A502.pdf

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Building Masonry Repair at Quantico, Virginia
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15DDHQ18Q00000171
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Drawing A502

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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
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