A503.pdf
PDF 960 KB Posted
- Attached to
- Building Masonry Repair at Quantico, Virginia
- Solicitation number
- 15DDHQ18Q00000171
About this file
Drawing A503
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 | ||
| A306.pdf | ||
| A508.pdf | ||
| A512.pdf | ||
| A304.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
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8"
7"
MI
N.
EQ
LIT
ES
=8
1/ 2"
8' -0
1'-
6"
2' T
OP
O F
ST
L
BE
AM
2'-0" 9 5/8"
2'-6"
1'-6"2"10"
6"
6" 6"
6" 0"
1'-6"
15'-0"
4' -8
8' -8
M.
O.
2' -8
1'-
3"
2' -8
EQ
LIT
ES
=8
8"
2' -8
3' -6
2'-1"
1'- 4" T O
LP
T.
7"
H
PT
EQ
LIT
ES
=1
1'- 4"
1'-0"
2'-0"1'-6" 2"
10"
0" T
OP
O F
ST
L
BE
AM
2' -8
EQ
LIT
ES
=8
-8
2' -8
4"
B C)
1'- 4" (2 S
C) 4"
0"
6' -1
1/
6"
1'-0"6"
1'-6"
0"
6' -8
1" M
IN
CO
NC
RE
TE
F
ILL
WALL SECTION3
A503
BB
PLAZA DECK
322'-0"
APC-1
STAINLESS STEEL PIPE & CABLE
RAILING SYSTEM. SEE 3/A501 FOR
NOTES
ALUMINUM FRAME W/
PLS-59 FINISH
4" NOM.CMU-5
INSUL-1
CONCRETE SLAB STRUCTURE SLOPE MIN.
1/2"PER FT. TYPICAL @ PLAZA & BALCONY DECK
WALL SECTION4
A503
CONCRETE SLAB ON GRADE
SUSPENDED CEILING PER SCHEDULE
ROOF DRAIN
WP-1
4" INSUL-1
ON ADJUSTABLE PEDESTALS
PAVER-2 CONCRETE DECK PAVER SYSTEM
GFRC COLUMN COVER
ALUMINUM COLUMN COVER
MET-2. SECURE TO COLUMN
PAINTED GALVANIZED METAL FIN
ON 3/4" EXT. PLYWOOD SHEATHING MS-1
PERFORATED ALUMINUM SOFFIT PANEL
FRAMING @ 24" O.C.
PLYWOOD SHEATHING ON METAL STUD
ALUMINUM WALL PANEL ON 3/4" EXT
TO DRAIN. FINISH SAME AS METAL ROOF
SHT MET-3 GUTTER SLOPE 1/4"PER FT.
FIRESAFING
EXP JT.
PIPE DRAIN SEE PLUMBING
EXPANSION JOINT COVER
TYPICAL METAL ROOF CONSTRUCTION
- CURVED ALUMINUM STANDING SEAM ROOF
- SMOOTH BUILDING PAPER
- 30# SATURATED ROOFING FELT
- 3" METAL DECK WITH SPRAYED ON FIREPROOFING
- CURVED STEEL BEAM WITH SFP
- 4" INSUL-16 (R-__) RIGID INSULATION
CURVED STEEL BEAM WITH SFP
SEE STRUCT.
INTERNATIONAL CLASSROOM
THERMAL BREAK
GLASS
GRAVEL BALLAST
CONCRETE CURB
FLOORING SYSTEM
SHADING BOX SEE
SOFFIT.SEE INTER.
AA A
1'-6"
4"
3"
A503
WALL SECTION
INSUL-1
4" CMU-5
INSUL-15
322'-0"
FIRST FLOOR
PLS-11
APC-1
308'-0"
GROUND FL.
TYPICAL WALL CONSTRUCTION
VENEER
C.7
337'-0"
TOP OF STEEL
4" NOM. BRICK
GUTTER & DRAIN
GROUND FL.
308'-0"
FIRST FL.
322'-0"
RAISED ACCESS FLOOR
SECOND FL.
336'-0"
RAISED ACCESS FLOOR
BEAM. SEE STRUCT.
RECIEVE CURVED STEEL
STEEL PIPE COLUMN TO
& COUNTERFLASHING
2 PIECE THRUWALL FLASHING
SEE DET. 2/A501
TYPICAL WALL CONSTRUCTION
FOR ROOF NOTES
SEE DET. 3/A502
FLASHING, TYP.
FULLY ADHERED MEMBRANE BAA A
SLOPE 1/2"/FT.
ROOF DRAIN
5' -4
RA
DI
US
34'-9" RADIUS TOP OF BEAM
3" 4"
8"
WALL SECTION 2
A503
ON GRADE
CONCRETE SLAB
SECURE TO CONCRETE BEAM
STEEL BEAM WITH SFP
WITH SFP
CURVED STEEL BEAM
4/A503 FOR NOTES
CONSTRUCTION SEE DET.
TYPICAL METAL ROOF
PLUMBING
PIPE LEADER SEE
FIRESAFING
EXP. JT.
PAVER-2
CONC. DECK
WP-1
DET. 4/A503
SEE SIMILAR NOTES
1/4"PER FT
SLOPE TO DRAIN
SHT MET-3 GUTTER
PER SCHEDULE
SUSPENDED ACT
SEE STRUCT.
CONC. SLAB & BEAM
BREAK
WITH THERMAL
ALUMINUM FRAME
GL-51
INSULATED GLASS
HALL OF HONOR
LIGHT FIXTURE
CEILING
SUSP. GFRG
@ L.PT.
364'-0"
@ H.PT.
365'-3"
WALL SECTION1
A503
THRU-WALL FLASHING
4" NOMINAL BRICK
GFRG COLUMN COVER
SEE DET. 2/A502
MP-1 CORRUGATED
METAL WALL PANEL
SEE 2/A502
E
ROOF SLAB
348'-0"
A521
FOR ROOF NOTES
SPR-2
PERFORATED METAL
INTERIOR DRAWINGS
UPLIGHT FIXTURE @
ALUMINUM FRAME W/
GL-51 INSULATED
RAISED ACCESS
SEE 2/A501
RAISED ACCESS FLOOR
PIPE DRAIN
CONCRETE SLAB & BEAM
CONCRETE CURB
PIPE DRAIN
ALUMINUM FRAME
W/ THERMAL BREAK
PREFORMED ALUM.
SILL
@ INTERIOR COLUMN
THERMAL BREAK
PREFORMED ALUM.
WINDOW SILL
INSUL-21
LIGHTWEIGHT CONC.
LIGHT FIXTURE
PREFORMED SILL
STEEL BEAM W/ FP
CONC. SLAB & BEAM
SHT MET-3 GRAVEL
STOP
ROOF DRAIN
UPPER CLERESTORY
REINF. CMU BACKUP
LIGHTWEIGHT CONC.TOPPING
TAPER TO DRAIN
3'-0"
3/8"=1'-0" 3/8"=1'-0"
3/8"=1'-0"
FINNED TUBE
ENCLOSURE
3/8"=1'-0"
3/8"=1'-0"
5' -4
6"6"3'-0"
METAL DRIP TRIM EDGE
7"
A514
A514
1'-2"
A514
A515
A514
A515
4'-4" 1'-4 1/4"
A515
SIM.
A515
A515
A514
SIM.
A513
SIM.
MS-1 NON PERFORATED
ALUM. GUTTER 1 ALUM GUTTER 1
8' -0
0"
18X8
72X12
7' -6
8' -0
" 10 0"
8' -7
9' -4
3'-8 11/16" 3'-8 11/16" 5/8"
5' -0
/8
" VARIES W/ CURVE
6"
7'-5 3/8"
1'-1 1/8"
SPRINKLE HEAD CENTERED
LINEAR DIFFUSER
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8"
2' -8
EQ
LIT
ES
=8
8"
2' -8
3' -6
2'-1"
WALL SECTION3
A503
BB
PLAZA DECK
322'-0"
APC-1
STAINLESS STEEL PIPE & CABLE
RAILING SYSTEM. SEE 3/A501 FOR
NOTES
ALUMINUM FRAME W/
PLS-59 FINISH
4" NOM.CMU-5
INSUL-1
@ INTERIOR COLUMN
THERMAL BREAK
PREFORMED ALUM.
WINDOW SILL
3/8"=1'-0"
A514
A514
1'-2"
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8" 1'-
4" T O
LP
T.
7"
H
PT
EQ
LIT
ES
=1
1'- 4"
1'-0"
2'-0"1'-6" 2"
10"
0" T
OP
O F
ST
L
BE
AM
CONCRETE SLAB STRUCTURE SLOPE MIN.
1/2"PER FT. TYPICAL @ PLAZA & BALCONY DECK
WALL SECTION4
A503
CONCRETE SLAB ON GRADE
SUSPENDED CEILING PER SCHEDULE
ROOF DRAIN
WP-1
4" INSUL-1
ON ADJUSTABLE PEDESTALS
PAVER-2 CONCRETE DECK PAVER SYSTEM
GFRC COLUMN COVER
ALUMINUM COLUMN COVER
MET-2. SECURE TO COLUMN
PAINTED GALVANIZED METAL FIN
ON 3/4" EXT. PLYWOOD SHEATHING MS-1
PERFORATED ALUMINUM SOFFIT PANEL
FRAMING @ 24" O.C.
PLYWOOD SHEATHING ON METAL STUD
ALUMINUM WALL PANEL ON 3/4" EXT
TO DRAIN. FINISH SAME AS METAL ROOF
SHT MET-3 GUTTER SLOPE 1/4"PER FT.
FIRESAFING
EXP JT.
PIPE DRAIN SEE PLUMBING
EXPANSION JOINT COVER
TYPICAL METAL ROOF CONSTRUCTION
- CURVED ALUMINUM STANDING SEAM ROOF
- SMOOTH BUILDING PAPER
- 30# SATURATED ROOFING FELT
- 3" METAL DECK WITH SPRAYED ON FIREPROOFING
- CURVED STEEL BEAM WITH SFP
- 4" INSUL-16 (R-__) RIGID INSULATION
CURVED STEEL BEAM WITH SFP
SEE STRUCT.
INTERNATIONAL CLASSROOM
THERMAL BREAK
GLASS
GRAVEL BALLAST
CONCRETE CURB
FLOORING SYSTEM
SHADING BOX SEE
SOFFIT.SEE INTER.
AA A
1'-6"
4"
3"
PERFORATED METAL
INTERIOR DRAWINGS
UPLIGHT FIXTURE @
ALUMINUM FRAME W/
GL-51 INSULATED
RAISED ACCESS
3'-0"
3/8"=1'-0"
A514
A515
A514
MS-1 NON PERFORATED
ALUM. GUTTER 1
8' -0
0"
18X8
72X12
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8"
2' -8
EQ
LIT
ES
=8
-8
2' -8
4"
B C)
1'- 4" (2 S
C) 4"
0"
6' -1
1/
6"
1'-0"6"
A503
WALL SECTION
INSUL-1
4" CMU-5
INSUL-15
322'-0"
FIRST FLOOR
PLS-11
APC-1
308'-0"
GROUND FL.
TYPICAL WALL CONSTRUCTION
VENEER
C.7
337'-0"
TOP OF STEEL
4" NOM. BRICK
GUTTER & DRAIN
SEE 2/A501
RAISED ACCESS FLOOR
PIPE DRAIN
CONCRETE SLAB & BEAM
CONCRETE CURB
PIPE DRAIN
ALUMINUM FRAME
W/ THERMAL BREAK
PREFORMED ALUM.
SILL
3/8"=1'-0"
FINNED TUBE
ENCLOSURE
7"
A515
4'-4" 1'-4 1/4"
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8"
7"
MI
N.
EQ
LIT
ES
=8
1/ 2"
8' -0
1'-
6"
2' T
OP
O F
ST
L
BE
AM
2'-0" 9 5/8"
2'-6"
1'-6"2"10"
6"
6" 6"
6" 0"
1'-6"
15'-0" 6' -8
GROUND FL.
308'-0"
FIRST FL.
322'-0"
RAISED ACCESS FLOOR
SECOND FL.
336'-0"
RAISED ACCESS FLOOR
BEAM. SEE STRUCT.
RECIEVE CURVED STEEL
STEEL PIPE COLUMN TO
& COUNTERFLASHING
2 PIECE THRUWALL FLASHING
SEE DET. 2/A501
TYPICAL WALL CONSTRUCTION
FOR ROOF NOTES
SEE DET. 3/A502
FLASHING, TYP.
FULLY ADHERED MEMBRANE BAA A
SLOPE 1/2"/FT.
ROOF DRAIN
5' -4
RA
DI
US
34'-9" RADIUS TOP OF BEAM
3" 4"
8"
WALL SECTION 2
A503
ON GRADE
CONCRETE SLAB
SECURE TO CONCRETE BEAM
STEEL BEAM WITH SFP
WITH SFP
CURVED STEEL BEAM
4/A503 FOR NOTES
CONSTRUCTION SEE DET.
TYPICAL METAL ROOF
PLUMBING
PIPE LEADER SEE
FIRESAFING
EXP. JT.
PAVER-2
CONC. DECK
WP-1
DET. 4/A503
SEE SIMILAR NOTES
1/4"PER FT
SLOPE TO DRAIN
SHT MET-3 GUTTER
PER SCHEDULE
SUSPENDED ACT
SEE STRUCT.
CONC. SLAB & BEAM
BREAK
WITH THERMAL
ALUMINUM FRAME
GL-51
INSULATED GLASS
HALL OF HONOR
LIGHT FIXTURE
CEILING
SUSP. GFRG
LIGHTWEIGHT CONC.TOPPING
TAPER TO DRAIN
3/8"=1'-0"
5' -4
6"6"3'-0"
A515
SIM.
A515
A515
ALUM GUTTER 1
8' -7
3'-8 11/16" 3'-8 11/16" 5/8"
5' -0
/8
" VARIES W/ CURVE
6"
7'-5 3/8"
1'-1 1/8"
SPRINKLE HEAD CENTERED
LINEAR DIFFUSER
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8"
4' -8
8' -8
M.
O.
2' -8
1'-
3"
1'-6"
0"
WALL SECTION1
A503
THRU-WALL FLASHING
4" NOMINAL BRICK
GFRG COLUMN COVER
SEE DET. 2/A502
MP-1 CORRUGATED
METAL WALL PANEL
SEE 2/A502
E
ROOF SLAB
348'-0"
A521
FOR ROOF NOTES
SPR-2
INSUL-21
LIGHTWEIGHT CONC.
LIGHT FIXTURE
PREFORMED SILL
STEEL BEAM W/ FP
CONC. SLAB & BEAM
SHT MET-3 GRAVEL
STOP
UPPER CLERESTORY
REINF. CMU BACKUP
3/8"=1'-0"
METAL DRIP TRIM EDGE
A513
SIM.
29'-6" 2'-11 1/8"
R
8"
17'-8 1/8"
1" M
IN
CO
NC
RE
TE
F
ILL
@ L.PT.
364'-0"
@ H.PT.
365'-3"
ROOF DRAIN
A514
SIM.
0"
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.
NS ACH
WMC CFK
CHIEF ARCHITECT
A503
3080623
GRAPHIC 79 329
EXTERIOR WALL SECTIONS
34'-9" RADIUS TOP OF BEAM
37'-6"
3/8" = 1'-0"
3'2'1'06"
SCALE MUST BE USED.
REDUCTION, GRAPHIC
IF DRAWING IS A
CAUTION:
1 BULLETIN # 1 10/10/97
2 RFI # 186 2/9/98
RECORD DRAWING November 14, 2002
| Model |
| Layout1 |
File details come from the government source that posted it.