A304.pdf
PDF 477 KB Posted
- Attached to
- Building Masonry Repair at Quantico, Virginia
- Solicitation number
- 15DDHQ18Q00000171
About this file
Drawing A304
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFQ_Addendum_0006.pdf | ||
| RFQ_15DDHQ18Q00000171_Addendum_0005.pdf | ||
| RFQ_15DDHQ18Q00000171_Addendum_0004.pdf | ||
| RFQ_15DDHQ18Q00000171_Addendum_0003.pdf | ||
| QRFI_Masonry_Repair_Quantico_VA.pdf | ||
| A301.pdf | ||
| Request_for_Access_Form.pdf | ||
| A401.pdf | ||
| RFQ_15DDHQ18Q00000171.pdf | ||
| A302.pdf | ||
| A505.pdf | ||
| A303.pdf | ||
| A305.pdf | ||
| A402.pdf | ||
| A507.pdf | ||
| A503.pdf | ||
| A306.pdf | ||
| A508.pdf | ||
| A512.pdf | ||
| A504.pdf | ||
| A502.pdf | ||
| A509.pdf | ||
| A511.pdf | ||
| A513.pdf | ||
| A506.pdf |
Show all 25
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
Washington, D.C. 20009 Comm Number 7782 921A
1875 Connecticut Ave. NW Suite 600
SUPV
SUBMITTED BY
TITLE
CHKDRWN
CH ENGR
408 404 40504B
D/M/YR
D/M/YRAPPROVED
APPROVED
EFD FOR COMMANDER, NAVFAC
D/M/YR
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
CHESAPEAKE DIVISION, WASHINGTON D.C.
SCALE SPEC SHEET 21-92-0193 OF
SIZE CODE IDENT NO.
Drug Enforcement Administration Justice Training CenterQuantico, Virginia
F 80091 CONSTR. CONTR. NO.
NAVFAC DRWING NUMBER
N62477-92-C-0193
E.I.C. 403 40204
09A 401
LTR
REVISION
DESCRIPTION DATE APPRV'D.
MLM ACH
WMC CFK
CHIEF ARCHITECT
A304
3080616
GRAPHIC 72 339
ENLARGED
EXTERIOR ELEVATIONSSECTOR B
SECTOR A
SECTOR C
KEY PLAN
N
DORMITORY ELEVATION @ STUDENT ENTRY2
A304
DORMITORY ELEVATION @ LOUNGES1
A304
A501
D7 D7 4"
9' -4
9' -4
9' -4
0"
MEZZ. FLOOR
+317'-4"
GROUND FLOOR
+306'-0"
1ST FLOOR
+326'-8"
2ND FLOOR
+336'-0"
3RD FLOOR
+345'-4"
ROOF (L.P.)
+355'-2"
PENT. ROOF (L.P.)
+369'-4" +369'-4"
+355'-2"
ROOF (L.P.)
+345'-4"
3RD FLOOR
+336'-0"
2ND FLOOR
+326'-8"
1ST FLOOR
+306'-0"
GROUND FLOOR
+317'-4"
MEZZ. FLOOR
0"
9' -4
9' -4
9' -4
4"
PENT. ROOF (L.P.)
0"
0"
0"
0"
GRND FLR
+306'-0"
1ST FLR
+322'-0"
2ND FLR
+336'-0"
+350'-0"
PENT.
TOP OF STL
+364'-0"
D8 D9 1 28 A501
A501
A502
A501
GFRC
COLUMN
COVER
SF-23
CMU-5
MP-2
APC-1
LOUVER
MP-1
SHT-MET-3
COPING
MP-1
LOUVER
SHT-MET-3
COPING
BR-1
BR-2CMU-5
BR-2
W-4
MP-1
LOUVER
BR-1
W-4
APC-1
SF-4C
CMU-5
APC-1
APC-1
BR-2
BR-2
SF-14
SF-4B SF-4ABR-1 BR-2
APC-1
CMU-5
BR-2
SHT-MET-3
COPING
SHT-MET-3
COPING
W-4
W-5
A501
BR-1
(NOTE:
HEADER
COURSE
PATTERN
SHOWN IS
TYPICAL)
METAL
HANDRAIL
(NOTE:
BR-1
HEADER
COURSE
PATTERN
SHOWN IS
TYPICAL)
C.J.C.J. C.J. E.J.
PERFORATED ALUM. SOFFIT
METAL ROOF
MATERIALS LEGEND:
BRICK 1 (BR-1)
BRICK 2 (BR-2)
NOTES:
1. REFER TO ARCHITECTURAL FLOOR PLANS FOR WINDOW TYPE
DESIGNATIONS AND HORIZONTAL DIMENSIONS AND PLAN DETAILS.
2. REFER TO REFERENCED SECTIONS FOR ADDITIONAL VERTICAL
DIMENSIONS AND SECTIONAL DETAILS.
3. REFER TO MATERIALS LEGENDS FOR APPLICABLE FACE MATERIALS.
RUNNING BOND SOLDIER COURSE BRICK
SEE ELEVATION FOR BRICK TYPE
SPLIT FACED CONC. BLOCK (CMU-5) PRECAST CONC. (APC-1)
CORRUGATED METAL PANEL (MP-1)
METAL PANEL (MP-2)
LOUVER
1/4" = 1'-0"
5'2'1'0
CAST
STONE
CAST
STONE
SCALE MUST BE USED.
REDUCTION, GRAPHIC
IF DRAWING IS A
CAUTION:
SIM
SF-2
SF-29
SF-31
9' -1
0"
9' -1
0"
6' -8
RECORD DRAWING November 14, 2002
| Model |
| Layout1 |
File details come from the government source that posted it.