
FO
O
T
TH
R
EE
Q U
AR
TE
R S
IN
C
H
O N
E
FO
O T
TH
R
EE
IN
C H
ES
O N
E
FO
O T
O N
E
IN
C H
F
O R
TY
F
E E T
(1
0'
6"
6"
0'
0'
123456
F
B
A
D
C
E
F
O N
E
SI
X T
EE
N
TH
IN
C
H
O N
E
FO
O T
O N
E
AN
D O
N E
H
AL
F
IN
C H
ES
O N
E
FO
O T
6"
DATE
LOCATION
CHECKED DRAWN
PROJECT TITLE
APPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
REVISIONS: DATE
PROJECT NUMBER
DOCUMENT SET PACKAGE
DRAWING NUMBER
BUILDING NUMBER
NEW ORLEANS, LOUISIANA
BLDG 2 INTERSTITIAL 1 FRAMING PLAN - AREA
G
TMD IJPJuly 15, 2011
SLVHCS REPLACEMENT MEDICAL
CENTER PROJECT
DESMAN ASSOCIATES / PARKING
CODE CONSULTANTS, INC. / CODE CONSULTANT
THE SEXTANT GROUP / AV & ACOUSTICAL
HAMMER DESIGN ASSOCIATES / FOOD SERVICE
PYBURN & ODOM / ABATEMENT
TATA & HOWARD / TANK CONSULTANT
I.S.C. GROUP, INC. / IRRIGATION
DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE
FULLY SPRINKLERED
SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL
KORDA/NEMETH ENGINEERING / STRUCTURAL
BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE
ARCHITECTURAL ENGINEERING / PLUMBING
SCALES ASSOCIATES / FIRE PROTECTION
COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE
2SF101i-G
2629-HS2-401
Department of
Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MAINTENANCE
EWP_5
1/8" = 1'-0"A
INTERSTITIAL 1 FRAMING PLAN
AREA G
1SF101i-F 1SF101i-G
1 ADDENDUM 1 8/24/11
2 ADDENDUM 2 8/24/11
3 ADDENDUM 3 - POST BID 12/2/11
5 BULLETIN 004.1 5/25/12
8 BULLETIN 009B 11/27/12
12 BULLETIN 012B 3/6/13
RFI 00069
SEE RFI-100 FOR ADDITIONAL
DIMENSION CLARIFICATION
SEE RFI-100 FOR
ADDITIONAL FRAMING
RFI-1044: Per detail 11/0SF501, there should be W6x9's along grid line
RFI-1053 for Dimension Clarification
RFI-1053 for Dimension Clarification
RFI 02989: All trusses that pass through the interior of the building at the interstitial deck, on all floors, are required to have DBA's welded to both sides of the bottom chord of the truss similar to detail 10/0SF502.
RFI 05095.1: All beams exposed in Service Bays need to be fireproofed
E
F
G
D
C
B
XA
H
F.9
A.5
AA
AA.2
XD
XF
XE
5" S
EISMIC EXP. JT.
Y49
XC.5
23' - 10" 10' - 2" 22' - 10" 33' - 0" 33' - 0" 33' - 0" 33' - 0" 17' - 6" 15' - 6" 8' - 4" 24' - 8"
7°
82.5°
13' - 0 1/4" 13' - 10 1/4"
2T1 2T1 2T1 2T1 2T1 2T1
2T
2T
2T
2T
2T
2T
2T1 2T1 2T11
STAIR
STG-03
W
X
W
X
W
X
W
X
W24X131 W24X131
W
X
W
X
W
X
W
X
(2
6)
W
X
(4
2) W
X
(4 2)
W
X
(3
4)
W
X
(3
0) W
X
(2 6)
W
X
(3
0) W
X
(4 8)
W
X
W
X
W
X
W
X
W
X
W
X
(3
2) W
X
(3 6)
W
X
(3
2)
W24X68 W24X55
W21X44 (24) W21X44 (24) W21X48 (32) W21X44 (24)
W24X131 W24X131 W24X131 W24X131
W21X44 (26)
W24X131
W24X55
W24X55 (30)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W21X48 (32)
W21X48 (32)
W21X48 (32)
W21X44 (26)
W21X48 (32)
W21X48 (32)
W24X55 (30)
W24X55 (26)
W21X44 (26)
W16X26
W16X26
W16X26
W21X44 (24)
W21X44 (24)
W21X44 (22)
W21X44 (26)
W21X44 (26)
W21X44 (26)
W21X44 (24)
W21X44 (26)
W21X44 (26)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W24X55 (30)
W24X55 (26)
W21X44 (26)
W21X44 (24)
W21X44 (24)
W21X44 (18)
W21X44 (26)
W21X44 (26)
W24X68
W21X50 (28)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W24X55 (30)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (24)
W21X44 (22)
W21X44 (24)
W
X
(3 8)
W
X
(3 8)
W12X16
W12X16
W18X40 (20)
W21X44 (34)
W18X35 (18)
W18X35 (18)
W18X35 (18)
W16X26 (16)
W16X26 (16)
W16X26 (16)
W16X26 (16)
W16X26 (16)
W16X26 (16)
W24X104
W24X55
W24X55
W
X
(1 8)
W12X16
W12X16
W12X16
W
X
W
X
W
X
(1 4)
W16X26 (24)
W
X
(6
W
X
(6
W8X10
W12X14 (13)
W
X
W
X
W16X26 (16)
W16X26 (16)
W16X26 (16)
C
X
.7 (3
/2
W24X55
W
X
8"
W16X26 (-8")
W16X26 (-8")
W16X26 (-8") W24X55 (-8")
W24X55 (-8")
W24X55 (-8")
W21X44 (24)
2T1
W8X10
W12X14
W12X14
W12X14
W12X14
W12X14
W12X14
W12X16
W12X16
W12X16
W12X16
W12X16
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W24X55 (30) W24X55 (30) W24X55 (30)
W21X50 (30) W21X44 (18)
W16X26 (16) W16X26 (10)
W
X
(1 0)
W
X
(1 0)
CP CP
CP
CP
C
X
.9 (5
/2
C15X33.9 (5 1/2")
C
X
.9 (5
/2
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W 8X
W 8X
W
8X
W24X55
W24X55
W24X104
W
X
W
X
W12X16
W
X
W
X
W12X16
1'
2L4X3X1/4LLBB
TYP
W8X10
W
X
W
X
W16X26 (-8")W24X55 (-8")
10' - 0"
W16X26 (-8")W24X55 (-8")
W16X26 (-8")W24X55 (-8")
W16X26 (-8")W24X55 (-8")
MRI PATH (TYP.)
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W21X44 (24)
2T44 2T27 2T28
2T44 2T52
W
X 16W8X10
W
X
W
X
W24X55 (30)W24X55 (30)
W24X131 W24X131
DLW24X117 W24X117
W21X44 (22) W21X44 (18)
W
X
1'
2'
4' - 4"
W10X12
H S
S 4X
2X 1/
LS
V
16.1
W24X84
W12X19
W
X
(2 8)
W16X26 (12)
W
X
W
X
(2 1)
W12X26
T R
U S
S
T R
U S
S
PR
W
X
W12X26
W12X26
M C
X
.6
MC12X10.6
W
X
W12X26
12.5
13.5
14.5
PH (TYP.)PH (TYP.)
3#7 PR
3#
P R
3#7 PR
ES
3#7 PR
3#7 PR
3#
P R
3#
P R
3#7 PR
3#7 PR
3#
P R
3#
P R
8A
0SF502
0SF502
0SF501
SIM.
0SF501
8" SLAB
DEPRESSION
0SF503SIM
18'
6'
6'
5'
6'
16' - 7" 4' - 8" 11' - 9"
8' - 5" 9' - 1" 15' - 6" 16
5' - 9"
1 1
7.1
0SF501
0SF502
3'
OSF501
SEE
TYP.
7.2
0SF501
AA.07
4'
3'
9' - 6"
13.2
7'
/2
5'
/2
5'
/2
5'
/2
2' - 3 3/4" 15' - 6 1/4"
1' - 2"
1'
8'
8'
8'
6'
9'
18' - 8" 6' - 5"
1'
6'
8'
12' - 2"
8' - 10"
3'
/8
6'
5' - 0 1/4" 2' - 8" 11' - 9 1/4" 2' - 8"
1' - 0"
1'
0SF506
0SF506
0SF506
1'
1' - 0"
SIM.
1' - 0" 1' - 0"
1' - 0"
15C
2SF504
15A
2SF504
15A
2SF504
15A
2SF504
15A
2SF504
0AS595
SIM.
2'
/2
24' - 5"
3/8" BENT PL.
1'
/2
1' - 0"
8 3/8"
3'
/4
1' - 0 3/8"
1/2
1' - 2" 15' - 8" 1' - 2"
3' - 0" 4' - 0"
11"
1'
1'
Q D2 D1
E2 E1
F2 F1
G2 G1
A2
A4
A5
A1
A6
B1
C1 C2
B2
H
J1 J2
L
K
M1 M2 M3
P
N1 N2
A7
D3
E3
F3
R1
R4
R2 R3
A3
B3
PLAN
NORTH
B
A
D
C
E
O N
E
EI
G H
T
IN
C H
O
N E
FO
O
T O
N E
Q U
AR
TE
R
IN
C H
O
N E
FO
O
T O
N E
H A L
F
IN
C H
O
N E
FO
O
T
TH
R
EE
Q U
AR
TE
R S
IN
C
H
O N
E
FO
O T
TH
R
EE
IN
C H
ES
O N
E
FO
O T
O N
E
IN
C H
F
O R
TY
F
E E T
(1
0'
6"
6"
0'
0'
123456
F
B
A
D
C
E
F
O N
E
SI
X T
EE
N
TH
IN
C
H
O N
E
FO
O T
O N
E
AN
D O
N E
H
AL
F
IN
C H
ES
O N
E
FO
O T
6"
DATE
LOCATION
CHECKED DRAWN
PROJECT TITLE
APPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
REVISIONS: DATE
PROJECT NUMBER
DOCUMENT SET PACKAGE
DRAWING NUMBER
BUILDING NUMBER
NEW ORLEANS, LOUISIANA
BLDG 2 SECOND FLOOR FRAMING PLAN -
AREA G
TMD IJPJuly 15, 2011
SLVHCS REPLACEMENT MEDICAL
CENTER PROJECT
DESMAN ASSOCIATES / PARKING
CODE CONSULTANTS, INC. / CODE CONSULTANT
THE SEXTANT GROUP / AV & ACOUSTICAL
HAMMER DESIGN ASSOCIATES / FOOD SERVICE
PYBURN & ODOM / ABATEMENT
TATA & HOWARD / TANK CONSULTANT
I.S.C. GROUP, INC. / IRRIGATION
DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE
FULLY SPRINKLERED
SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL
KORDA/NEMETH ENGINEERING / STRUCTURAL
BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE
ARCHITECTURAL ENGINEERING / PLUMBING
SCALES ASSOCIATES / FIRE PROTECTION
COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE
2SF102-G
2629-HS2-401
Department of
Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MAINTENANCE
EWP_5
1/8" = 1'-0"1
BLDG 2 SECOND FLOOR FRAMING
PLAN - AREA G
2SF102-F
2SF102-G
2S F
2-
F 2S
F
2- A
.3
2SF102-A.3
2SF102-A.4
2S F
2-
G 2S
F
2- A
.4
2SF102-A.4
3SF102-H
2S F
2-
G 3S
B
2- H
1 ADDENDUM 1 8/24/11
2 ADDENDUM 2 8/24/11
3 ADDENDUM 3 - POST BID 12/2/11
5 BULLETIN 004.1 5/25/12
8 BULLETIN 009B 11/27/12
12 BULLETIN 012B 3/6/13
13 BULLETIN 012C 4/8/13
THE PERIPHERAL REINF. WAS SHOWN
INCORRECTLY IN BULLETIN 012B. IT HAS
BEEN CORRECTED IN BULLETIN 012C.
PR
RFI 00060
RFI 01185 Tube Steel Spacing
RFI 01185 Tube Steel Spacing
RFI 01185 Tube Steel Spacing
RFI 01631 Stair 2M06 Relocated
Prebid RFI EWP-08-3003: Depressed Slab, See sketch RFI EWP-08-3003 Sketch - 2AI427
RFI 02200 Slab recess for MRI to extend to the Gridline 14 see attached sketch
RFI 3467: Slab Infill fix
RFI 07810: All structural beams and interstitial pipe hangers shown in green need Fireproofing
E
F
G
D
C
B
XA
H
F.9
A.5
AA
AA.2
XD
W X
W
X
W
X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W6X9 W6X9
W6X9
W6X9
W6X9 W6X9
W6X9W6X9 W6X9W6X25 W6X9W6X9
W6X9
W6X9
W X
W X
W6X9
W X
W X
XE
23' � 10" 10' � 2" 22' � 10" 33' � 0" 33' � 0" 33' � 0" 33' � 0" 17' � 6" 15' � 6" 8' � 4" 13' � 8" 11' � 0"
17' � 4 7/16" 13' � 0 1/4"
82.5°
2T2 2T2 2T2 2T2 2T2 2T2
T
T
T
T
T
T
2T2 2T2 2T122T2
PH
(TYP.)
0SF502
0SF502
TYP.
0SF502
SIM.
0SF502
SIM.
16.1
12.5
13.5
14.5
PH (TYP.)
9' � 3" 7' � 3" 8' � 3"
11"
1' � 9 11/16"
6' � 5 5/16" 1' � 11"
7' � 11 5/16" 8' � 0 11/16" 7' � 10"
11A
0SF501
0SF501
0SF501
11A
0SF501
0SF501
TYP
TYP
TYP
AA.07
13.2
1' � 7" 5' � 1 3/4" 6' � 3" 6' � 3" 6' � 2" 6' � 5" 7' � 11"
/2
2' � 3 3/4" 5
1' � 0" 1' � 0" 1' � 0"1' � 0"
Q D2 D1
E2 E1
F2 F1
G2 G1
A2
A4
A5
A1
A6
B1
C1 C2
B2
H
J1 J2
L
K
M1 M2 M3
P
N1 N2
A7
D3
E3
F3
R1
R4
R2 R3
A3
B3
PLAN
NORTH
B
A
D
C
E
O N
E
EI
G H
T
IN
C H
O
N E
FO
O
T O
N E
Q U
AR
TE
R
IN
C H
O
N E
FO
O
T O
N E
H A L
F
IN
C H
O
N E
FO
O
T
TH
R
EE
Q U
AR
TE
R S
IN
C
H
O N
E
FO
O T
TH
R
EE
IN
C H
ES
O N
E
FO
O T
O N
E
IN
C H
F
O R
TY
F
E E T
(1
0'
6"
6"
0'
0'
123456
F
B
A
D
C
E
F
O N
E
SI
X T
EE
N
TH
IN
C
H
O N
E
FO
O T
O N
E
AN
D O
N E
H
AL
F
IN
C H
ES
O N
E
FO
O T
6"
DATE
LOCATION
CHECKED DRAWN
PROJECT TITLE
APPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
REVISIONS: DATE
PROJECT NUMBER
DOCUMENT SET PACKAGE
DRAWING NUMBER
BUILDING NUMBER
NEW ORLEANS, LOUISIANA
BLDG 2 INTERSTITIAL 2 FRAMING PLAN - AREA
G
TMD IJPJuly 15, 2011
SLVHCS REPLACEMENT MEDICAL
CENTER PROJECT
DESMAN ASSOCIATES / PARKING
CODE CONSULTANTS, INC. / CODE CONSULTANT
THE SEXTANT GROUP / AV & ACOUSTICAL
HAMMER DESIGN ASSOCIATES / FOOD SERVICE
PYBURN & ODOM / ABATEMENT
TATA & HOWARD / TANK CONSULTANT
I.S.C. GROUP, INC. / IRRIGATION
DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE
FULLY SPRINKLERED
SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL
KORDA/NEMETH ENGINEERING / STRUCTURAL
BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE
ARCHITECTURAL ENGINEERING / PLUMBING
SCALES ASSOCIATES / FIRE PROTECTION
COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE
2SF102i-G
2629-HS2-401
Department of
Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MAINTENANCE
EWP_5
1/8" = 1'�0"A
INTERSTITIAL 2 FRAMING PLAN
AREA G
2SF102i�F
2SF102i�G
1 ADDENDUM 1 8/24/11
2 ADDENDUM 2 8/24/11
3 ADDENDUM 3 � POST BID 12/2/11
5 BULLETIN 004.1 5/25/12
8 BULLETIN 009B 11/27/12
17' - 4 7/16" per RFI-535
13' - 0 1/4" per RFI-535
RFI-1053 for Dimension Clarification
RFI-1053 for Dimension Clarification
RFI-1053 for Dimension Clarification
RFI 02989: All trusses that pass through the interior of the building at the interstitial deck, on all floors, are required to have DBA's welded to both sides of the bottom chord of the truss similar to detail 10/0SF502.
RFI 05095.1: All beams exposed in Service Bays need to be fireproofed
RFI 05095.1: All beams exposed in Service Bays need to be fireproofed
File details come from the government source that posted it. Updated .