Riser Locations_N2 East.pdf
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- Solicitation number
- 36C25624R0116
About this file
This document appears to be an architectural drawing for the Riser Locations of East Building 7 in a construction project. The drawing provides detailed information on the elevations and dimensions of various building features, including the machine room, penthouse, and concrete stairs. It also includes notes on building materials, joint locations, and references to other related drawings. While this document does not contain information about a specific federal contract opportunity, it provides technical details that could be relevant to understanding the construction requirements for the overall project.
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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"
1.1
0 N.A.V.D.
98' - 8"
07 - L4 157' - 0"
07 - L4.5 PARAPET
182' - 8"
07 - MACHINE RM
199' - 2"
F6
R-7AS301-N2
07 - STACKS
232' - 2"
F6
R-7AS315
F4
R-7AS311
F5
R-7AS311
F1
R-7AS312
K
F5
R-7AS315
07 - MACHINE RM
PARAPET
202' - 2"
07 - PENTHOUSE
PARAPET
216' - 2"
CONCOURSE BEYOND;
SEE BUILDING 3 DRAWINGS
2 BEYOND
STAGING PLATFORM
COOLING TOWERS BEYOND;
SEE MECHANICAL DRAWINGS
8'
0"
08 90 00 - LOUVER
BEYOND
FIRE
DEPARTMENT
CONNECTION;
SEE 7FX101-N2
F6
R-7AS313
HOSE VALVE DRAIN; SEE
FIRE PROTECTION
DRAWINGS
D1
R-7AS313
STACKS BEYOND
2' - 0"
BLAST PRESSURE AREA G
2'
6" 2'
6"
2'
6"
WALL
DEFLECTION
JOINT, TYPICAL
07 - L3.5 152' - 8"
07 - L4.5 178' - 8"
Y13
Y11
Y9
Y8
Y6
Y4
Y2
07 - L4 157' - 0"
07 - L4.5 PARAPET
182' - 8"
F6
R-7AS301-N1
4'
0"
R-7AS501
C2
SIM
R-7AS313
F5
C6
R-7AS313
R-7AS313
F505 50 00 - STEEL
LADDER
2'
6"
WALL DEFLECTION
JOINT, TYP.
2'
6"
WALL
DEFLECTION
JOINT, TYP.
WALL DEFLECTION JOINT
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
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D
C
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VA FORM 08-6231
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F
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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-7AS202
BLDG 7 EAST 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
1/8" = 1'-0"F6 BLDG 7 EAST ELEVATION
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
1/8" = 1'-0"B6 EAST ELEVATION AT L3.5 SERVICE SIDE
4 BULLETIN 010A 12/3/2012
RFI-04372.1 : Conduit Housing Penetration Detail
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