A509.pdf
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- Attached to
- Building Masonry Repair at Quantico, Virginia
- Solicitation number
- 15DDHQ18Q00000171
About this file
Drawing A509
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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 | ||
| A304.pdf | ||
| A504.pdf | ||
| A502.pdf | ||
| A511.pdf | ||
| A513.pdf | ||
| A506.pdf |
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Text version
A
A509
WALL SECTION
3/8"=1'-0" 3/8"=1'-0"
WALL SECTION2
A509
WALL SECTION
3/8"=1'-0"
A509
A509 3/8"=1'-0"
WALL SECTION
AA 0.3
WALL SECTION
3/8"=1'-0"
A509
FIRST FL
322'-0"
FIRST FL
322'-0"
GROUND FL
308'-0"
FIRST FL
322'-0"
GROUND FL
308'-0"
2'-6"
SUSPENDED ACT
1'-6"
6"6"2"
7"
H
PT
0"
1'- "6 "5
6" 4" (5
BC
4" (5
BC
8" (1 S
C)
VA
RI
ES
W
RA
DI
US
S
LO
PE
" 8"
7"
H
PT
1'-4"
1/
2" C
UR
B
1'-4"
6"10"
1'-4"
3' -4
MC
)4"
VA
RI
ES
W
ITH
S
ITE
G
RA
DE
VA
RI
ES
6"
M
IN
6" 2'-0" 6"
4"1'- 0"
VA
RI
ES
2' -0
1'-
0"
PRECAST COPING
SECURE TO CMU WITH
STAINLESS STEEL DOWELS
4" NOM. CMU-5 TYP.
APPROXIMATE FINISH
GRADE SEE LANDSCAPE
THRU-WALL FLASHING
W/ WEEPS @ 24" OC
SEE 1/A508 FOR ADDITIONAL
NOTES FOR RETAINING WALL
CONSTRUCTION
3 5/8" PRECAST COPING
SECURE TO CONCRETE WALL W/
STAINLESS STEEL DOWELS
4" NOM. CMU-5 TYP.
APPROXIMATE FINISH
GRADE SEE LANDSCAPE
THRU-WALL FLASHING
W/ WEEPS @ 24" OC
CONCRETE RETAINING
WALL SANDBLAST FINISH
SEE STRUCT DWGS. FOR
REINFORCING NOTES &
SITE PLAN FOR FINISH
GRADES
2'-0"X2'-0" NOMINAL
PAVER-2 ON 5" CONCRETE
SLAB ON GRADE, SEE
1/A508 FOR
ADDITIONAL NOTES
1/2" PREFORMED
COMPRESSABLE FILLER
W/ 3/8" DEEP SEALANT
PAVER-2 SYSTEM ON
ADJUSTABLE PAVERS
ON 4" INSUL-1 ON WP-1
ON SLOPING CONCRETE
SLAB
SEE 4/A503 FOR
ADDITIONAL PAVER
NOTES
SEE 1/A505 FOR TYPICAL
RETAINING WALL
CONSTRUCTION
CONCRETE SLAB ON GRADE
CONCRETE CURB
2" INSUL-15
SEE 2/A503 FOR ADDITIONAL
CURVED STANDING SEAM
ROOF CONSTRUCTION NOTES
& DIMENSIONS
METAL FASCIA RAKE TRIM
TREATED WOOD BLOCKING
CURVED STEEL BEAM W/FP
ADJUSTABLE LATERAL
MASONRY ANCHORS @ 16"
OC HORIZONTAL SECURE
TO STEEL BEAM
W8X15 STEEL BEAM SUPPORT
STEEL TUBE SEE STRUCT.
8" REINFORCED CMU BACK-UP
TYP. WALL CONSTRUCTION
SEE 2/A501
CONCRETE CURB
ACCESS FLOOR
INSUL-1 PERIMETER INSULATION
APPROXIMATE FINISH GRADE
GALV BRICK SHELF ANGLE
CONCRETE SLAB ON GRADE
SHT MET-3 GUTTER
SEALANT
MP-2 METAL PANEL
SYSTEM ON METAL
STUD FRAMING @ 24"
OC SECURE TO
STEEL BEAM
SUSPENDED PLS-11
W/ METAL TRIM
EDGE REVEAL
PAVER-2 SYSTEM SEE
4/A503 FOR TYP.
NOTES
ELASTIC SYNTHETIC
RUBBER SHEET REINF.
WP-1 ON SLOPING
CONCRETE SLAB
FIRE SAFING
ICE BREAKER PIECE
@ 48" OC TYPICAL
ALL CURVED STANDING
SEAM ROOF
A516
A513
A513
WALL SECTION
3/8"=1'-0"
A509
A509 3/8"=1'-0"
WALL SECTION
3' -6
MI
N.
4" 1'-0"4"
VA
RI
ES
W
ITH
G
RA
DE
S
EE
C
IV
IL
DR
AW
IN
GS
2' -1
0"
5'-0"
4"8"
1'-0"
3' -6
MI
N.
VA
RI
ES
PRECAST COPING
4" NOM. CMU-5 VENEER TYP.
THRU WALL FLASHING W/ WEEPS
@ 24" OC
APPROXIMATE FINISH GRADE
CONCRETE STAIR ON GRADE
TURN DOWN EDGE
THRU WALL FLASHING
W/ WEEPS @ 24" OC
APPROXIMATE FIN. GRADE
CONCRETE RETAINING WALL
SEE STRUCTURAL DRAWINGS
1 1/4" OD METAL PIPE RAIL
(PAINTED) TYPICAL SECURE
TO CONCRETE WALL
SEE 1/A505 FOR TYPICAL
RETAINING WALL CONSTRUCTION
PRECAST COPING
4" NOM. CMU-5
CONCRETE RETAINING WALL
SANDBLAST FINISH, SEE
STRUCTURAL DRAWINGS
FOR DETAILS
LOADING DOCK
APPROXIMATE FINISH GRADE
FINISH PAVEMENT
1/2" PREFORMED FILLER
W/ 1/2" DEEP SEALANT
SEE CIVIL DRAWINGS
THRU WALL FLASHING W/ WEEPS @ 24"OC
1/2" PREFORMED FILLER
W/ 1/2" DEEP SEALANT
DOWEL STAIR SLAB TO
RETAINING WALL
ALUM GUTTER
EXPANSION JT.
FOAM ROD
A534
A534
A5341
SECURE CMU PER 7/A901SIM.
4 4
A509
A
A509
WALL SECTION
3/8"=1'-0" 3/8"=1'-0"
WALL SECTION2
A509
WALL SECTION
3/8"=1'-0"
A509
A509 3/8"=1'-0"
WALL SECTION
AA 0.3
WALL SECTION
3/8"=1'-0"
A509
FIRST FL
322'-0"
FIRST FL
322'-0"
GROUND FL
308'-0"
FIRST FL
322'-0"
GROUND FL
308'-0"
2'-6"
SUSPENDED ACT
1'-6"
6"6"2"
7"
H
PT
0"
1'- "6 "5
6" 4" (5
BC
4" (5
BC
8" (1 S
C)
VA
RI
ES
W
RA
DI
US
S
LO
PE
" 8"
7"
H
PT
1'-4"
1/ 2" C
UR
B
1'-4"
6"10"
1'-4"
3' -4
MC
)4"
VA
RI
ES
W
ITH
S
ITE
G
RA
DE
VA
RI
ES
6"
M
IN
6" 2'-0" 6"
4"1'- 0"
VA
RI
ES
2' -0
1'-
0"
PRECAST COPING
SECURE TO CMU WITH
STAINLESS STEEL DOWELS
4" NOM. CMU-5 TYP.
APPROXIMATE FINISH
GRADE SEE LANDSCAPE
THRU-WALL FLASHING
W/ WEEPS @ 24" OC
SEE 1/A508 FOR ADDITIONAL
NOTES FOR RETAINING WALL
CONSTRUCTION
3 5/8" PRECAST COPING
SECURE TO CONCRETE WALL W/
STAINLESS STEEL DOWELS
4" NOM. CMU-5 TYP.
APPROXIMATE FINISH
GRADE SEE LANDSCAPE
THRU-WALL FLASHING
W/ WEEPS @ 24" OC
CONCRETE RETAINING
WALL SANDBLAST FINISH
SEE STRUCT DWGS. FOR
REINFORCING NOTES &
SITE PLAN FOR FINISH
GRADES
2'-0"X2'-0" NOMINAL
PAVER-2 ON 5" CONCRETE
SLAB ON GRADE, SEE
1/A508 FOR
ADDITIONAL NOTES
1/2" PREFORMED
COMPRESSABLE FILLER
W/ 3/8" DEEP SEALANT
PAVER-2 SYSTEM ON
ADJUSTABLE PAVERS
ON 4" INSUL-1 ON WP-1
ON SLOPING CONCRETE
SLAB
SEE 4/A503 FOR
ADDITIONAL PAVER
NOTES
SEE 1/A505 FOR TYPICAL
RETAINING WALL
CONSTRUCTION
CONCRETE SLAB ON GRADE
CONCRETE CURB
2" INSUL-15
SEE 2/A503 FOR ADDITIONAL
CURVED STANDING SEAM
ROOF CONSTRUCTION NOTES
& DIMENSIONS
METAL FASCIA RAKE TRIM
TREATED WOOD BLOCKING
CURVED STEEL BEAM W/FP
ADJUSTABLE LATERAL
MASONRY ANCHORS @ 16"
OC HORIZONTAL SECURE
TO STEEL BEAM
W8X15 STEEL BEAM SUPPORT
STEEL TUBE SEE STRUCT.
8" REINFORCED CMU BACK-UP
TYP. WALL CONSTRUCTION
SEE 2/A501
CONCRETE CURB
ACCESS FLOOR
INSUL-1 PERIMETER INSULATION
APPROXIMATE FINISH GRADE
GALV BRICK SHELF ANGLE
CONCRETE SLAB ON GRADE
SHT MET-3 GUTTER
SEALANT
MP-2 METAL PANEL
SYSTEM ON METAL
STUD FRAMING @ 24"
OC SECURE TO
STEEL BEAM
SUSPENDED PLS-11
W/ METAL TRIM
EDGE REVEAL
PAVER-2 SYSTEM SEE
4/A503 FOR TYP.
NOTES
ELASTIC SYNTHETIC
RUBBER SHEET REINF.
WP-1 ON SLOPING
CONCRETE SLAB
FIRE SAFING
ICE BREAKER PIECE
@ 48" OC TYPICAL
ALL CURVED STANDING
SEAM ROOF
A516
A513
A513
WALL SECTION
3/8"=1'-0"
A509
A509 3/8"=1'-0"
WALL SECTION
3' -6
MI
N.
4" 1'-0"4"
VA
RI
ES
W
ITH
G
RA
DE
S
EE
C
IV
IL
DR
AW
IN
GS
2' -1
0"
5'-0"
4"8"
1'-0"
3' -6
MI
N.
VA
RI
ES
PRECAST COPING
4" NOM. CMU-5 VENEER TYP.
THRU WALL FLASHING W/ WEEPS
@ 24" OC
APPROXIMATE FINISH GRADE
CONCRETE STAIR ON GRADE
TURN DOWN EDGE
THRU WALL FLASHING
W/ WEEPS @ 24" OC
APPROXIMATE FIN. GRADE
CONCRETE RETAINING WALL
SEE STRUCTURAL DRAWINGS
1 1/4" OD METAL PIPE RAIL
(PAINTED) TYPICAL SECURE
TO CONCRETE WALL
SEE 1/A505 FOR TYPICAL
RETAINING WALL CONSTRUCTION
PRECAST COPING
4" NOM. CMU-5
CONCRETE RETAINING WALL
SANDBLAST FINISH, SEE
STRUCTURAL DRAWINGS
FOR DETAILS
LOADING DOCK
APPROXIMATE FINISH GRADE
FINISH PAVEMENT
1/2" PREFORMED FILLER
W/ 1/2" DEEP SEALANT
SEE CIVIL DRAWINGS
THRU WALL FLASHING W/ WEEPS @ 24"OC
1/2" PREFORMED FILLER
W/ 1/2" DEEP SEALANT
DOWEL STAIR SLAB TO
RETAINING WALL
ALUM GUTTER
EXPANSION JT.
FOAM ROD
A534
A534
A5341
SECURE CMU PER 7/A901SIM.
4 4
A509
APPRV'D.DATEDESCRIPTION
REVISION
LTR
40109A 04 402
403E.I.C.
N62477-92-C-0193
NAVFAC DRWING NUMBER
CONSTR. CONTR. NO.80091F
Quantico, VirginiaJustice Training Center Drug Enforcement Administration
CODE IDENT NO.SIZE
OF21-92-0193 SHEET SPECSCALE
CHESAPEAKE DIVISION, WASHINGTON D.C.
NAVAL FACILITIES ENGINEERING COMMANDDEPARTMENT OF THE NAVY
D/M/YR
EFD FOR COMMANDER, NAVFAC
APPROVED
APPROVED D/M/YR
D/M/YR
04B 405 404408
CH ENGR
DRWN CHK
TITLE
SUBMITTED BY
SUPV
1875 Connecticut Ave. NW Suite 600
Comm Number 7782 921A Washington, D.C. 20009
NS ACH
WMC CFK
CHIEF ARCHITECT
A509
3080629
GRAPHIC 85 329
EXTERIOR WALL SECTIONS
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 # 136 CLARIFICATION 11-25-97
3 RFI # 207 CLARIFICATION 3-3-98
4 PC-86 9-12-97
RECORD DRAWING November 14, 2002
PRECAST COPING
0' 8"
BRICK BEYOND
CONCRETE
3 5/8" PRECAST
A509 3"=1'-0"
BRICK COPING DETAIL
| Model |
| Layout1 |
File details come from the government source that posted it.