A505.pdf

0"

2' -8

5' -4

M.

O.

1'- 4" (2 S

C) 2' -8

2' -8

5' -4

M.

O.

1'- 4" (2 S

C) 2' -8

10 EQ. SPACES @ 2'-0"=20'-0"

2'-0"

1'-3"

21'-0" 4'-0" 1'-6"

3 12

2' -8

EQ

LIT

ES

=8

8"

2' -8

EQ

LIT

ES

=1

1'- 4"

2' -8

EQ

LIT

ES

=1

1'- 4"

2' -8

2' -8

8' -8

2' -8

1'-

3"

4" O

VE

RA

LL

VA

RI

ES

TO

P

OF

B

EA

M

HP

2'-6" 1'-6"

5'-0"

6"

0"

VA

RI

ES

0"

2' -8

1'-6"

1'- 4"

2' -8

6' -6

/2

2' -9

/2

2' -8

EQ

LIT

ES

=1

1'- 4"

7"

4"

10"

2" EJ

1'-6"2" EJ

VARIES

1'-4"

4" NOMINAL

FILL. SEE DETAIL 1/A502

FOR ADDITIONAL NOTES

LIGHTWEIGHT CONCRETE

SPR-1 ON TAPERED

EXP JT.

FIRESAFING

EXP. JT.-___

MP-2

322'-0"

FIRST FL.

348'-0"

ROOF SLAB

365'-3"

@ H.PT.

364'-0"

@ L. PT.

360'-0"

ROOF SLAB

348'-0"

THIRD FL.

336'-0"

SECOND FL.

FIRST FL.

322'-0"

GROUND FL.

308'-0"

-FILTER FABRIC

DRAIN PIPE, SEE PLUMBING

A 1 1 0.8

3/8"=1'-0"

WALL SECTION @ EXP. JT.3

A505

3/8"-1'-0"

WALL SECTION @ CURTAINWALL2

A5053/8"-1'-0"

WALL SECTION @ ENTRANCE CANOPY1

A505

FLOOR

RAISED ACCESS

REINFORCED

12" NOM. CMU-2

4" NOM. CMU-2

SFP

STEEL BEAM WITH

WITH SFP

CURVED STEEL BEAM

DET 4/A503

CONSTRUCTION SEE

TYPICAL METAL ROOF

JOINT COVER

CURVED EXP

STEP FLASHING

2 PIECE THRU WALL

BRICK VENEER

APC-1

FOR UPLIFT WIND.

FRAMING SYSTEM. DESIGN

PLS-11 ON METAL STUD

(INSUL-21)

SECURE TO METAL STUD

FOIL FACED BATT INSUL

GL-52

INSULATING GLASS

SUPPORT. SEE STRUCT.

6"X 18" STEEL TUBE COLUMN

WITH THERMAL BREAK CW-__

ALUMINUM CURTAINWALL FRAME

4" INSUL-15 (R=__)

NOTES

2/A502 FOR ADDITIONAL

FRAMING. SEE DETAIL

SYSTEM ON METAL STUD

MP-1 METAL WALL PANEL

MIN.

SLOPE 1/2"PER FOOT

STEEL BEAM WITH SFP

SFP

3" METAL DECK WITH

SPR-2

SHT MET-3 GRAVEL STOP

TYPICAL RETAINING WALL CONSTRUCTION

VAPOR BARRIER

CONT. WATERSTOP

FILLER

PREFORMED COMPRESSABLE

CONCRETE SLAB ON GRADE

-POROUS BACKFILL

WITH PROTECTION BOARD

-BITUMINOUS DAMPROOFING

WALL. SEE STRUCT

-CONCRETE RETAINING

PIPE DRAIN BEYOND

MAT

RECESSED ENTRANCE

PER SCHEDULE

ALUMINUM DOOR

APPROXIMATE FINISH GRADE

APC-1

BRICK VENEER

SHT-MET 3 COPING

SPR-1

ALUMINUM WINDOW FRAME

GUTTER WITH SCREEN

CONTINUOUS SHT MET- 3

DETAILS

BEAM. SEE STRUCT FOR

CONCRETE SPANDREL

PAINTED. SECURE TO

STEEL BEAM FRAMING

GALVANIZED

'PAN

GLASS (GL-33)

1/2" CLEAR LAMINATED

SKYLIGHT FRAME

ALUMINUM ENTRANCE

PAINTED

STEEL CABLE SUPPORT

3/4" DIA. GALVANIZED

3/8"=1'-0"

WALL SECTION @ EXP. JT.

AAA

A505

PAVER-2 SYSTEM

BREAK

FRAME WITH THERMAL

ALUMINUM CURTAINWALL

APC-1

MP-2

EXP. JT.-___

PER SCHEDULE

SUSPENDED ACT

FIRESAFING

REINFORCING

FOR ADDITIONAL NOTES

FILL. SEE DETAIL 1/A502

LIGHTWEIGHT CONCRETE

SPR-1 ON TAPERED

1'-3"3"

EXTRUDED ALUMINUM

SILL

2" R

EC

ES

S

2" INSUL-15

1'-4" 2 5/8"

1'-6"

1'-8 7/8"

VARIES SEE PLAN

1'-10 7/8"

2"

8" M

IN

5' -4

3' -1

3/

8" 5/

8" (3

BC

8" NOMINAL REINFORCED CMU BACK-UP

WALL SECTION @ PLANTER5

A505 3/8"=1'-0"

4'-8" 1'-6"

1'- 3"

1'-0"

2' -6

M

IN

1'- 0"

1'-4"

8"322'-0"

FIRST FL.

336'-0"

SECOND FL.

THIRD FL.

348'-0"

ROOF SLAB

360'-0"

2' -8

CAST STONE COPING

4" NOM. CMU-5

8" REINFORCED

CMU BACK-UP W/

#4 @ 16" O.C.

CONCRETE FOOTING

W/4 #5 REBAR

BITUMINOUS DAMPROOFING

W/ PROTECTION BOARD

FINISH CONC. PAVER

APC-1

CONTINUOUS SEALANT

FLASHING W/ WEEPS

SEE LANDSCAPE DWGS.

FOR ADDITIONAL NOTES

TYPICAL WALL CONST.

SEE 2/A501 FOR NOTES

PLANTER

SEE 1/A505

FOR TYP.

RETAINING

WALL NOTES

8" CONC.

CURB TYP.

@ PLANTER

SL

A

3' -4

MC

)4"

5" 2" 1'-0"

A517

A517

A517

A513

SIM.

A517

A517

A517

A512

SIM.

A512

A512

REV.

REV.

A512

SIM.

PAVER-2 SYSTEM SEE

1/A508 FOR ADDITIONAL

NOTES & DETAILS

CONCRETE SIDEWALK SEE CIVIL

CONCRETE STAIR SEE

LANDSCAPE DRAWINGS

DETAIL 4/L303

TO RETAINING WALL

DOWEL CONCRETE SLAB

ALUM. GUTTER

RUBBER SHEET

EXP JT.

ELASTIC SYNTHETIC

FIN TUBE PIPE W/

PIPE INSULATION

CW SUPPORT DELETE

SHEATHING TO

CONTINUE CEILING

PLENUM SPACE AT

CANTELIVERED SOFFIT

VARIES

9'-0" max.

3'-0" min.

2'-6"

C.L. PIPE

HP + 315'-0"

LP + 303'-0"

0"

2' -8

5' -4

M.

O.

1'- 4" (2 S

C) 2' -8

2' -8

5' -4

M.

O.

1'- 4" (2 S

C) 2' -8

10 EQ. SPACES @ 2'-0"=20'-0"

2'-0"

1'-3"

21'-0" 4'-0" 1'-6"

3 12

2' -8

EQ

LIT

ES

=8

8"

2' -8

EQ

LIT

ES

=1

1'- 4"

2' -8

EQ

LIT

ES

=1

1'- 4"

2' -8

2' -8

8' -8

2' -8

1'-

3"

4" O

VE

RA

LL

VA

RI

ES

TO

P

OF

B

EA

M

HP

2'-6" 1'-6"

5'-0"

6"

0"

VA

RI

ES

0"

2' -8

1'-6"

2" EJ

VARIES

4" NOMINAL

FILL. SEE DETAIL 1/A502

FOR ADDITIONAL NOTES

LIGHTWEIGHT CONCRETE

SPR-1 ON TAPERED

EXP JT.

FIRESAFING

EXP. JT.-___

MP-2

322'-0"

FIRST FL.

348'-0"

ROOF SLAB

365'-3"

@ H.PT.

364'-0"

@ L. PT.

360'-0"

ROOF SLAB

348'-0"

THIRD FL.

336'-0"

SECOND FL.

FIRST FL.

322'-0"

GROUND FL.

308'-0"

-FILTER FABRIC

DRAIN PIPE, SEE PLUMBING

A 1 1 0.8

3/8"=1'-0"

WALL SECTION @ EXP. JT.3

A505

3/8"-1'-0"

WALL SECTION @ CURTAINWALL2

A5053/8"-1'-0"

WALL SECTION @ ENTRANCE CANOPY1

A505

FLOOR

RAISED ACCESS

REINFORCED

12" NOM. CMU-2

4" NOM. CMU-2

SFP

STEEL BEAM WITH

WITH SFP

CURVED STEEL BEAM

DET 4/A503

CONSTRUCTION SEE

TYPICAL METAL ROOF

JOINT COVER

CURVED EXP

STEP FLASHING

2 PIECE THRU WALL

BRICK VENEER

APC-1

FOR UPLIFT WIND.

FRAMING SYSTEM. DESIGN

PLS-11 ON METAL STUD

(INSUL-21)

SECURE TO METAL STUD

FOIL FACED BATT INSUL

GL-52

INSULATING GLASS

SUPPORT. SEE STRUCT.

6"X 18" STEEL TUBE COLUMN

WITH THERMAL BREAK CW-__

ALUMINUM CURTAINWALL FRAME

4" INSUL-15 (R=__)

NOTES

2/A502 FOR ADDITIONAL

FRAMING. SEE DETAIL

SYSTEM ON METAL STUD

MP-1 METAL WALL PANEL

MIN.

SLOPE 1/2"PER FOOT

STEEL BEAM WITH SFP

SFP

3" METAL DECK WITH

SPR-2

SHT MET-3 GRAVEL STOP

TYPICAL RETAINING WALL CONSTRUCTION

VAPOR BARRIER

CONT. WATERSTOP

FILLER

PREFORMED COMPRESSABLE

CONCRETE SLAB ON GRADE

-POROUS BACKFILL

WITH PROTECTION BOARD

-BITUMINOUS DAMPROOFING

WALL. SEE STRUCT

-CONCRETE RETAINING

PIPE DRAIN BEYOND

MAT

RECESSED ENTRANCE

PER SCHEDULE

ALUMINUM DOOR

APPROXIMATE FINISH GRADE

APC-1

BRICK VENEER

SHT-MET 3 COPING

SPR-1

ALUMINUM WINDOW FRAME

GUTTER WITH SCREEN

CONTINUOUS SHT MET- 3

DETAILS

BEAM. SEE STRUCT FOR

CONCRETE SPANDREL

PAINTED. SECURE TO

STEEL BEAM FRAMING

GALVANIZED

'PAN

GLASS (GL-33)

1/2" CLEAR LAMINATED

SKYLIGHT FRAME

ALUMINUM ENTRANCE

PAINTED

STEEL CABLE SUPPORT

3/4" DIA. GALVANIZED

PAVER-2 SYSTEM

BREAK

FRAME WITH THERMAL

ALUMINUM CURTAINWALL

SUSPENDED ACT

SPR-1 ON TAPERED

EXTRUDED ALUMINUM

SILL

2" R

EC

ES

S

2" INSUL-15

1'-4" 2 5/8"

1'-6"

1'-8 7/8"

VARIES SEE PLAN

1'-10 7/8"

2"

8" M

IN

5' -4

3' -1

3/

8" 5/

8" (3

BC

8" NOMINAL REINFORCED CMU BACK-UP

A517

A517

A517

A513

SIM.

A517

A517

A512

SIM.

PAVER-2 SYSTEM SEE

1/A508 FOR ADDITIONAL

NOTES & DETAILS

CONCRETE SIDEWALK SEE CIVIL

CONCRETE STAIR SEE

LANDSCAPE DRAWINGS

DETAIL 4/L303

TO RETAINING WALL

DOWEL CONCRETE SLAB

ALUM. GUTTER

FIN TUBE PIPE W/

PIPE INSULATION

CW SUPPORT DELETE

SHEATHING TO

CONTINUE CEILING

PLENUM SPACE AT

CANTELIVERED SOFFIT

VARIES

9'-0" max.

3'-0" min.

2'-6"

C.L. PIPE

HP + 315'-0"

LP + 303'-0"

1'- 4"

2' -8

6' -6

/2

2' -9

/2

2' -8

EQ

LIT

ES

=1

1'- 4"

7"

4"

10"

2" EJ

1'-6"

1'-4"

3/8"=1'-0"

WALL SECTION @ EXP. JT.

AAA

A505

PAVER-2 SYSTEM

BREAK

FRAME WITH THERMAL

ALUMINUM CURTAINWALL

APC-1

MP-2

EXP. JT.-___

PER SCHEDULE

SUSPENDED ACT

FIRESAFING

REINFORCING

FOR ADDITIONAL NOTES

FILL. SEE DETAIL 1/A502

LIGHTWEIGHT CONCRETE

SPR-1 ON TAPERED

1'-3"3"

EXTRUDED ALUMINUM

SILL

WALL SECTION @ PLANTER5

A505 3/8"=1'-0"

4'-8" 1'-6"

1'- 3"

1'-0"

2' -6

M

IN

1'- 0"

1'-4"

8"322'-0"

FIRST FL.

336'-0"

SECOND FL.

THIRD FL.

348'-0"

ROOF SLAB

360'-0"

2' -8

CAST STONE COPING

4" NOM. CMU-5

8" REINFORCED

CMU BACK-UP W/

#4 @ 16" O.C.

CONCRETE FOOTING

W/4 #5 REBAR

BITUMINOUS DAMPROOFING

W/ PROTECTION BOARD

FINISH CONC. PAVER

APC-1

CONTINUOUS SEALANT

FLASHING W/ WEEPS

SEE LANDSCAPE DWGS.

FOR ADDITIONAL NOTES

TYPICAL WALL CONST.

SEE 2/A501 FOR NOTES

PLANTER

SEE 1/A505

FOR TYP.

RETAINING

WALL NOTES

8" CONC.

CURB TYP.

@ PLANTER

SL

A

3' -4

MC

)4"

5" 2" 1'-0"

A517

A512

SIM.

A512

A512

REV.

REV.

ALUM. GUTTER

RUBBER SHEET

EXP JT.

ELASTIC SYNTHETIC

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

A505

3080625

GRAPHIC 81 329

EXTERIOR WALL SECTIONS

60% SUBMISSION 23 NOV 93 4 NOV

3/8" = 1'-0"

3'2'1'06"

SCALE MUST BE USED.

REDUCTION, GRAPHIC

IF DRAWING IS A

CAUTION:

RFI # 2

BULLETIN # 1

5-19-97 10-10-97

3 RFI # 199 3-2-98

RECORD DRAWING November 14, 2002