PW6860_S102 - South Concrete Pad Framing Plan Details and Notes.pdf
PDF 243 KB Posted
- Attached to
- Concert Chiller Pads
- Solicitation number
- N0017326P5609
About this file
This is a technical drawing document for a chiller support concrete pad at the Naval Research Laboratory Building A69. The drawing presents a plan view and cross-sectional view of the concrete pad design, identified as project number PW 6860.
The plan view shows an 11'-0" by 11'-0" concrete pad layout with dimensions and structural details. The cross-section view (scaled 1" = 1'-0") illustrates the pad's composition, including an 6"x4" #2 x 5.5 welded wire fabric mesh positioned 2 inches from the bottom, centered to slab, with 8 inches minimum cover. The pad includes specifications for concrete top elevation to be determined on site, coordination with mechanical drawings (M-101) for concrete pad location, concrete to comply with ASTM C150 specifications with air entrainment for exterior concrete exposure, and steel welded wire fabric mesh conforming to ASTM A185. The document includes a title block identifying it as a controlled unclassified information document from the U.S. Naval Research Laboratory with Drawing Code 3331 and reference PW 6860.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CHILLER SUPPORT CONCRETE PAD PLAN1
2 SECTION
C H
IL
LE
R P
A D
O U
TS
ID
E A
P
W
B U
IL
D
IN
G
A
C H
IL
LE
R P
A D
N A
V A
L R
E S
E A
R C
H L
A B
O R
A
TO
R Y
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text NOTES: 1. COORDINATE WITH MECHANICAL DRAWING (M-101) FOR COORDINATE WITH MECHANICAL DRAWING (M-101) FOR CONCRETE PAD LOCATION. 2. TOP OF CONCRETE PAD ELEVATION TO BE DETERMINED ON SITE. TOP OF CONCRETE PAD ELEVATION TO BE DETERMINED ON SITE. 3. MINIMUM OF CONCRETE STRENGTH 4000 PSI NORMAL WEIGHT MINIMUM OF CONCRETE STRENGTH 4000 PSI NORMAL WEIGHT CONCRETE WITH 6% AIR ENTRAINMENT FOR EXTERIOR CONCRETE. 4. STEEL WELDED WIRE FABRIC MESH SHALL CONFORM ASTM A185. STEEL WELDED WIRE FABRIC MESH SHALL CONFORM ASTM A185.
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 4"
AutoCAD SHX Text
VARIES (2" MIN)
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 11'-0"x5'-0" CONC PAD SEE PALN
AutoCAD SHX Text 6"x6"-W2.0x2.0 WELDED WIRE FABRIC (WWF) CENTERED TO SLAB
AutoCAD SHX Text
TOP OF GRADING - VARIES
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 8"
AutoCAD SHX Text
NAVAL RESEARCH LABORATORY
AutoCAD SHX Text
DISTRICT OF COLUMBIA
AutoCAD SHX Text
PW 6860
AutoCAD SHX Text
NRL CODE 3531
AutoCAD SHX Text March 7, 2025
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text PROJECT TEAM LEAD - Daniel Ebert
AutoCAD SHX Text
CODE 3531 ENGINEERING - XXX
AutoCAD SHX Text
DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHOP NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NRL PW NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
DES:
AutoCAD SHX Text
DRW:
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
CHK:
AutoCAD SHX Text
SATISFACTORY TO
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
A/E INFO
AutoCAD SHX Text
OF
AutoCAD SHX Text
CONTROLLED UNCLASSIFIED INFORMATION
AutoCAD SHX Text
WX
AutoCAD SHX Text
WX
AutoCAD SHX Text
WX
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONTROLLED UNCLASSIFIED INFORMATION
| Sheets and Views |
| S1 |
File details come from the government source that posted it. Updated .