A513.pdf
PDF 399 KB Posted
- Attached to
- Building Masonry Repair at Quantico, Virginia
- Solicitation number
- 15DDHQ18Q00000171
About this file
Drawing A513
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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 | ||
| A509.pdf | ||
| A511.pdf | ||
| A506.pdf |
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Text version
SCALE:1 1/2"=1'-0"
DETAIL1
A513
A513
DETAIL
SCALE:1 1/2"=1'-0"
BASE & FINISH FLOOR
PER SCHEDULE
RECESSED ENTRANCE MATT
CONCRETE SLAB ON GRADE
ALUMINUM DOOR PER SCHEDULE
ALUMINUM THRESHOLD
SET ON MASTIC
INSUL-1 PERIMETER INSULATION
ALUMINUM STOREFRONT
FRAME WITH THERMAL
BREAK
EXTRUDED ALUMINUM STOOL
TYPICAL @ STOREFRONT
SILL. FINISH SAME AS
STOREFRONT FINISH
DETAIL
SCALE:1 1/2"=1'-0"
A513
DETAIL
SCALE:1 1/2"=1'-0"
A513
DETAIL
SCALE:1 1/2"=1'-0"
A513
A513 SCALE:1 1/2"=1'-0"
DETAIL
A513 SCALE:1 1/2"=1'-0"
DETAIL
D.9 D.9
0.3
0.93
5.1
K
K
1'-0"
11 1/4" 3/4"
VA
RI
ES
W
SL
OP
E
6" 6" 6" 2 5/8"
2'-6" 8 1/4" 3 3/4"
1 1/2" 6" 4 1/2"
1'-0"
VA
RI
ES
W
SL
OP
E
VA
RI
ES
W
ITH
S
LO
PE
8"
3 7/8"8 1/8"
2" 3" 2"
1'-4"
1'-1 3/4"3"1'-1 1/4"
1'-4 1/4"
6"
4' -8
1'-1 3/4"3"
2" R
EC
ES
S
1'-6"
4 3/8" 7 5/8" 6"
2'-6"
1'-6" 1'-0"
4 3/8" 7 5/8" 6"
1 3/4" 1'-4 1/4"
1/2"
2" 3"
4" 1"
9"
VA
RI
ES
W /R
AD
IU
S
1/ 2"
1/ 2"2'-0"1/2"2'-0"
7"
H
PT
4" 1'-0"
1'-1 5/8"1'-1 5/8"
SHT MET-3 COPING W/ CLEATS
SOFT JOINT
TREATED WOOD BLOCKING
FULLY ADHERED MEMBRANE
FLASHING ON 3/4" EXTERIOR
PLYWOOD SHEATHING ON
METAL STUD FRAMING
1/2" EXT. SHEATHING WITH
BLDG. PAPER
SPR-2
4" METAL STUD KNEE WALL
FRAMING @ 12" OC SECURE
TO CONTINUOUS BENT PLATE
SEE STRUCTURAL DWGS.
LATERAL ANCHOR TIES @
16" OC HORIZONTAL SECURE
TO STEEL BEAM
SAFING INSULATION
LATERAL BRACE SUPPORT
ANGLE SECURE TO STEEL
BEAM. SEE STRUC.
12" CMU BACK-UP
BRICK VENEER
HORIZONTAL JOINT
REINFORCEMENT
EXTRUDED ALUMUNUM SILL
FLASHING TYP. @ STOREFRONT
4" CMU-5 VENEER
GROUT SOLID
THRU-WALL FLASHING WITH
WEEPS @ 24" OC
HORIZONTAL JOINT REINFORCING
@ 16" OC VERT.
SEE DETAIL 6/A512 FOR
SIMILAR NOTES
8" CMU
APPROXIMATE FINISH
GRADE SEE CIVIL DWGS
INSUL-1
1/2" PREFORMED FILLER W/ 1/2"
DEEP SEALANT
APPROX. FIN.GRADE
SLOPE
SHT MET-3 COPING
TREATED WOOD BLOCKING
FULLY ADHERED MEMBRANE FLASHING
ON 3/4" EXTERIOR PLYWOOD
SPR-2
CONTINUOUS BENT PLATE SEE
STRUCTURAL DRWGS
6" METAL STUD FRAMING
MP-1 METAL WALL PANEL
SYSTEM. SEE 2/A502 FOR
TYPICAL CONSTRUCTION NOTES
CONTINUOUS METAL END CLOSURE
FLASHING
TREATED WOOD BLOCKING
SHT MET-3 EXPANSION JOINT
COVER
SHT MET-3 METAL COUNTER FLASHING W/
CONTINUOUS CLEATS NAIL TO
TREATED WOOD NAILER
CONTINUOUS BENT PLATE TO
RECEIVE TREATED WOOD NAILER
SPR-2
FULLY ADHERED MENBRANE
FLASHING TURN UP UNDER METAL
FLASHING
STEEL BEAM WITH FP
DOUBLE STUD HEADER
CURVED STANDING SEAM
METAL ROOF SEE 4/A503
TREATED WOOD NAILER
CURVED METAL TRIM
FASCIA WITH CLEATS
ON 3/4" EXTERIOR
PLYWOOD NAILER
(CURVED)
SEALANT
SOFT JOINT
LATERAL ANCHOR TIES
@ 16" OC HORIZONTAL
CURVED STEEL BEAM
WITH FP
BRICK VENEER
AIR SPACE
8" NOM. CMU BACK-UP
SEALANT
MP-2 SOFFIT(CURVED)
ON METAL FURRING
MP-2 METAL WALL
PANEL SYSTEM
1/2" SEALANT JOINT
BRICK VENEER
AIR SPACE
METAL FLASHING WITH
WEEPS
CONTINUE 8" CMU BACKUP
TO UNDER SIDE OF METAL
DECK
24"X24" NOMINAL CONCRETE PAVER-2
ON PEDESTAL SPACERS
5" THICK CONCRETE SLAB ON GRADE
4" MIN. COMPACTED GRAVEL BED
COMPACTED SUBGRADE
1/2" PREFORMED COMPRESSABLE
FILLER WITH 3/8" DEEP SEALANT
24"X24" NOM. PAVER-2 ON
ADJUSTABLE PEDESTAL
WP-1 TURN UP CONCRETE
CURB
PROTECTION BOARD @ CURB TOP
CONCRETE CURB
SEE 1/A505 FOR TYPICAL
RETAINING WALL CONSTRUCTION
FINISH CEILING AS SCHEDULED
1/2" SEALANT JOINT
(REINFORCED) SEE CIVIL DRWGS FOR DETAILS
TYPICAL
SLOPE SLAB TO DRAIN
DOWEL @ 48" OC
SEE STRUCTURAL DRAWINGS FOR
SIZE & DETAILS
ROOF CONDITION @ HIGHPOINT
SHOWN DASHED
SHT. MET-3
ELASTIC SYNTHETIC RUBBER
SHEET REINFORCING
METAL TERMINATION BAR
FASTENED AT 12"OC
A5341
SCALE:1 1/2"=1'-0"
DETAIL1
A513
A513
DETAIL
SCALE:1 1/2"=1'-0"
BASE & FINISH FLOOR
PER SCHEDULE
RECESSED ENTRANCE MATT
CONCRETE SLAB ON GRADE
ALUMINUM DOOR PER SCHEDULE
ALUMINUM THRESHOLD
SET ON MASTIC
INSUL-1 PERIMETER INSULATION
ALUMINUM STOREFRONT
FRAME WITH THERMAL
BREAK
EXTRUDED ALUMINUM STOOL
TYPICAL @ STOREFRONT
SILL. FINISH SAME AS
STOREFRONT FINISH
DETAIL
SCALE:1 1/2"=1'-0"
A513
DETAIL
SCALE:1 1/2"=1'-0"
A513
DETAIL
SCALE:1 1/2"=1'-0"
A513
A513 SCALE:1 1/2"=1'-0"
DETAIL
A513 SCALE:1 1/2"=1'-0"
DETAIL
D.9 D.9
0.3
0.93
5.1
K
K
1'-0"
11 1/4" 3/4"
VA
RI
ES
W
SL
OP
E
6" 6" 6" 2 5/8"
2'-6" 8 1/4" 3 3/4"
1 1/2" 6" 4 1/2"
1'-0"
VA
RI
ES
W
SL
OP
E
VA
RI
ES
W
ITH
S
LO
PE
8"
3 7/8"8 1/8"
2" 3" 2"
1'-4"
1'-1 3/4"3"1'-1 1/4"
1'-4 1/4"
6"
4' -8
1'-1 3/4"3"
2" R
EC
ES
S
1'-6"
4 3/8" 7 5/8" 6"
2'-6"
1'-6" 1'-0"
4 3/8" 7 5/8" 6"
1 3/4" 1'-4 1/4"
1/2"
2" 3"
4" 1"
9"
VA
RI
ES
W /R
AD
IU
S
1/ 2"
1/ 2"2'-0"1/2"2'-0"
7"
H
PT
4" 1'-0"
1'-1 5/8"1'-1 5/8"
SHT MET-3 COPING W/ CLEATS
SOFT JOINT
TREATED WOOD BLOCKING
FULLY ADHERED MEMBRANE
FLASHING ON 3/4" EXTERIOR
PLYWOOD SHEATHING ON
METAL STUD FRAMING
1/2" EXT. SHEATHING WITH
BLDG. PAPER
SPR-2
4" METAL STUD KNEE WALL
FRAMING @ 12" OC SECURE
TO CONTINUOUS BENT PLATE
SEE STRUCTURAL DWGS.
LATERAL ANCHOR TIES @
16" OC HORIZONTAL SECURE
TO STEEL BEAM
SAFING INSULATION
LATERAL BRACE SUPPORT
ANGLE SECURE TO STEEL
BEAM. SEE STRUC.
12" CMU BACK-UP
BRICK VENEER
HORIZONTAL JOINT
REINFORCEMENT
EXTRUDED ALUMUNUM SILL
FLASHING TYP. @ STOREFRONT
4" CMU-5 VENEER
GROUT SOLID
THRU-WALL FLASHING WITH
WEEPS @ 24" OC
HORIZONTAL JOINT REINFORCING
@ 16" OC VERT.
SEE DETAIL 6/A512 FOR
SIMILAR NOTES
8" CMU
APPROXIMATE FINISH
GRADE SEE CIVIL DWGS
INSUL-1
1/2" PREFORMED FILLER W/ 1/2"
DEEP SEALANT
APPROX. FIN.GRADE
SLOPE
SHT MET-3 COPING
TREATED WOOD BLOCKING
FULLY ADHERED MEMBRANE FLASHING
ON 3/4" EXTERIOR PLYWOOD
SPR-2
CONTINUOUS BENT PLATE SEE
STRUCTURAL DRWGS
6" METAL STUD FRAMING
MP-1 METAL WALL PANEL
SYSTEM. SEE 2/A502 FOR
TYPICAL CONSTRUCTION NOTES
CONTINUOUS METAL END CLOSURE
FLASHING
TREATED WOOD BLOCKING
SHT MET-3 EXPANSION JOINT
COVER
SHT MET-3 METAL COUNTER FLASHING W/
CONTINUOUS CLEATS NAIL TO
TREATED WOOD NAILER
CONTINUOUS BENT PLATE TO
RECEIVE TREATED WOOD NAILER
SPR-2
FULLY ADHERED MENBRANE
FLASHING TURN UP UNDER METAL
FLASHING
STEEL BEAM WITH FP
DOUBLE STUD HEADER
CURVED STANDING SEAM
METAL ROOF SEE 4/A503
TREATED WOOD NAILER
CURVED METAL TRIM
FASCIA WITH CLEATS
ON 3/4" EXTERIOR
PLYWOOD NAILER
(CURVED)
SEALANT
SOFT JOINT
LATERAL ANCHOR TIES
@ 16" OC HORIZONTAL
CURVED STEEL BEAM
WITH FP
BRICK VENEER
AIR SPACE
8" NOM. CMU BACK-UP
SEALANT
MP-2 SOFFIT(CURVED)
ON METAL FURRING
MP-2 METAL WALL
PANEL SYSTEM
1/2" SEALANT JOINT
BRICK VENEER
AIR SPACE
METAL FLASHING WITH
WEEPS
CONTINUE 8" CMU BACKUP
TO UNDER SIDE OF METAL
DECK
24"X24" NOMINAL CONCRETE PAVER-2
ON PEDESTAL SPACERS
5" THICK CONCRETE SLAB ON GRADE
4" MIN. COMPACTED GRAVEL BED
COMPACTED SUBGRADE
1/2" PREFORMED COMPRESSABLE
FILLER WITH 3/8" DEEP SEALANT
24"X24" NOM. PAVER-2 ON
ADJUSTABLE PEDESTAL
WP-1 TURN UP CONCRETE
CURB
PROTECTION BOARD @ CURB TOP
CONCRETE CURB
SEE 1/A505 FOR TYPICAL
RETAINING WALL CONSTRUCTION
FINISH CEILING AS SCHEDULED
1/2" SEALANT JOINT
(REINFORCED) SEE CIVIL DRWGS FOR DETAILS
TYPICAL
SLOPE SLAB TO DRAIN
DOWEL @ 48" OC
SEE STRUCTURAL DRAWINGS FOR
SIZE & DETAILS
ROOF CONDITION @ HIGHPOINT
SHOWN DASHED
SHT. MET-3
ELASTIC SYNTHETIC RUBBER
SHEET REINFORCING
METAL TERMINATION BAR
FASTENED AT 12"OC
A5341
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
A513
3080632
GRAPHIC 88 329
EXTERIOR SECTIONAL DETAILS
1-1/2" = 1'-0"
1'9"6"0 3"
SCALE MUST BE USED.
REDUCTION, GRAPHIC
IF DRAWING IS A
CAUTION:
1 BULLETIN # 1 10/10/97
RECORD DRAWING November 14, 2002
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