A503.pdf

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Building Masonry Repair at Quantico, Virginia
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15DDHQ18Q00000171
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Drawing A503

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29'-6" 2'-11 1/8"

R

8"

17'-8 1/8"

7"

MI

N.

EQ

LIT

ES

=8

1/ 2"

8' -0

1'-

6"

2' T

OP

O F

ST

L

BE

AM

2'-0" 9 5/8"

2'-6"

1'-6"2"10"

6"

6" 6"

6" 0"

1'-6"

15'-0"

4' -8

8' -8

M.

O.

2' -8

1'-

3"

2' -8

EQ

LIT

ES

=8

8"

2' -8

3' -6

2'-1"

1'- 4" T O

LP

T.

7"

H

PT

EQ

LIT

ES

=1

1'- 4"

1'-0"

2'-0"1'-6" 2"

10"

0" T

OP

O F

ST

L

BE

AM

2' -8

EQ

LIT

ES

=8

-8

2' -8

4"

B C)

1'- 4" (2 S

C) 4"

0"

6' -1

1/

6"

1'-0"6"

1'-6"

0"

6' -8

1" M

IN

CO

NC

RE

TE

F

ILL

WALL SECTION3

A503

BB

PLAZA DECK

322'-0"

APC-1

STAINLESS STEEL PIPE & CABLE

RAILING SYSTEM. SEE 3/A501 FOR

NOTES

ALUMINUM FRAME W/

PLS-59 FINISH

4" NOM.CMU-5

INSUL-1

CONCRETE SLAB STRUCTURE SLOPE MIN.

1/2"PER FT. TYPICAL @ PLAZA & BALCONY DECK

WALL SECTION4

A503

CONCRETE SLAB ON GRADE

SUSPENDED CEILING PER SCHEDULE

ROOF DRAIN

WP-1

4" INSUL-1

ON ADJUSTABLE PEDESTALS

PAVER-2 CONCRETE DECK PAVER SYSTEM

GFRC COLUMN COVER

ALUMINUM COLUMN COVER

MET-2. SECURE TO COLUMN

PAINTED GALVANIZED METAL FIN

ON 3/4" EXT. PLYWOOD SHEATHING MS-1

PERFORATED ALUMINUM SOFFIT PANEL

FRAMING @ 24" O.C.

PLYWOOD SHEATHING ON METAL STUD

ALUMINUM WALL PANEL ON 3/4" EXT

TO DRAIN. FINISH SAME AS METAL ROOF

SHT MET-3 GUTTER SLOPE 1/4"PER FT.

FIRESAFING

EXP JT.

PIPE DRAIN SEE PLUMBING

EXPANSION JOINT COVER

TYPICAL METAL ROOF CONSTRUCTION

- CURVED ALUMINUM STANDING SEAM ROOF

- SMOOTH BUILDING PAPER

- 30# SATURATED ROOFING FELT

- 3" METAL DECK WITH SPRAYED ON FIREPROOFING

- CURVED STEEL BEAM WITH SFP

- 4" INSUL-16 (R-__) RIGID INSULATION

CURVED STEEL BEAM WITH SFP

SEE STRUCT.

INTERNATIONAL CLASSROOM

THERMAL BREAK

GLASS

GRAVEL BALLAST

CONCRETE CURB

FLOORING SYSTEM

SHADING BOX SEE

SOFFIT.SEE INTER.

AA A

1'-6"

4"

3"

A503

WALL SECTION

INSUL-1

4" CMU-5

INSUL-15

322'-0"

FIRST FLOOR

PLS-11

APC-1

308'-0"

GROUND FL.

TYPICAL WALL CONSTRUCTION

VENEER

C.7

337'-0"

TOP OF STEEL

4" NOM. BRICK

GUTTER & DRAIN

GROUND FL.

308'-0"

FIRST FL.

322'-0"

RAISED ACCESS FLOOR

SECOND FL.

336'-0"

RAISED ACCESS FLOOR

BEAM. SEE STRUCT.

RECIEVE CURVED STEEL

STEEL PIPE COLUMN TO

& COUNTERFLASHING

2 PIECE THRUWALL FLASHING

SEE DET. 2/A501

TYPICAL WALL CONSTRUCTION

FOR ROOF NOTES

SEE DET. 3/A502

FLASHING, TYP.

FULLY ADHERED MEMBRANE BAA A

SLOPE 1/2"/FT.

ROOF DRAIN

5' -4

RA

DI

US

34'-9" RADIUS TOP OF BEAM

3" 4"

8"

WALL SECTION 2

A503

ON GRADE

CONCRETE SLAB

SECURE TO CONCRETE BEAM

STEEL BEAM WITH SFP

WITH SFP

CURVED STEEL BEAM

4/A503 FOR NOTES

CONSTRUCTION SEE DET.

TYPICAL METAL ROOF

PLUMBING

PIPE LEADER SEE

FIRESAFING

EXP. JT.

PAVER-2

CONC. DECK

WP-1

DET. 4/A503

SEE SIMILAR NOTES

1/4"PER FT

SLOPE TO DRAIN

SHT MET-3 GUTTER

PER SCHEDULE

SUSPENDED ACT

SEE STRUCT.

CONC. SLAB & BEAM

BREAK

WITH THERMAL

ALUMINUM FRAME

GL-51

INSULATED GLASS

HALL OF HONOR

LIGHT FIXTURE

CEILING

SUSP. GFRG

@ L.PT.

364'-0"

@ H.PT.

365'-3"

WALL SECTION1

A503

THRU-WALL FLASHING

4" NOMINAL BRICK

GFRG COLUMN COVER

SEE DET. 2/A502

MP-1 CORRUGATED

METAL WALL PANEL

SEE 2/A502

E

ROOF SLAB

348'-0"

A521

FOR ROOF NOTES

SPR-2

PERFORATED METAL

INTERIOR DRAWINGS

UPLIGHT FIXTURE @

ALUMINUM FRAME W/

GL-51 INSULATED

RAISED ACCESS

SEE 2/A501

RAISED ACCESS FLOOR

PIPE DRAIN

CONCRETE SLAB & BEAM

CONCRETE CURB

PIPE DRAIN

ALUMINUM FRAME

W/ THERMAL BREAK

PREFORMED ALUM.

SILL

@ INTERIOR COLUMN

THERMAL BREAK

PREFORMED ALUM.

WINDOW SILL

INSUL-21

LIGHTWEIGHT CONC.

LIGHT FIXTURE

PREFORMED SILL

STEEL BEAM W/ FP

CONC. SLAB & BEAM

SHT MET-3 GRAVEL

STOP

ROOF DRAIN

UPPER CLERESTORY

REINF. CMU BACKUP

LIGHTWEIGHT CONC.TOPPING

TAPER TO DRAIN

3'-0"

3/8"=1'-0" 3/8"=1'-0"

3/8"=1'-0"

FINNED TUBE

ENCLOSURE

3/8"=1'-0"

3/8"=1'-0"

5' -4

6"6"3'-0"

METAL DRIP TRIM EDGE

7"

A514

A514

1'-2"

A514

A515

A514

A515

4'-4" 1'-4 1/4"

A515

SIM.

A515

A515

A514

SIM.

A513

SIM.

MS-1 NON PERFORATED

ALUM. GUTTER 1 ALUM GUTTER 1

8' -0

0"

18X8

72X12

7' -6

8' -0

" 10 0"

8' -7

9' -4

3'-8 11/16" 3'-8 11/16" 5/8"

5' -0

/8

" VARIES W/ CURVE

6"

7'-5 3/8"

1'-1 1/8"

SPRINKLE HEAD CENTERED

LINEAR DIFFUSER

29'-6" 2'-11 1/8"

R

8"

17'-8 1/8"

2' -8

EQ

LIT

ES

=8

8"

2' -8

3' -6

2'-1"

WALL SECTION3

A503

BB

PLAZA DECK

322'-0"

APC-1

STAINLESS STEEL PIPE & CABLE

RAILING SYSTEM. SEE 3/A501 FOR

NOTES

ALUMINUM FRAME W/

PLS-59 FINISH

4" NOM.CMU-5

INSUL-1

@ INTERIOR COLUMN

THERMAL BREAK

PREFORMED ALUM.

WINDOW SILL

3/8"=1'-0"

A514

A514

1'-2"

29'-6" 2'-11 1/8"

R

8"

17'-8 1/8" 1'-

4" T O

LP

T.

7"

H

PT

EQ

LIT

ES

=1

1'- 4"

1'-0"

2'-0"1'-6" 2"

10"

0" T

OP

O F

ST

L

BE

AM

CONCRETE SLAB STRUCTURE SLOPE MIN.

1/2"PER FT. TYPICAL @ PLAZA & BALCONY DECK

WALL SECTION4

A503

CONCRETE SLAB ON GRADE

SUSPENDED CEILING PER SCHEDULE

ROOF DRAIN

WP-1

4" INSUL-1

ON ADJUSTABLE PEDESTALS

PAVER-2 CONCRETE DECK PAVER SYSTEM

GFRC COLUMN COVER

ALUMINUM COLUMN COVER

MET-2. SECURE TO COLUMN

PAINTED GALVANIZED METAL FIN

ON 3/4" EXT. PLYWOOD SHEATHING MS-1

PERFORATED ALUMINUM SOFFIT PANEL

FRAMING @ 24" O.C.

PLYWOOD SHEATHING ON METAL STUD

ALUMINUM WALL PANEL ON 3/4" EXT

TO DRAIN. FINISH SAME AS METAL ROOF

SHT MET-3 GUTTER SLOPE 1/4"PER FT.

FIRESAFING

EXP JT.

PIPE DRAIN SEE PLUMBING

EXPANSION JOINT COVER

TYPICAL METAL ROOF CONSTRUCTION

- CURVED ALUMINUM STANDING SEAM ROOF

- SMOOTH BUILDING PAPER

- 30# SATURATED ROOFING FELT

- 3" METAL DECK WITH SPRAYED ON FIREPROOFING

- CURVED STEEL BEAM WITH SFP

- 4" INSUL-16 (R-__) RIGID INSULATION

CURVED STEEL BEAM WITH SFP

SEE STRUCT.

INTERNATIONAL CLASSROOM

THERMAL BREAK

GLASS

GRAVEL BALLAST

CONCRETE CURB

FLOORING SYSTEM

SHADING BOX SEE

SOFFIT.SEE INTER.

AA A

1'-6"

4"

3"

PERFORATED METAL

INTERIOR DRAWINGS

UPLIGHT FIXTURE @

ALUMINUM FRAME W/

GL-51 INSULATED

RAISED ACCESS

3'-0"

3/8"=1'-0"

A514

A515

A514

MS-1 NON PERFORATED

ALUM. GUTTER 1

8' -0

0"

18X8

72X12

29'-6" 2'-11 1/8"

R

8"

17'-8 1/8"

2' -8

EQ

LIT

ES

=8

-8

2' -8

4"

B C)

1'- 4" (2 S

C) 4"

0"

6' -1

1/

6"

1'-0"6"

A503

WALL SECTION

INSUL-1

4" CMU-5

INSUL-15

322'-0"

FIRST FLOOR

PLS-11

APC-1

308'-0"

GROUND FL.

TYPICAL WALL CONSTRUCTION

VENEER

C.7

337'-0"

TOP OF STEEL

4" NOM. BRICK

GUTTER & DRAIN

SEE 2/A501

RAISED ACCESS FLOOR

PIPE DRAIN

CONCRETE SLAB & BEAM

CONCRETE CURB

PIPE DRAIN

ALUMINUM FRAME

W/ THERMAL BREAK

PREFORMED ALUM.

SILL

3/8"=1'-0"

FINNED TUBE

ENCLOSURE

7"

A515

4'-4" 1'-4 1/4"

29'-6" 2'-11 1/8"

R

8"

17'-8 1/8"

7"

MI

N.

EQ

LIT

ES

=8

1/ 2"

8' -0

1'-

6"

2' T

OP

O F

ST

L

BE

AM

2'-0" 9 5/8"

2'-6"

1'-6"2"10"

6"

6" 6"

6" 0"

1'-6"

15'-0" 6' -8

GROUND FL.

308'-0"

FIRST FL.

322'-0"

RAISED ACCESS FLOOR

SECOND FL.

336'-0"

RAISED ACCESS FLOOR

BEAM. SEE STRUCT.

RECIEVE CURVED STEEL

STEEL PIPE COLUMN TO

& COUNTERFLASHING

2 PIECE THRUWALL FLASHING

SEE DET. 2/A501

TYPICAL WALL CONSTRUCTION

FOR ROOF NOTES

SEE DET. 3/A502

FLASHING, TYP.

FULLY ADHERED MEMBRANE BAA A

SLOPE 1/2"/FT.

ROOF DRAIN

5' -4

RA

DI

US

34'-9" RADIUS TOP OF BEAM

3" 4"

8"

WALL SECTION 2

A503

ON GRADE

CONCRETE SLAB

SECURE TO CONCRETE BEAM

STEEL BEAM WITH SFP

WITH SFP

CURVED STEEL BEAM

4/A503 FOR NOTES

CONSTRUCTION SEE DET.

TYPICAL METAL ROOF

PLUMBING

PIPE LEADER SEE

FIRESAFING

EXP. JT.

PAVER-2

CONC. DECK

WP-1

DET. 4/A503

SEE SIMILAR NOTES

1/4"PER FT

SLOPE TO DRAIN

SHT MET-3 GUTTER

PER SCHEDULE

SUSPENDED ACT

SEE STRUCT.

CONC. SLAB & BEAM

BREAK

WITH THERMAL

ALUMINUM FRAME

GL-51

INSULATED GLASS

HALL OF HONOR

LIGHT FIXTURE

CEILING

SUSP. GFRG

LIGHTWEIGHT CONC.TOPPING

TAPER TO DRAIN

3/8"=1'-0"

5' -4

6"6"3'-0"

A515

SIM.

A515

A515

ALUM GUTTER 1

8' -7

3'-8 11/16" 3'-8 11/16" 5/8"

5' -0

/8

" VARIES W/ CURVE

6"

7'-5 3/8"

1'-1 1/8"

SPRINKLE HEAD CENTERED

LINEAR DIFFUSER

29'-6" 2'-11 1/8"

R

8"

17'-8 1/8"

4' -8

8' -8

M.

O.

2' -8

1'-

3"

1'-6"

0"

WALL SECTION1

A503

THRU-WALL FLASHING

4" NOMINAL BRICK

GFRG COLUMN COVER

SEE DET. 2/A502

MP-1 CORRUGATED

METAL WALL PANEL

SEE 2/A502

E

ROOF SLAB

348'-0"

A521

FOR ROOF NOTES

SPR-2

INSUL-21

LIGHTWEIGHT CONC.

LIGHT FIXTURE

PREFORMED SILL

STEEL BEAM W/ FP

CONC. SLAB & BEAM

SHT MET-3 GRAVEL

STOP

UPPER CLERESTORY

REINF. CMU BACKUP

3/8"=1'-0"

METAL DRIP TRIM EDGE

A513

SIM.

29'-6" 2'-11 1/8"

R

8"

17'-8 1/8"

1" M

IN

CO

NC

RE

TE

F

ILL

@ L.PT.

364'-0"

@ H.PT.

365'-3"

ROOF DRAIN

A514

SIM.

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

A503

3080623

GRAPHIC 79 329

EXTERIOR WALL SECTIONS

34'-9" RADIUS TOP OF BEAM

37'-6"

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 # 186 2/9/98

RECORD DRAWING November 14, 2002

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