A502.pdf
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- Attached to
- Building Masonry Repair at Quantico, Virginia
- Solicitation number
- 15DDHQ18Q00000171
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Drawing A502
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| 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 | ||
| A304.pdf | ||
| A504.pdf | ||
| A509.pdf | ||
| A511.pdf | ||
| A513.pdf | ||
| A506.pdf |
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Text version
4' -8
EQ
LIT
ES
=8
8"
2' -8
EQ
LIT
ES
=1
1'- 4"
2' -8
EQ
LIT
ES
=1
1'- 4"
2' -8
1'-
4"
1'-7"
3"
7"
H.
PT
EQ
LIT
ES
=1
1'- 4"
2' -8
1'-
4"
3' -6
2' -8
EQ
LIT
ES
=1
1'4
2' -8
4"
1'-6"
1'- 4" (2 S
C) 2' -8
B
C) 5' -4
B C)
1'- 4" (2 S
C) 4' -0
B
C)8" (1 S
C) 2' -8
B
C) 5' -4
B C)
1'- 4" (2 S
C) 2' -8
B
C)2' -8
B
C) 5' -4
B C) 1'-
4" (2 S
C) 2' -8
B
C) 2' -8
B
C)
2' -8
0"
0"
0"
0"
8" (8
MA
SO
NR
Y
CO
UR
SE
1'-6"
3' -4
MC
4' -0
MC
4' -0
MC
2' -8
EQ
LIT
ES
=1
1'- 4"
2' -8
EQ
LIT
ES
=9
4"
2' -8
EQ
LIT
ES
=9
4"
2' -8
1'-
4"
1'-6"
/4
L .P T.
0"
0"
0"
0"
4' -0
B
C)1'- 4" (2 S
C) 4' -0
B
C) 4' -0
B
C)
8"
1'-2"4"1'-4 1/4"
1'-6"
2'-6" 2'-6"
8 1/8" TYP.
2" S
LA
B
RE
CE
S
1'-1 3/4"3"1'-1 3/4"3"
2" 5"1'-0"
8" R
.O
4' -0
1'- 4" (2 S
C) 2' -8
B
C) 5' -4
B C)
1'- 4" (2 S
C) 4' -0
B
C)8" (1 S
C) 2' -8
B
C) 5' -4
B C)
1'- 4" (2 S
C) 2' -8
B
C)2' -8
B
C) 5' -4
B C) 1'-
4" (2 S
C) 2' -8
B
C) 2' -8
B
C)
2' -8
0"
0"
0"
0"
8" (8
MA
SO
NR
Y
CO
UR
SE
1'-6"
3' -4
MC
4' -0
MC
4' -0
MC
2' -8
EQ
LIT
ES
=1
1'- 4"
2' -8
EQ
LIT
ES
=9
4"
2' -8
EQ
LIT
ES
=9
4"
2' -8
1'-
4"
1'-6"
4' -0
B
C)1'- 4" (2 S
C) 4' -0
B
C) 4' -0
B
C)
8"
1'-2"4"1'-4 1/4"
4' -8
EQ
LIT
ES
=8
8"
2' -8
EQ
LIT
ES
=1
1'- 4"
2' -8
EQ
LIT
ES
=1
1'- 4"
2' -8
1'-
4"
1'-7"
3"
7"
H.
PT
EQ
LIT
ES
=1
1'- 4"
2' -8
1'-
4"
3' -6
2' -8
EQ
LIT
ES
=1
1'4
2' -8
4"
1'-6"
1'-6"
/4
L .P T.
0"
0"
0"
0"
1'- 3"
1'-6"
2'-6" 2'-6"
8 1/8" TYP.
2" S
LA
B
RE
CE
S
1'-1 3/4"3"1'-1 3/4"3"
2" 5"1'-0"
8" R
.O
4' -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
A502
3080622
GRAPHIC 78 329
EXTERIOR WALL SECTIONS
4" INSUL-1
PAVER-1 BALLAST
SPR-1 ON LIGHTWEIGHT CONC.
FILL TAPERED TO DRAIN 1/2"/FT. MIN.
SHT MET-3 COPING
8" CONCRETE CURB
MP-2 PANEL ON METAL FRAMING
APC-1
ALUMINUM FRAME W/ TEHERMAL
BREAK
INSULATING GLASS (GL-52)
SEE WINDOW SCHEDULE
FIRE SAFING TYPICAL
APC-1
CONCRETE FLOOR SLAB &
BEAM. SEE STRUCTURAL
APC-1
2" INSUL-15 SECURE TO
CONCRETE
PLS-11
5/8" EXT. GYB. SHEATHING
INSUL-21
ALUMINUM STOREFRONT
EXTRUDED ALUMINUM
BROOM FINISH CONCRETE SLAB
ON GRADE. SEE CIVIL DRWGS.
A502
A502
WALL SECTION THRU BALCONY
A502
WALL SECTION @ OFFICE 4
A502
@ OFFICE
VESTIBULE
SEE 3/A501 FOR GUARDRAIL NOTES
APC-1
INSULATING GLASS PER SCHEDULE
APC-1
ALUMINUM DOOR
RECESSED ENTRANCE
MAT
4" INSUL-1
WP-1 ON SLOPED CONC. SLAB
PAVER-2 SYSTEM ON ADJUSTABLE
PEDESTALS
ROOF DRAIN
APC-1
3" METAL DECK WITH SFP
SPR-2 MECHANICALLY ATTACHED
ROOF SYSTEM OVER 4" INSUL-15
(R=__)
SHT MET-3 GRAVEL STOP
STEEL BEAM WITH SFP. SLOPE
STRUCTURE TO DRAIN @ 1/2"/FT
SEE STRUCT.
MP-1 1" CORRUGATED METAL WALL SYSTEM ON 1/2"
EXT. GYB. SHEATHING ON 6" METAL STUD FRAMING
INSUL-21
5/8" GYB
LOUVER PER SCHEDULE
8" CONCRETE CURB
MP-2
MECHANICAL PENTHOUSE
4" NOM. BRICK VENEER
ALUMINUM WINDOW
INSULATING GLASS PER
SCHEDULE
4" NOM. BRICK VENEER
CONCRETE SLAB ON GRADE
SUSPENDED ACT PER
CEILING PLAN
SHT MET-3 COPING
FULLY ADHERED
FLASHING TURN UP
UNDER COPING
SEE 1/A502 FOR
ROOF NOTES
CONCRETE FLOOR SLAB
& BEAM SEE STRUCT.
SEE 2/A501 FOR TYPICAL
WALL CONSTRUCTION
SEE 1/A502 FOR
ROOF NOTES
MP-2
APC-1
MP-2 SET IN
ALUM. FRAME
INSULATING
GLASS
INSUL-21
(R-__)
APC-1
PLS-11
R-__ INSUL-15
ALUMINUM WINDOW
4" NOM. BRICK VENEER
BROOM FINISH CONC. SLAB
ON GRADE
PLS-11
MP-2 SET IN
CW-__ FRAME
ALUM. FRAME
MP-2 SET IN
306'-0"
GROUND FL.
322'-0"
FIRST FL.
336'-0"
SECOND FL.
350'-0"
ROOF SLAB
350'-0"
PENTHOUSE FL.
336'-0"
SECOND
322'-0"
FIRST FL.
306'-0"
GROUND FL.
@L.PT.
364'-0"
@ H.PT.
365'-3"
308'-0"
GROUND FL.
FIRST FL.
322'-0"
SECOND FL.
336'-0"
THIRD FL.
348'-0"
ROOF SLAB
360'-0"
GROUND FL.
308'-0"
FIRST FL.
322'-0"
336'-0"
SECOND FL.
348'-0"
THIRD FL.
ROOF SLAB
360'-0"
KJJ
K
H K
SILL TYP. @ STOREFRONT
INSUL-1 PERIMETER INSULATION
RECEPTION RM
BREAK ROOM
BREAK ROOM
BREAK ROOM
STAIR HALL
OFFICE
VESTIBULE
OFFICE
OFFICE
OFFICE
BALCONY
OFFICE
OFFICE
OFFICE
INSUL-1 PERIMETER INSULATION
INSUL-1 PERIMETER INSULATION
INSUL-1 PERIMETER INSULATION
TRANSOM FRAME
3/8" = 1'-0"
3'2'1'06"
WALL SECTION
FIRESAFING,TYP.
RADIANT PANEL,TYP.
CAST STONE SILL,TYP.
@ ALL WINDOW SILL
CAST STONE SILL
FINNED TUBE SEE MECH.
SCALE MUST BE USED.
REDUCTION, GRAPHIC
IF DRAWING IS A
CAUTION:
WALL SECTION @ BREAK ROOMS
3/8" = 1'-0" 3/8" = 1'-0"
3/8" = 1'-0" 3/8" = 1'-0"
A512
SIM
A512
A513
A513
SIM
A514
A514
SIM
A512
A513
A512
A512
A512
A512
A512
CONDITION @ L.PT.
SHOWN DASHED
SEE MECH. DRWGS.
LINEAR DIFFUSER TYP.
LINEAR DIFFUSER TYP.
SEE MECH. DRWGS.
2'-0"1'-0"
LINEAR DIFFUSER LIGHT COVE
3-24-981 RFI # 214-CLARIFICATION
RADIANT
CEILING
PANEL
LINEAR
DIFFUSER
LINEAR
DIFFUSER
PANEL
CEILING
RADIANT
RADIANT
CEILING
PANEL
LINEAR
DIFFUSER
RECORD DRAWING November 14, 2002
| Model |
| Layout1 |
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