Riser Locations_N1-N2 South.pdf
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- Solicitation number
- 36C25624R0116
About this file
This document appears to be a set of architectural drawings titled "Riser Locations_N1-N2 South.pdf" that provide details on the elevations and dimensions for Building 7 of a healthcare facility project. The drawings show the layout and specifications for various building elements such as levels, machine rooms, penthouses, and parapet walls, along with associated measurements.
The related federal contract opportunity is for the expansion of security cameras at a location in New Orleans, Louisiana, under solicitation number 36C25624R0116 issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16. This appears to be a separate procurement not directly related to the architectural drawings provided.
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Text version
07 - L1 100' - 0"
07 - L2 122' - 8"
07 - L3 140' - 0"
07 - L3.5 152' - 8"
07 - L3.5M 166' - 8"
07 - L4.5 178' - 8"
XA
A
J
K
L
M
N
P
Q
R
S
T
U
V
W
X
Y
Z
H
0 N.A.V.D.
98' - 8"
07 - L4 157' - 0"
07 - L4.5 PARAPET
182' - 8"
07 - MACHINE RM
199' - 2"
F6
R-7AS302
F6
R-7AS303
07 - PENTHOUSE
212' - 4"
07 - STACKS
232' - 2"
7A S2
-N
7A
S2
-N
07 - MACHINE RM
PARAPET
202' - 2"
07 - PENTHOUSE
PARAPET
216' - 2"
F2
R-7AS310
F6
R-7AS311
BEYOND
BEYOND
BEYOND
07 - L1 100' - 0"
07 - L2 122' - 8"
07 - L3 140' - 0"
07 - L3.5 152' - 8"
07 - L3.5M 166' - 8"
07 - L4.5 178' - 8"
07 - L4 157' - 0"
YD
YC
YB
YA
07 - L4.5 PARAPET
182' - 8"
07 - MACHINE RM
199' - 2"
07 - PENTHOUSE
212' - 4"
07 - STACKS
232' - 2"
F6
R-7AS310
07 - MACHINE RM
PARAPET
202' - 2"
07 - PENTHOUSE
PARAPET
216' - 2"
YB.9
4 4
F4
R-7AS310
F3
R-7AS310
NTATE OF LO U I I A
A
R TEG I ST ERE D A RCH I T EC
S
REG. NO. 3454M EARK J. R I PPL
S
N1 N2
PLAN
NORTH
DATE
LOCATION
CHECKED DRAWN
PROJECT TITLE PROJECT NUMBER
DOCUMENT SET PACKAGE
DRAWING NUMBERAPPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
REVISIONS: DATE
B
A
D
C
E
VA FORM 08-6231
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( 1
0'
6"
6"
0'
0'
123456
F
B
A
D
C
E
F
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AL
F
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C H
E S
O N
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FO
O T
6"
BUILDING NUMBER
SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL
KORDA/NEMETH ENGINEERING / STRUCTURAL
BR+A CONSULTING ENGINEERS / MECH & ELEC
ARCHITECTURAL ENGINEERING / PLUMBING
SCALES ASSOCIATES / FIRE PROTECTION
COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE
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
NEW ORLEANS, LOUISIANA
R-7AS201
BLDG 7 SOUTH ELEVATION
MR KT, AMDecember 3, 2012
7629-HS2-401SLVHCS REPLACEMENT MEDICAL
CENTER PROJECT
Department of Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
EWP_06
CONSTRUCTION DOCUMENTS 1
FULLY SPRINKLERED
1/16" = 1'-0"E6 BLDG 7 SOUTH ELEVATION COMPOSITE
MATERIAL TYPES
GLAZING TYPES
SYMBOLS LEGEND
GLAZING
METAL PANEL
PRECAST CONCRETE PANEL
EXTERIOR MATERIALS LEGEND
DIMENSION NOTES
1. ALL DIMENSION STRINGS FROM C/L OF JT. TO C/L OF JT.
EXCEPT AT ENDS OF EXTERIOR WALL. & U.N.O.
2. REFER TO PLANS FOR WINDOW LOCATIONS IN METAL
PANEL. REFER TO ELEVATIONS & DETAILS FOR
LOCATIONS OF JOINTS IN THESE SYSTEMS.
MECHANICAL LOUVER.
O.D OVERFLOW DRAIN (SECONDARY)
O.S OVER FLOW SCUPPER
O M.E.P. FP PENETRATIONS THROUGH
ENCLOSURE
EXIT EXIT LIGHT
IG-01 INSULATED LAMINATED VISION
CURTAINWALL OR LOUVER TYPE
INDICATOR. SEE SHEETS 7AS210-7AS217
OR 7AS218-7AS220 FOR INFORMATION
X
GENERAL NOTES
REFER TO EXTERIOR BLAST DYNAMIC LOADS
SPECIFICATION FOR DESIGNATED AND TYPICAL BLAST
PRESSURE AREA LOADS
REFER TO 09 06 00 - SCHEDULE FOR FINISHES FOR
"EXTC- " DESIGNATIONS
ELEVATION KEYNOTES
1.
2.
3.
4.
5.
6.
WALL TYPE MP-1B: METAL PANEL, EXTC-2
WALL TYPE MP-2: INSULATED-CORE METAL PANEL,
EXTC-1
WALL TYPE PC-5: PRECAST ARCHITECTURAL
CONCRETE. SEE SHEETS 7AS507 TO 7AS520.
08 44 13 - GLAZED ALUMINUM CURTAIN WALL.
SEE SHEETS 7AS210 TO 7AS217. EXTC-3 FOR
MULLIONS, IG-01 FOR GLASS.
LOUVER. SEE SHEETS 7AS218 TO 7AS220. EXTC-2
FOR LOUVERS AND FRAMES.
03 30 00 - CAST-IN-PLACE CONCRETE WITH GROUT
CLEAN FINISH AND SEALER.
1.
2.
SHEATHING DEFLECTION JOINT.
SEE SHEET 7AS527
4 BULLETIN 010A 12/3/2012
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