A508.pdf

A

A508

WALL SECTION

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

WALL SECTION2

A508 3/8"=1'-0"

WALL SECTION3

A508

3/8"=1'-0"

WALL SECTION5

A508

A508

WALL SECTION

3/8"=1'-0"

WALL SECTION

3/8"=1'-0"

A508

7B 2 6 6

FIRST FL

322'-0"

GROUND FL

308'-0"

FIRST FL

322'-0"

SECOND FL

336'-0"

SECOND FL

336'-0"

THIRD FL

348'-0"

THIRD FL

348'-0"

ROOF SLAB

360'-0"

ROOF SLAB

360'-0"

BEAM @ LPT.

374'-0"

BEAM @ LPT.

364'-0"

ROOF SLAB

360'-0"

THIRD FL

348'-0"

THIRD FL

348'-0"

ROOF SLAB

360'-0"

BEAM @ LPT.

374'-0"

FIRST FL

322'-0"

1ST FL

322'-0"

SUSPENDED ACT

1'-6"

1'-0"

2' -0

1'-

0"

6"4"8"6"

1'-6"

2'-0"1'-3"

6"6"2"

EQ

.LI

TE

S=

8' -6

/2

1'-

1/ 8" 2' -0

/8

"6" 5"

5/

8" R

.O

2" T

OP

O F

ST

EE

L

BE

AM

1'-6"

1'-7"

1'-4"

5' -4

4' -0

R.

O.

2' -8

EQ

LIT

ES

=9

4"

2' -8

1'-

4"

15'-0"

1'-6"1'-6"

3"

2" R

EC

ES

S

2' -8

B

C) 5' -4

B C)

M.

O.

1'- 4" (2 S

C) 8" (1 S

C) 0" (4

BC

2' -8

B

C) 5' -4

B C)

M.

O.1'-

4" (2 S

C) 2' -8

B

C) 5' -4

B C)

0" (4

BC

8" (1 S

C)

VA

RI

ES

2" T

OP

O F

ST

EE

L

6' -8

B C)

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

8"

MI

N.

9' -4

B C)

1'- 4" (2 S

C) 2' -8

B

C) 8" (1 S

C) 9' -4

B C)

1'- 4"

5' -4

B C)

1'-6" 1'-2"

1'- 4"

1'- 4" (5 B

C) 5' -4

B C)

M.

O.1'-

4" (2 S

C) 2' -8

B

C) 0" (6

BC

0" (6

BC

8" (1 S

C) VA

RI

ES

W

SL

OP

E

8" M

IN

1'-1 1/2"

2'-0"

1'-6" 1'-6"

VA

RI

ES

W

SL

OP

E

VA

RI

ES

W

SL

OP

E

PAVER-2 ON 5" CONCRETE

SLAB ON GRADE (SLOPE

1/2" PER FOOT TO DRAIN)

ON COMPACTED GRAVEL

BED(4" MIN.) ON COMPACTED

SUBGRADE SEE DETAIL

CAST STONE COPING

SECURE W/ STAINLESS

STEEL DOWEL 10" FROM

EACH END

4" NOM.

8" REINFORCED CMU

W/#4 @ 16" OC,TYP.

4" REINF CMU TYP.

@ BELOW GRADE

CONCRETE FOOTING

WITH 4#5 REBAR

SPR-1

SHT MET-3 COPING

MP-2

SEALANT,TYP.

APC-1

ALUMINUM STOREFRONT

PER SCHEDULE

BRICK WALL BEYOND

MP-2 SPANDREL IN

STOREFRONT FRAME

APC-1

SILL FLASHING

SEE 2/A503 FOR ADDITIONAL

NOTES & DIMENSIONS @ CURVED

STANDING SEAM METAL ROOF

SHT MET-3 GUTTER

GUTTER DRAIN WITH SCREEN

GFRG CURVE SOFFIT

LIGHT FIXTURE

ALUMINUM STOREFRONT PER

SCHEDULE

MP-2 SPANDREL PANEL IN

STOREFRONT FRAME

MP-2 METAL WALL SYSTEM ON

METAL STUD FRAMING @ 24" OC

METAL SILL FLASHING SET ON

BED OF MASTIC

1/2" PREFORMED COMPRESSABLE

FILLER WITH 3/8" DEEP SEALANT

2" INSUL-15

TYP. CONCRETE RETAINING WALL

SEE 1/A505 FOR NOTES

CONCRETE SLAB ON GRADE

DRAIN PIPE, SEE PLUMBING

DWGS.

ALUMINUM STOREFRONT

PER SCHEDULE

PREFAB METAL STOOL

TO RECEIVE GYB BD

METAL FLASHING &

COUNTER FLASHING ON

3/4" EXTERIOR PLYWOOD

SHEATHING WITH BLDG.

PAPER ON METAL STUD

FRAMING @ 16" OC

STEEL COLUMN TUBE

WELD TO STEEL PLATE

EMBED. SEE STRUCT.

FILL W/ SAFING INSULATION

INSUL-21

TO RECEIVE GYB BD

PREFAB METAL STOOL

CURVED STANDING SEAM

ROOF

2-PIECE THRU-WALL

FLASHING W/WEEPS @

24" OC

METAL STEP FLASHING

CURVED STEEL BEAM

SUSP. GFRG SOFFIT

BOND BEAM LINTEL

LOOSE LINTEL ANGLE

PER SCHEDULE PAINT

ALL EXPOSED SURFACE

GYB BD SOFFIT W/

METAL TRIM EDGE

ALUM WINDOW PER SCHEDULE

METAL SILL & SOFFIT FINISH

SAME AS WINDOW FRAME

CAST STONE WINDOW SILL,TYP.

RECESSED ENTRANCE MATT

TYP. WALL CONSTRUCT.

SEE 2/A501

CONCRETE CURB

SUSPENDED FIN CEILING PER

SCHEDULE

2" INSUL-15 TYP.

BRICK SHELF ANGLES

8" CMU BACK-UP

BRICK VENEER

HORIZONTAL JOINT

REINFORCEMENT @ 16"

OC VERT. TYP.

CONCRETE BEAM SEE

STRUCT. DWGS.

SHT MET-3 COPING

BRICK VENEER

AIR SPACE

8" REINFORCED CMU

FULLY ADHERED

MEMBRANE FLASHING

SPR-1 ON LIGHTWEIGHT

TAPERED CONCRETE

FILL

HORIZ. JOINT REIF.

@ 16" OC VERT.

THRU-WALL FLASHING W/ WEEPS

SHT MET-3 COPING

FULLY ADHERED

MEMBRANE FLASHING

SPR-2

STEEL BEAM W/ FP

METAL DECK W/ FP

ADJUST. LATERAL

ANCHORS SECURE TO

STEEL BEAM @ 16"

OC HORIZONTAL, TYP.

8" REINF. CMU BACK-UP

BRICK VENEER

GALV. BRICK SHELF

ANGLE

TYP. WALL CONSTRUCTION

SEE 2/A501

ALUM WINDOW PER

SCHEDULE

CONCRETE CURB

SPR-1 ON LIGHTWEIGHT

TAPERED CONCRETE FILL

SHT MET-3 COPING

MEMBRANE FLASHING

FULLY ADHERED

SPR-2

STEEL BEAM W/ FP

METAL DECK W/ FP

ADJUST. LATERAL

ANCHORS SECURE TO

STEEL BEAM @ 16"

OC HORIZONTAL, TYP.

8" REINF. CMU BACK-UP

BRICK VENEER

GALV. BRICK SHELF

ANGLE

2-PIECE THRU-WALL

METAL FLASHING &

COUNTER FLASHING W/

WEEPS @ 24" OC

STEEL BEAM W/ FP

SPR-2

CLERESTORY

SUSPENDED GYB CEILING

FILL

TAPERED CONCRETE

SPR-1 ON LIGHTWEIGHT

MEMBRANE FLASHING

FULLY ADHERED

SHT MET-3 COPING

RETURN BRICK

VENEER @ JAMB

FIRESAFING INSULATION, TYP.

5" 2"1'-0"

A515

A512

REV.

A512 REV.

SEE A/511 SIM.

THRU WALL FLASHING W/

WEEPHOLES @ 12" OC

DOWEL SLAB TO RETAINING WALL

7/A513

CMU-5

1" 4"

3' -4

A

A508

WALL SECTION

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

WALL SECTION2

A508 3/8"=1'-0"

WALL SECTION3

A508

3/8"=1'-0"

WALL SECTION5

A508

A508

WALL SECTION

3/8"=1'-0"

WALL SECTION

3/8"=1'-0"

A508

7B 2 6 6

FIRST FL

322'-0"

GROUND FL

308'-0"

FIRST FL

322'-0"

SECOND FL

336'-0"

SECOND FL

336'-0"

THIRD FL

348'-0"

THIRD FL

348'-0"

ROOF SLAB

360'-0"

ROOF SLAB

360'-0"

BEAM @ LPT.

374'-0"

BEAM @ LPT.

364'-0"

ROOF SLAB

360'-0"

THIRD FL

348'-0"

THIRD FL

348'-0"

ROOF SLAB

360'-0"

BEAM @ LPT.

374'-0"

FIRST FL

322'-0"

1ST FL

322'-0"

SUSPENDED ACT

1'-6"

1'-0"

2' -0

1'-

0"

6"4"8"6"

1'-6"

2'-0"1'-3"

6"6"2"

EQ

.LI

TE

S=

8' -6

/2

1'-

1/ 8" 2' -0

/8

"6" 5"

5/

8" R

.O

2" T

OP

O F

ST

EE

L

BE

AM

1'-6"

1'-7"

1'-4"

5' -4

4' -0

R.

O.

2' -8

EQ

LIT

ES

=9

4"

2' -8

1'-

4"

15'-0"

1'-6"1'-6"

3"

2" R

EC

ES

S

2' -8

B

C) 5' -4

B C)

M.

O.

1'- 4" (2 S

C) 8" (1 S

C) 0" (4

BC

2' -8

B

C) 5' -4

B C)

M.

O.1'-

4" (2 S

C) 2' -8

B

C) 5' -4

B C)

0" (4

BC

8" (1 S

C)

VA

RI

ES

2" T

OP

O F

ST

EE

L

6' -8

B C)

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

8"

MI

N.

9' -4

B C)

1'- 4" (2 S

C) 2' -8

B

C) 8" (1 S

C) 9' -4

B C)

1'- 4"

5' -4

B C)

1'-6" 1'-2"

1'- 4"

1'- 4" (5 B

C) 5' -4

B C)

M.

O.1'-

4" (2 S

C) 2' -8

B

C) 0" (6

BC

0" (6

BC

8" (1 S

C) VA

RI

ES

W

SL

OP

E

8" M

IN

1'-1 1/2"

2'-0"

1'-6" 1'-6"

VA

RI

ES

W

SL

OP

E

VA

RI

ES

W

SL

OP

E

PAVER-2 ON 5" CONCRETE

SLAB ON GRADE (SLOPE

1/2" PER FOOT TO DRAIN)

ON COMPACTED GRAVEL

BED(4" MIN.) ON COMPACTED

SUBGRADE SEE DETAIL

CAST STONE COPING

SECURE W/ STAINLESS

STEEL DOWEL 10" FROM

EACH END

4" NOM.

8" REINFORCED CMU

W/#4 @ 16" OC,TYP.

4" REINF CMU TYP.

@ BELOW GRADE

CONCRETE FOOTING

WITH 4#5 REBAR

SPR-1

SHT MET-3 COPING

MP-2

SEALANT,TYP.

APC-1

ALUMINUM STOREFRONT

PER SCHEDULE

BRICK WALL BEYOND

MP-2 SPANDREL IN

STOREFRONT FRAME

APC-1

SILL FLASHING

SEE 2/A503 FOR ADDITIONAL

NOTES & DIMENSIONS @ CURVED

STANDING SEAM METAL ROOF

SHT MET-3 GUTTER

GUTTER DRAIN WITH SCREEN

GFRG CURVE SOFFIT

LIGHT FIXTURE

ALUMINUM STOREFRONT PER

SCHEDULE

MP-2 SPANDREL PANEL IN

STOREFRONT FRAME

MP-2 METAL WALL SYSTEM ON

METAL STUD FRAMING @ 24" OC

METAL SILL FLASHING SET ON

BED OF MASTIC

1/2" PREFORMED COMPRESSABLE

FILLER WITH 3/8" DEEP SEALANT

2" INSUL-15

TYP. CONCRETE RETAINING WALL

SEE 1/A505 FOR NOTES

CONCRETE SLAB ON GRADE

DRAIN PIPE, SEE PLUMBING

DWGS.

ALUMINUM STOREFRONT

PER SCHEDULE

PREFAB METAL STOOL

TO RECEIVE GYB BD

METAL FLASHING &

COUNTER FLASHING ON

3/4" EXTERIOR PLYWOOD

SHEATHING WITH BLDG.

PAPER ON METAL STUD

FRAMING @ 16" OC

STEEL COLUMN TUBE

WELD TO STEEL PLATE

EMBED. SEE STRUCT.

FILL W/ SAFING INSULATION

INSUL-21

TO RECEIVE GYB BD

PREFAB METAL STOOL

CURVED STANDING SEAM

ROOF

2-PIECE THRU-WALL

FLASHING W/WEEPS @

24" OC

METAL STEP FLASHING

CURVED STEEL BEAM

SUSP. GFRG SOFFIT

BOND BEAM LINTEL

LOOSE LINTEL ANGLE

PER SCHEDULE PAINT

ALL EXPOSED SURFACE

GYB BD SOFFIT W/

METAL TRIM EDGE

ALUM WINDOW PER SCHEDULE

METAL SILL & SOFFIT FINISH

SAME AS WINDOW FRAME

CAST STONE WINDOW SILL,TYP.

RECESSED ENTRANCE MATT

TYP. WALL CONSTRUCT.

SEE 2/A501

CONCRETE CURB

SUSPENDED FIN CEILING PER

SCHEDULE

2" INSUL-15 TYP.

BRICK SHELF ANGLES

8" CMU BACK-UP

BRICK VENEER

HORIZONTAL JOINT

REINFORCEMENT @ 16"

OC VERT. TYP.

CONCRETE BEAM SEE

STRUCT. DWGS.

SHT MET-3 COPING

BRICK VENEER

AIR SPACE

8" REINFORCED CMU

FULLY ADHERED

MEMBRANE FLASHING

SPR-1 ON LIGHTWEIGHT

TAPERED CONCRETE

FILL

HORIZ. JOINT REIF.

@ 16" OC VERT.

THRU-WALL FLASHING W/ WEEPS

SHT MET-3 COPING

FULLY ADHERED

MEMBRANE FLASHING

SPR-2

STEEL BEAM W/ FP

METAL DECK W/ FP

ADJUST. LATERAL

ANCHORS SECURE TO

STEEL BEAM @ 16"

OC HORIZONTAL, TYP.

8" REINF. CMU BACK-UP

BRICK VENEER

GALV. BRICK SHELF

ANGLE

TYP. WALL CONSTRUCTION

SEE 2/A501

ALUM WINDOW PER

SCHEDULE

CONCRETE CURB

SPR-1 ON LIGHTWEIGHT

TAPERED CONCRETE FILL

SHT MET-3 COPING

MEMBRANE FLASHING

FULLY ADHERED

SPR-2

STEEL BEAM W/ FP

METAL DECK W/ FP

ADJUST. LATERAL

ANCHORS SECURE TO

STEEL BEAM @ 16"

OC HORIZONTAL, TYP.

8" REINF. CMU BACK-UP

BRICK VENEER

GALV. BRICK SHELF

ANGLE

2-PIECE THRU-WALL

METAL FLASHING &

COUNTER FLASHING W/

WEEPS @ 24" OC

STEEL BEAM W/ FP

SPR-2

CLERESTORY

SUSPENDED GYB CEILING

FILL

TAPERED CONCRETE

SPR-1 ON LIGHTWEIGHT

MEMBRANE FLASHING

FULLY ADHERED

SHT MET-3 COPING

RETURN BRICK

VENEER @ JAMB

FIRESAFING INSULATION, TYP.

5" 2"1'-0"

A515

A512

REV.

A512 REV.

SEE A/511 SIM.

THRU WALL FLASHING W/

WEEPHOLES @ 12" OC

DOWEL SLAB TO RETAINING WALL

7/A513

CMU-5

1" 4"

3' -4

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

A508

3080628

GRAPHIC 84 329

EXTERIOR WALL SECTIONS

3/8" = 1'-0"

3'2'1'06"

SCALE MUST BE USED.

REDUCTION, GRAPHIC

IF DRAWING IS A

CAUTION:

RECORD DRAWING November 14, 2002