A506.pdf

L

OPEN

9'-0 1/2"5'-10"

1' 0" 8"

9' 6"

4"

9'

3'-8"

2' 0"

OPEN

7'-2"

1'-4"2'-2"

9" R5"

R5"

7'-0 1/2"

4" 4"

ELEVATION @ COLUMN LINE D8

RFI # 159 SUPPLEMENT

10" 10"1'-0"1'-0"

6"

1' 0"

6"

1'-0" 10"1'-0"10"4" 4"

A A

3/4" DIA.-A36 THRU BOLTS,TYP.

3 X 3 X 5/16 X 6"L CLIP ANGLE

MC 8X8.5 EACH SIDE

3/4" DIA.-A36 THRU BOLTS,TYP.

(3 REQUIRED)

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

1/4"

BEARING CMU

12X24 CMU PILASTER

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

3 X 3 X 5/16 X 6"L CLIP ANGLE

MC 8X8.5 EACH SIDE(ABOVE)

3/4" DIA.-A36 THRU BOLTS,TYP.

1/4"

1/4"

PLAN DETAIL A-A

DETAIL ELEVATION-D8

8"

RFI#159 SUPPLEMENT

RFI#159 SUPPLEMENT

RFI # 159 SUPPLEMENT

ELEVATION @ COLUMN LINE D7

9' "11 4"

9' 6"

5'-10"

10"

8"

4"

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

10"

RFI#159 SUPPLEMENT

PLAN DETAIL B-B

3/4" DIA.-A36 THRU BOLTS,TYP.

MC 8X8.5 EACH SIDE(ABOVE)

3 X 3 X 5/16 X 6"L CLIP ANGLE

12X24 CMU PILASTER

BEARING CMU

1'-0" 1'-0"

1/4"

4"

7'-0 1/2" 9'-0 1/2"

OPEN

1' 0"

10"

7'-2"

3'-8"3'-6"

9"

6"

4"

6"

RFI#159 SUPPLEMENT

DETAIL ELEVATION-D7

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

10"

1/4"

(3 REQUIRED)

3/4" DIA.-A36 THRU BOLTS,TYP.

MC 8X8.5 EACH SIDE

3 X 3 X 5/16 X 6"L CLIP ANGLE

3/4" DIA.-A36 THRU BOLTS,TYP.

1'-0" 1'-0"

2' 0"

8"

1/4" B B

4"

OPEN

D7D8

4"

9'

4" 10"

ELEVATION @ COLUMN LINE D6

RFI # 159 SUPPLEMENT

D68"

4"1'-0"1'-0"

3/4" DIA.-A36 THRU BOLTS,TYP.

10"

RFI#159 SUPPLEMENT

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

BEARING CMU

MC 8X8.5 EACH SIDE(ABOVE)

PLAN DETAIL C-C @D-6

1/4"

4"

6"

3'-8"

5'-2"

10"

9"

C C1'

9"

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

DETAIL ELEVATION-D6

RFI#159 SUPPLEMENT

3/4" DIA.-A36 THRU BOLTS,TYP.

(3 REQUIRED)

6"

3/4" DIA.-A36 THRU BOLTS,TYP.

10"

8"

1'-0"1'-0"

MC 8X8.5 EACH SIDE

1/4"

4"

1/4"

MAX. OPENING @ D6

CORRIDOR ONLY

8'-0" CEILING

CORRIDOR @ MEZZANINE

5'-3"

CORRIDOR @ GROUND FL

8' 0"

MAX. OPENING @ D6

CORRIDOR ONLY

3'-8"

1/4"

A506

WALL SECTION

3/8"=1'-0"

A506

SECTION

3/8"=1'-0"

A506 3/8"=1'-0"

A506

WALL SECTION

3/8"=1'-0"

A5063/8"=1'-0"

A506

WALL WALL

SECTION

WALL

SECTION

WALL

SECTION

3/8"=1'-0"

TOP OF COPING

366'-0"

TOP OF COPING

371'-6"

STEEL @ L.PT.

369'-6"

STEEL @ L.PT.

364'-0"

PENTHOUSE FL.

355'-4"

PENTHOUSE FL.

350'-0"

THIRD FL.

345'-4"

SECOND FL

336'-0"

FIRST FL.

326'-8"

FIRST FL.

322'-0"

MEZZANINE FL.

317'-4"

GROUND FL.

308'-0"

GROUND FL.

306'-0"

SECOND FL

336'-0"

FIRST FL.

326'-8"

MEZZANINE FL.

317'-4"

THIRD FL.

345'-4"

GROUND FL.

306'-0"

FINISH SOFFIT

352'-6"

BEARING @ H.PT.

355'-2"

BEARING @ L.PT.

362'-6"

363'-2" TOP OF STEEL BM.

TOP OF MASONRY

365'-10"

FINISH SOFFIT

352'-6"

4"

B C)

8"

SC

4"

B C)

8"

SC

3/ 8"

BC

5/

8"

4"

M

AS

ON

RY

C

OU

RS

E)

2"

VA

RI

ES

5/

8"

3/ 8"

BC

7"

H .P T.

2"

VA

RI

ES

6" 1'-0"1'-0" 6"

1'-1 5/8"4 3/8"

2'-6"

1'-10"2"6"6" 2 5/8"

1'-6"6"6" 8 5/8" 1'-4 1/4"

6 1/4"6"4"

1'-8"

4" 6"6" 4"

1'-8"

6" 4"6"4"

1'-4 1/4"

6 1/4"4"6"

17'-4" 3'-3" 7"

3 5/8" 2"

2"

8"

BC

0"

BC

VA

RI

ES

VA

RI

ES

8" M

C)

0"

BC

4' -6

/8

(1

BC

7 5/8"6" 2"

A517

1 D9 D6

SHT. MET-3 COPING

FULLY ADHERED

MEMBRANE FLASHING

TURN UP UNDER COPING

SPR-2 ON INSUL-15

METAL DECK W/ FP

STEEL BEAM W/ FP

ADJUSTABLE

MASONRY TIES

SECURE TO STEEL

BEAM-SEE STRUCT.

SUSPENDED CEILING

PER SCHEDULE

HORIZONTAL JOINT

REINFORCEMENT

@ 16" O.C. VERT.

CONCRETE BEAM

SEE STRUCT.;

GALV. SHELF

ANGLE, TYP.

2" INSUL-15

BRICK VENEER

BOTH SIDES

AIR SPACE

8" CMU BACK-UP

BITUMINUOUS

DAMPROOFING

THRU WALL

FLASHING W/

WEEPS, TYP.

CONCRETE BEAM

GALV. SHELF

ANGLE, TYP.

SLIDING TRACK

CONNECTION-

ALLOW FOR

ANTICIPATED

VERTICAL

MOVEMENT

CONCRETE STAIR

TREAD

CONCRETE SLAB

& BEAM

SUSPENDED FIN.

CEILING

APPROX. FIN.

GRADE

THRU WALL

FLASHING W/

WEEPS

CONCRETE SLAB

ON GRADE

INSUL-1

1/2" EXT. GYB. SHEATHING W/ BLDG. PAPER

FULLY ADHERED MEMBRANE FLASHING ON 3/4" EXT. PLYWOOD SHEATHING

ADJUST. BRICK TIES PROVIDE 1 EVERY 2 SQ. FT

OF WALL SURFACE

CONTINUOUS BENT PLATE-SEE STRUCT. DWGS.

FILL W/ INSUL-21

STEEL BEAM W/ FP

SLIDING CONNECTION TO ALLOW FOR

VERTICAL MOVEMENT SECURE TO BEAM

MECH. RM

INSUL-15

GYB. BD

SPR-1

FULLY ADHERED MEMBRANE FLASHING

GROUT FILL CRICKET

INSUL-22 SOUND

12" NOM. BEARING CMU-SEE STRUCT.

METAL STUD FRAMING @ 16" O.C. SECURE TO STUCT.

ATTENUATION

L.PT. BEARING

354'-6"

TOP OF MASONRY

357'-10" PARAPET

BRICK VENEER

AIR SPACE

INSUL-15

GALV. BRICK SHELF

ANGLE, TYP.

PAVER-2 SYSTEM ON

ADJUSTABLE PEDESTALS

ON INSUL-1

WP-1 OVER SLOPED

CONCRETE SLAB

THRU WALL FLASHING

W/ WEEPS

GALV. BRICK SHELF

ANGLE SECURE TO DORM

EXPANSION JOINT

SEAL

CONCRETE CURB

SAFING INSUL

8" PRECAST CORE PLANK

W/ 2 " CONC. TOPPING

CMU-5 VENEER

DORM RM

2" INSUL-15

GYB. BD.

FIN. CEILING PER SCHED.

SAFING INSUL

GYB. BD. ON METAL STUD

FRAMING SECURE TO

CONCRETE STRUCTURE

SIDE ONLY

INSUL-15

PLS-11

CMU-5 VENEER

BOTH SIDES

CONCRETE SLAB ON

GRADE

PREFORMED

COMPRESSABLE JOINT

FILLER W/ SEALANT

BASE & FIN. FL. PER

SCHEDULE

SHT. MET-3 COPING

FULLY ADHERED

MEMBRANE FLASHING

8" BEARING CMU

SEE STRUCT.

SPR-1

SUSPENDED FIN.

CEILING

PAVER-1 ON INSUL-1

BRICK VENEER

12" BEARING CMU

SEE STRUCT.

PLS-11

TYPICAL WALL

CONSTRUCTION SEE

2/A501

BITUMINUOUS

DAMPROOFING, TYP.

BOTH SIDES

GALV. HORIZONTAL

JOINT REINFORCEMENT

@ 16" O.C. VERT.

THRU WALL FLASHING

W/ WEEPS, TYP. BOTH

SIDES

CONCRETE FILL-SEE

STRUCT.

CONTINUOUS BOND

BEAM

GALV. ADJUST. BRICK

SHELF ANGLE, TYP.

BOTH SIDES

GALVANIZED STEEL

STAIR STRINGER

THRU BOLT TO 12"

REINFORCED CMU

WALL

APPROX. FIN. GRADE

CONCRETE SLAB

ON GRADE

PREFORMED JOINT

FILLER W/ SEALANT

CMU-5 VENEER

CENTERLINE OF STEEL BEAM

SHT. MET-3 COPING

PAVER-1 ON INSUL-1 ON SPR-1

8" PRECAST CONCRETE CORE PLANK

ROOF DRAIN SEE 3/A514

STEEL BEAM W/ FP BEAR IN

REINFORCED CMU WALL BEYOND

SEE STRUCT. DWGS.

MP-2 METAL PANEL SYSTEM ON

GALV. METAL STUD FRAMING

SECURE TO PRECAST CONRETE

CORE PLANK

GALVANIZED STEEL CHANNEL FASCIA

CONTINUOUS SEALANT

THRU WALL FLASHING W/ WEEPS

SUSPENDED PLS-11 SOFFIT

SYSTEM DESIGN TO RESIST

UPLIFT WIND PRESSURE

CONTINUOUS EDGE TRIM, TYPICAL

GALVANIZED METAL STAIR SYSTEM

SEE 1/A601

BRICK VENEER

CONTINUOUS SEALANT & BACKER ROD

10"

BRICK VENEER

1'- 0" 9@

2" O

C

VE

RT

=9

0"

1'- 6"

2' -7

2'-0"

7"

R1 1/ 4"

R1'-0 1/4"

2"X1/2" GALVANIZED

STEEL PLATE

7/8" RUNGS,TYP.

INTERMEDIATE

BRACKET SUPPORTS

@ 48"OC MAX.

3"X1/2" BENT PLATE

ANCHOR GROUT

SOLID IN CMU

TWIST

TOP OF MASONRY

365'-10"

TOP OF

364'-6"

STEEL STUD

A513

3A A609

48" HIGH PAINTED

STEEL PLATE SCREEN

ATTACHED TO

HANDRAIL. SEE

L

OPEN

9'-0 1/2"5'-10"

1' 0" 8"

9' 6"

4"

9'

3'-8"

2' 0"

OPEN

7'-2"

1'-4"2'-2"

9" R5"

R5"

7'-0 1/2"

4" 4"

ELEVATION @ COLUMN LINE D8

RFI # 159 SUPPLEMENT

10" 10"1'-0"1'-0"

6"

1' 0"

6"

1'-0" 10"1'-0"10"4" 4"

A A

3/4" DIA.-A36 THRU BOLTS,TYP.

3 X 3 X 5/16 X 6"L CLIP ANGLE

MC 8X8.5 EACH SIDE

3/4" DIA.-A36 THRU BOLTS,TYP.

(3 REQUIRED)

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

1/4"

BEARING CMU

12X24 CMU PILASTER

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

3 X 3 X 5/16 X 6"L CLIP ANGLE

MC 8X8.5 EACH SIDE(ABOVE)

3/4" DIA.-A36 THRU BOLTS,TYP.

1/4"

1/4"

PLAN DETAIL A-A

DETAIL ELEVATION-D8

8"

RFI#159 SUPPLEMENT

RFI#159 SUPPLEMENT

RFI # 159 SUPPLEMENT

ELEVATION @ COLUMN LINE D7

9' "11 4"

9' 6"

5'-10"

10"

8"

4"

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

10"

RFI#159 SUPPLEMENT

PLAN DETAIL B-B

3/4" DIA.-A36 THRU BOLTS,TYP.

MC 8X8.5 EACH SIDE(ABOVE)

3 X 3 X 5/16 X 6"L CLIP ANGLE

12X24 CMU PILASTER

BEARING CMU

1'-0" 1'-0"

1/4"

4"

7'-0 1/2" 9'-0 1/2"

OPEN

1' 0"

10"

7'-2"

3'-8"3'-6"

9"

6"

4"

6"

RFI#159 SUPPLEMENT

DETAIL ELEVATION-D7

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

10"

1/4"

(3 REQUIRED)

3/4" DIA.-A36 THRU BOLTS,TYP.

MC 8X8.5 EACH SIDE

3 X 3 X 5/16 X 6"L CLIP ANGLE

3/4" DIA.-A36 THRU BOLTS,TYP.

1'-0" 1'-0"

2' 0"

8"

1/4" B B

4"

OPEN

D7D8

4"

9'

4" 10"

ELEVATION @ COLUMN LINE D6

RFI # 159 SUPPLEMENT

D68"

4"1'-0"1'-0"

3/4" DIA.-A36 THRU BOLTS,TYP.

10"

RFI#159 SUPPLEMENT

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

BEARING CMU

MC 8X8.5 EACH SIDE(ABOVE)

PLAN DETAIL C-C @D-6

1/4"

4"

6"

3'-8"

5'-2"

10"

9"

C C1'

9"

6 X 3 1/2 X 5/16 ANGLE, TYP. EACH SIDE

DETAIL ELEVATION-D6

RFI#159 SUPPLEMENT

3/4" DIA.-A36 THRU BOLTS,TYP.

(3 REQUIRED)

6"

3/4" DIA.-A36 THRU BOLTS,TYP.

10"

8"

1'-0"1'-0"

MC 8X8.5 EACH SIDE

1/4"

4"

1/4"

MAX. OPENING @ D6

CORRIDOR ONLY

8'-0" CEILING

CORRIDOR @ MEZZANINE

5'-3"

CORRIDOR @ GROUND FL

8' 0"

MAX. OPENING @ D6

CORRIDOR ONLY

3'-8"

1/4"

A506

WALL SECTION

3/8"=1'-0"

A506

SECTION

3/8"=1'-0"

A506 3/8"=1'-0"

A506

WALL SECTION

3/8"=1'-0"

A5063/8"=1'-0"

A506

WALL WALL

SECTION

WALL

SECTION

WALL

SECTION

3/8"=1'-0"

TOP OF COPING

366'-0"

TOP OF COPING

371'-6"

STEEL @ L.PT.

369'-6"

STEEL @ L.PT.

364'-0"

PENTHOUSE FL.

355'-4"

PENTHOUSE FL.

350'-0"

THIRD FL.

345'-4"

SECOND FL

336'-0"

FIRST FL.

326'-8"

FIRST FL.

322'-0"

MEZZANINE FL.

317'-4"

GROUND FL.

308'-0"

GROUND FL.

306'-0"

SECOND FL

336'-0"

FIRST FL.

326'-8"

MEZZANINE FL.

317'-4"

THIRD FL.

345'-4"

GROUND FL.

306'-0"

FINISH SOFFIT

352'-6"

BEARING @ H.PT.

355'-2"

BEARING @ L.PT.

362'-6"

363'-2" TOP OF STEEL BM.

TOP OF MASONRY

365'-10"

FINISH SOFFIT

352'-6"

4"

B C)

8"

SC

4"

B C)

8"

SC

3/ 8"

BC

5/

8"

4"

M

AS

ON

RY

C

OU

RS

E)

2"

VA

RI

ES

5/

8"

3/ 8"

BC

7"

H .P T.

2"

VA

RI

ES

6" 1'-0"1'-0" 6"

1'-1 5/8"4 3/8"

2'-6"

1'-10"2"6"6" 2 5/8"

1'-6"6"6" 8 5/8" 1'-4 1/4"

6 1/4"6"4"

1'-8"

4" 6"6" 4"

1'-8"

6" 4"6"4"

1'-4 1/4"

6 1/4"4"6"

17'-4" 3'-3" 7"

3 5/8" 2"

2"

8"

BC

0"

BC

VA

RI

ES

VA

RI

ES

8" M

C)

0"

BC

4' -6

/8

(1

BC

7 5/8"6" 2"

A517

1 D9 D6

SHT. MET-3 COPING

FULLY ADHERED

MEMBRANE FLASHING

TURN UP UNDER COPING

SPR-2 ON INSUL-15

METAL DECK W/ FP

STEEL BEAM W/ FP

ADJUSTABLE

MASONRY TIES

SECURE TO STEEL

BEAM-SEE STRUCT.

SUSPENDED CEILING

PER SCHEDULE

HORIZONTAL JOINT

REINFORCEMENT

@ 16" O.C. VERT.

CONCRETE BEAM

SEE STRUCT.;

GALV. SHELF

ANGLE, TYP.

2" INSUL-15

BRICK VENEER

BOTH SIDES

AIR SPACE

8" CMU BACK-UP

BITUMINUOUS

DAMPROOFING

THRU WALL

FLASHING W/

WEEPS, TYP.

CONCRETE BEAM

GALV. SHELF

ANGLE, TYP.

SLIDING TRACK

CONNECTION-

ALLOW FOR

ANTICIPATED

VERTICAL

MOVEMENT

CONCRETE STAIR

TREAD

CONCRETE SLAB

& BEAM

SUSPENDED FIN.

CEILING

APPROX. FIN.

GRADE

THRU WALL

FLASHING W/

WEEPS

CONCRETE SLAB

ON GRADE

INSUL-1

1/2" EXT. GYB. SHEATHING W/ BLDG. PAPER

FULLY ADHERED MEMBRANE FLASHING ON 3/4" EXT. PLYWOOD SHEATHING

ADJUST. BRICK TIES PROVIDE 1 EVERY 2 SQ. FT

OF WALL SURFACE

CONTINUOUS BENT PLATE-SEE STRUCT. DWGS.

FILL W/ INSUL-21

STEEL BEAM W/ FP

SLIDING CONNECTION TO ALLOW FOR

VERTICAL MOVEMENT SECURE TO BEAM

MECH. RM

INSUL-15

GYB. BD

SPR-1

FULLY ADHERED MEMBRANE FLASHING

GROUT FILL CRICKET

INSUL-22 SOUND

12" NOM. BEARING CMU-SEE STRUCT.

METAL STUD FRAMING @ 16" O.C. SECURE TO STUCT.

ATTENUATION

L.PT. BEARING

354'-6"

TOP OF MASONRY

357'-10" PARAPET

BRICK VENEER

AIR SPACE

INSUL-15

GALV. BRICK SHELF

ANGLE, TYP.

PAVER-2 SYSTEM ON

ADJUSTABLE PEDESTALS

ON INSUL-1

WP-1 OVER SLOPED

CONCRETE SLAB

THRU WALL FLASHING

W/ WEEPS

GALV. BRICK SHELF

ANGLE SECURE TO DORM

EXPANSION JOINT

SEAL

CONCRETE CURB

SAFING INSUL

8" PRECAST CORE PLANK

W/ 2 " CONC. TOPPING

CMU-5 VENEER

DORM RM

2" INSUL-15

GYB. BD.

FIN. CEILING PER SCHED.

SAFING INSUL

GYB. BD. ON METAL STUD

FRAMING SECURE TO

CONCRETE STRUCTURE

SIDE ONLY

INSUL-15

PLS-11

CMU-5 VENEER

BOTH SIDES

CONCRETE SLAB ON

GRADE

PREFORMED

COMPRESSABLE JOINT

FILLER W/ SEALANT

BASE & FIN. FL. PER

SCHEDULE

SHT. MET-3 COPING

FULLY ADHERED

MEMBRANE FLASHING

8" BEARING CMU

SEE STRUCT.

SPR-1

SUSPENDED FIN.

CEILING

PAVER-1 ON INSUL-1

BRICK VENEER

12" BEARING CMU

SEE STRUCT.

PLS-11

TYPICAL WALL

CONSTRUCTION SEE

2/A501

BITUMINUOUS

DAMPROOFING, TYP.

BOTH SIDES

GALV. HORIZONTAL

JOINT REINFORCEMENT

@ 16" O.C. VERT.

THRU WALL FLASHING

W/ WEEPS, TYP. BOTH

SIDES

CONCRETE FILL-SEE

STRUCT.

CONTINUOUS BOND

BEAM

GALV. ADJUST. BRICK

SHELF ANGLE, TYP.

BOTH SIDES

GALVANIZED STEEL

STAIR STRINGER

THRU BOLT TO 12"

REINFORCED CMU

WALL

APPROX. FIN. GRADE

CONCRETE SLAB

ON GRADE

PREFORMED JOINT

FILLER W/ SEALANT

CMU-5 VENEER

CENTERLINE OF STEEL BEAM

SHT. MET-3 COPING

PAVER-1 ON INSUL-1 ON SPR-1

8" PRECAST CONCRETE CORE PLANK

ROOF DRAIN SEE 3/A514

STEEL BEAM W/ FP BEAR IN

REINFORCED CMU WALL BEYOND

SEE STRUCT. DWGS.

MP-2 METAL PANEL SYSTEM ON

GALV. METAL STUD FRAMING

SECURE TO PRECAST CONRETE

CORE PLANK

GALVANIZED STEEL CHANNEL FASCIA

CONTINUOUS SEALANT

THRU WALL FLASHING W/ WEEPS

SUSPENDED PLS-11 SOFFIT

SYSTEM DESIGN TO RESIST

UPLIFT WIND PRESSURE

CONTINUOUS EDGE TRIM, TYPICAL

GALVANIZED METAL STAIR SYSTEM

SEE 1/A601

BRICK VENEER

CONTINUOUS SEALANT & BACKER ROD

10"

BRICK VENEER

1'- 0" 9@

2" O

C

VE

RT

=9

0"

1'- 6"

2' -7

2'-0"

7"

R1 1/ 4"

R1'-0 1/4"

2"X1/2" GALVANIZED

STEEL PLATE

7/8" RUNGS,TYP.

INTERMEDIATE

BRACKET SUPPORTS

@ 48"OC MAX.

3"X1/2" BENT PLATE

ANCHOR GROUT

SOLID IN CMU

TWIST

TOP OF MASONRY

365'-10"

TOP OF

364'-6"

STEEL STUD

A513

3A A609

48" HIGH PAINTED

STEEL PLATE SCREEN

ATTACHED TO

HANDRAIL. SEE

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

A506

3080626

GRAPHIC 82 329

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:

RECORD DRAWING November 14, 2002