A507.pdf

A507

WALL SECTION

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

WALL SECTION2

A507

A507

WALL SECTION

3/8"=1'-0"

3/8"=1'-0"

WALL SECTION4

A507

3/8"=1'-0"

WALL SECTION5

A507

A507

WALL SECTION

3/8"=1'-0"

A507

WALL SECTION

3/8"=1'-0"

10 H F F H 5

K

3 SIM

CHILLER CHILLER MECHNICAL RM MECHNICAL RMMECHNICAL RM

CLERESTORY CLERESTORY

MECHNICAL RM MECHNICAL RM

FIRST FL

322'-0"

SECOND FL

336'-0"

THIRD FL

348'-0"

MECH./ROOF FL

360'-0"

BEAM @ LPT.

374'-0"

BEAM @ HPT.

375'-3"

MECH/ROOF FL

350'-0"

BEAM @ LPT.

364'-0"

BEAM @ HPT.

365'-3"

MECH/ROOF FL

350'-0"

BEAM @ LPT.

364'-0"

BEAM @ HPT.

365'-3"

BEAM @ LPT.

374'-0"

BEAM @ HPT.

375'-3"

MECH/ROOF FL

350'-0"

SECOND FL

336'-0"

FIRST FL

322'-0"

SECOND FL

336'-0"

VA

RI

ES

W

FIN

G

RA

DE

4"

2' -8

EQ

LIT

ES

=9

4"

2' -8

EQ

LIT

ES

=9

4"

2' -8

1'-

4" 8"

B C)

8" M

AX

VA

RI

ES

4E Q 4

EQ

LIT

ES

=1

1'- 4"

2' -8

9' -4

(3

BC

2' -8

9' -4

(3

BC

2' -8

0"

B C)

4' -0

B

C)

10"6"

1'-6"

2" 2"10"6"

1'-6"

1'-6"

1'-7 5/8"

1'-6"

7"

2"5" 5" 2"

6" 6" R

EC

ES

S

6" 1'-

4" 4"

B C)

8" (1

SC

1'- 4"

1'-0" 6"

8"

1'-6"

1'-6" 1'-8"

2' -8

B

C)

1'- 4" (5 B

C)6

/8

BC

8" (1 S

C) 4"

B C)

2' -8

1'-6"1'-1 1/2"

8"

1'- 4"

BEAM @ HPT.

365'-3"

BEAM @ LPT.

364'-0"

0" B

EA

M

LP

T.

0" B

EA

M

LP

T.

1'-6" 1'-6"

1'-1 1/2"

1'-6"

6" 1'-

4" 4"

B C)

8" (1 B

C) 8' -0

(3

BC

8" (1 S

C) 0"

B C)

8"

8"

1'-6"

1'-6"

1'- 4"

8" B

EA

M

LP

T.

VA

RI

ES

SHT. MET-3

COPING

FULLY ADHERED

FLASHING,TYP.

SPR-2

STEEL BEAM W/

ADJUSTABLE

MASONRY ANCHOR

LATERAL TIES @

16" OC HORIZONTAL

TYPICAL

BRICK VENEER

REINFORCED 8"

CMU BACK-UP

AIR SPACE

HORIZONTAL JT.

REINFORCING @

16" OC VERT.

CONCRETE CURB

THRU-WALL

FLASHING W/

WEEPS @ 48" OC

SPR-1

CONCRETE BEAM

CANTILEVERED CONCRETE

SLAB SEE STRUCTURAL DWGS.

APC-1

SEALANT

TYPICAL WALL CONSTRUCTION

SEE 2/A501

THRU-WALL FLASHING W/ WEEPS

INSUL-15

PLS-11

ALUMINUM STOREFRONT

FRAME PER SCHEDULE

4" CMU-15

2" INSUL-15

APPROX. FINISH

GRADE

SEE TYP. RETAINING

WALL CONSTRUCTION

FOR ADDITIONAL NOTES

1/A505

1/8" BREAK METAL CLOSURE

PLATE @ SILL

SEALANT

NOTE: PRECAST CONNECTIONS

SHOWN ARE SCHEMATIC.PRECAST

MANUFACTURER SHALL DESIGN

& COORDINATE W/ OTHER TRADES

ALUMINUM STOREFRONT FRAME

PER SCHEDULE

MP-2 SPANDREL PANEL

IN STOREFRONT

PREFAB ALUMINUM STOOL

TO RECIEVE GYB. BD. FINISH

SAME AS STOREFRONT FINISH

PLS-11

APC-1

4" NOM. CMU-5

THRU-WALL FLASHING

W/ WEEPS @ 48" oc

SEE 2/A507 FOR ADDITIONAL

SIMILAR NOTES

MP-2

SHT. MET-3 COPING

SPR-1 W/ BALLAST

PAVER-1

LIGHTWEIGHT CONCRETE

FILL SLOPE 1/2"/FT

TO DRAIN

1" CONTINUOUS VENT EDGE

TRIM, TYPICAL

BRICK VENEER

SHT.MET-3 COPING

GALVANIZED LATERAL

STEEL BEAM SUPPORT

WITH HOLES DRILLED

IN WEB FOR DRAINAGE

LOUVER SCREEN PER

SCHEDULE

MP-1 METAL PANEL

SYSTEM BOTH SIDES

ON 6" GALVANIZE

METAL STUD FRAMING

SECURE TO STEEL BEAM

SUPPORTS, TYP.

SHT MET-3 SILL FLASHING

CONCRETE CURB

PAVER-1 BALLAST ON INSUL-1

ON SPR-1 ON TAPERED

LIGHTWEIGHT CONCRETE

FILL

RAISED ACCESS FLOORING

ROOF DRAIN

TIERED CLASSROOM WITH

FIXED TABLES. SEE 1/A931

FOR DETAILS

TYP. WALL CONSTRUCTION

SEE 2/A501

SHT MET-3 COPING BEYOND

SHT MET-3 OVERFLOW SCUPPER

8" WIDE X 1'-8" LONG TYP.

BRICK VENEER

APC-1

CONCRETE SLAB & BEAM

TYP. WALL CONSTRUCTION

SEE 2/A501

CONCRETE CURB

THRU-WALL FLASHING W/ WEEPS

PAVER-1 BALLAST ON INSUL-1

ON SPR-1 ON TAPERED

LIGHTWEIGHT CONCRETE

FILL

SHT MET-3 COPING

THRU-WALL SCUPPER

SHT MET-3 CONDUCTOR HEAD

DOWNSPOUT WITH BRACKET

SUPPORT

SPLASHBLOCK

MP-1 METAL WALL PANEL

SYSTEM ON METAL STUD

FRAMING

SPR-2

INSUL-21

CONCRETE CURB

GYB BD ON METAL STUD

FRAMING

INSUL-22 SOUND

ATTENUATION BLANKET

SPR-1

CONCRETE SLAB & BEAM

SUSPENDED GYB. CEILING

BEAM @ LPT.

374'-0"

SPR-2

SHT MET-3 COPING

STEEL BEAM W/ FP

12" REINFORCED CMU

BACKUP

BRICK VENEER

HORIZONTAL JOINT

REINFORCEMENT @

16" OC VERT. TYP.

8" CMU BACKUP

CONCRETE BEAM &

SLAB

INSUL-22 SOUND

ATTENUATION

TYP. WALL

CONSTRUCTION SEE

2/A501

SPR-1 ON LIGHTWEIGHT

TAPERED CONCRETE

FILL

ACCESS FLOORING

SYSTEM

STEEL BEAM W/

ADJUSTABLE

TYPICAL

16" OC HORIZONTAL

LATERAL TIES @

MASONRY ANCHOR

SPR-2

INSUL-21

SYSTEM ON METAL STUD

MP-1 METAL WALL PANEL

FRAMING

SPR-2

GYB BD ON METAL STUD

FRAMING

SHT MET-3 COPING

ATTENUATION

INSUL-22 SOUND

SPR-2

SHT MET-3 COPING

CONCRETE CURB

STEEL BEAM W/ FP

INSUL-21

MP-1 METAL WALL PANEL

SYSTEM ON METAL STUD

FRAMING

SEE 5/A507 FOR

ADDITIONAL NOTES

SPR-1 ON LIGHTWEIGHT

CONCRETE FILL

GYB BD FINISH

8" R

O 4' -0

"1'- 5"

METAL FLASHING &

COUNTER FLASHING

8" MIN. ABOVE

ROOF

A511

SIM.

A515

A512

A512

SIM.

SIM.

A514

A514

SIM.

SIM.

A513CONDITION @ H.PT.

SHOWN DASHED

SEE 1/A513 FOR CONTINUATION

LINEAR DIFFUSER

RADIANT PANEL

RADIANT PANEL

LINEAR DIFFUSER

A507

WALL SECTION

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

WALL SECTION2

A507

A507

WALL SECTION

3/8"=1'-0"

3/8"=1'-0"

WALL SECTION4

A507

3/8"=1'-0"

WALL SECTION5

A507

A507

WALL SECTION

3/8"=1'-0"

A507

WALL SECTION

3/8"=1'-0"

10 H F F H 5

K

3 SIM

CHILLER CHILLER MECHNICAL RM MECHNICAL RMMECHNICAL RM

CLERESTORY CLERESTORY

MECHNICAL RM MECHNICAL RM

FIRST FL

322'-0"

SECOND FL

336'-0"

THIRD FL

348'-0"

MECH./ROOF FL

360'-0"

BEAM @ LPT.

374'-0"

BEAM @ HPT.

375'-3"

MECH/ROOF FL

350'-0"

BEAM @ LPT.

364'-0"

BEAM @ HPT.

365'-3"

MECH/ROOF FL

350'-0"

BEAM @ LPT.

364'-0"

BEAM @ HPT.

365'-3"

BEAM @ LPT.

374'-0"

BEAM @ HPT.

375'-3"

MECH/ROOF FL

350'-0"

SECOND FL

336'-0"

FIRST FL

322'-0"

SECOND FL

336'-0"

VA

RI

ES

W

FIN

G

RA

DE

4"

2' -8

EQ

LIT

ES

=9

4"

2' -8

EQ

LIT

ES

=9

4"

2' -8

1'-

4" 8"

B C)

8" M

AX

VA

RI

ES

4E Q 4

EQ

LIT

ES

=1

1'- 4"

2' -8

9' -4

(3

BC

2' -8

9' -4

(3

BC

2' -8

0"

B C)

4' -0

B

C)

10"6"

1'-6"

2" 2"10"6"

1'-6"

1'-6"

1'-7 5/8"

1'-6"

7"

2"5" 5" 2"

6"

6" R

EC

ES

S

6" 1'-

4" 4"

B C)

8" (1

SC

1'- 4"

1'-0" 6"

8"

1'-6"

1'-6" 1'-8"

2' -8

B

C)

1'- 4" (5 B

C)6

/8

BC

8" (1 S

C) 4"

B C)

2' -8

1'-6"1'-1 1/2"

8"

1'- 4"

BEAM @ HPT.

365'-3"

BEAM @ LPT.

364'-0"

0" B

EA

M

LP

T.

0" B

EA

M

LP

T.

1'-6" 1'-6"

1'-1 1/2"

1'-6"

6" 1'-

4" 4"

B C)

8" (1 B

C) 8' -0

(3

BC

8" (1 S

C) 0"

B C)

8"

8"

1'-6"

1'-6"

1'- 4"

8" B

EA

M

LP

T.

VA

RI

ES

SHT. MET-3

COPING

FULLY ADHERED

FLASHING,TYP.

SPR-2

STEEL BEAM W/

ADJUSTABLE

MASONRY ANCHOR

LATERAL TIES @

16" OC HORIZONTAL

TYPICAL

BRICK VENEER

REINFORCED 8"

CMU BACK-UP

AIR SPACE

HORIZONTAL JT.

REINFORCING @

16" OC VERT.

CONCRETE CURB

THRU-WALL

FLASHING W/

WEEPS @ 48" OC

SPR-1

CONCRETE BEAM

CANTILEVERED CONCRETE

SLAB SEE STRUCTURAL DWGS.

APC-1

SEALANT

TYPICAL WALL CONSTRUCTION

SEE 2/A501

THRU-WALL FLASHING W/ WEEPS

INSUL-15

PLS-11

ALUMINUM STOREFRONT

FRAME PER SCHEDULE

4" CMU-15

2" INSUL-15

APPROX. FINISH

GRADE

SEE TYP. RETAINING

WALL CONSTRUCTION

FOR ADDITIONAL NOTES

1/A505

1/8" BREAK METAL CLOSURE

PLATE @ SILL

SEALANT

NOTE: PRECAST CONNECTIONS

SHOWN ARE SCHEMATIC.PRECAST

MANUFACTURER SHALL DESIGN

& COORDINATE W/ OTHER TRADES

ALUMINUM STOREFRONT FRAME

PER SCHEDULE

MP-2 SPANDREL PANEL

IN STOREFRONT

PREFAB ALUMINUM STOOL

TO RECIEVE GYB. BD. FINISH

SAME AS STOREFRONT FINISH

PLS-11

APC-1

4" NOM. CMU-5

THRU-WALL FLASHING

W/ WEEPS @ 48" oc

SEE 2/A507 FOR ADDITIONAL

SIMILAR NOTES

MP-2

SHT. MET-3 COPING

SPR-1 W/ BALLAST

PAVER-1

LIGHTWEIGHT CONCRETE

FILL SLOPE 1/2"/FT

TO DRAIN

1" CONTINUOUS VENT EDGE

TRIM, TYPICAL

BRICK VENEER

SHT.MET-3 COPING

GALVANIZED LATERAL

STEEL BEAM SUPPORT

WITH HOLES DRILLED

IN WEB FOR DRAINAGE

LOUVER SCREEN PER

SCHEDULE

MP-1 METAL PANEL

SYSTEM BOTH SIDES

ON 6" GALVANIZE

METAL STUD FRAMING

SECURE TO STEEL BEAM

SUPPORTS, TYP.

SHT MET-3 SILL FLASHING

CONCRETE CURB

PAVER-1 BALLAST ON INSUL-1

ON SPR-1 ON TAPERED

LIGHTWEIGHT CONCRETE

FILL

RAISED ACCESS FLOORING

ROOF DRAIN

TIERED CLASSROOM WITH

FIXED TABLES. SEE 1/A931

FOR DETAILS

TYP. WALL CONSTRUCTION

SEE 2/A501

SHT MET-3 COPING BEYOND

SHT MET-3 OVERFLOW SCUPPER

8" WIDE X 1'-8" LONG TYP.

BRICK VENEER

APC-1

CONCRETE SLAB & BEAM

TYP. WALL CONSTRUCTION

SEE 2/A501

CONCRETE CURB

THRU-WALL FLASHING W/ WEEPS

PAVER-1 BALLAST ON INSUL-1

ON SPR-1 ON TAPERED

LIGHTWEIGHT CONCRETE

FILL

SHT MET-3 COPING

THRU-WALL SCUPPER

SHT MET-3 CONDUCTOR HEAD

DOWNSPOUT WITH BRACKET

SUPPORT

SPLASHBLOCK

MP-1 METAL WALL PANEL

SYSTEM ON METAL STUD

FRAMING

SPR-2

INSUL-21

CONCRETE CURB

GYB BD ON METAL STUD

FRAMING

INSUL-22 SOUND

ATTENUATION BLANKET

SPR-1

CONCRETE SLAB & BEAM

SUSPENDED GYB. CEILING

BEAM @ LPT.

374'-0"

SPR-2

SHT MET-3 COPING

STEEL BEAM W/ FP

12" REINFORCED CMU

BACKUP

BRICK VENEER

HORIZONTAL JOINT

REINFORCEMENT @

16" OC VERT. TYP.

8" CMU BACKUP

CONCRETE BEAM &

SLAB

INSUL-22 SOUND

ATTENUATION

TYP. WALL

CONSTRUCTION SEE

2/A501

SPR-1 ON LIGHTWEIGHT

TAPERED CONCRETE

FILL

ACCESS FLOORING

SYSTEM

STEEL BEAM W/

ADJUSTABLE

TYPICAL

16" OC HORIZONTAL

LATERAL TIES @

MASONRY ANCHOR

SPR-2

INSUL-21

SYSTEM ON METAL STUD

MP-1 METAL WALL PANEL

FRAMING

SPR-2

GYB BD ON METAL STUD

FRAMING

SHT MET-3 COPING

ATTENUATION

INSUL-22 SOUND

SPR-2

SHT MET-3 COPING

CONCRETE CURB

STEEL BEAM W/ FP

INSUL-21

MP-1 METAL WALL PANEL

SYSTEM ON METAL STUD

FRAMING

SEE 5/A507 FOR

ADDITIONAL NOTES

SPR-1 ON LIGHTWEIGHT

CONCRETE FILL

GYB BD FINISH

8" R

O 4' -0

"1'- 5"

METAL FLASHING &

COUNTER FLASHING

8" MIN. ABOVE

ROOF

A511

SIM.

A515

A512

A512

SIM.

SIM.

A514

A514

SIM.

SIM.

A513CONDITION @ H.PT.

SHOWN DASHED

SEE 1/A513 FOR CONTINUATION

LINEAR DIFFUSER

RADIANT PANEL

RADIANT PANEL

LINEAR DIFFUSER

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

A507

3080627

GRAPHIC 83 329

EXTERIOR WALL SECTIONS

3/8" = 1'-0"

3'2'1'06"

SCALE MUST BE USED.

REDUCTION, GRAPHIC

IF DRAWING IS A

CAUTION:

1 RFI # 214-CLARIFICATION 3-24-98

RECORD DRAWING November 14, 2002