Pages_8_from_H01_HS-00554-5J_DRAWING.pdf

PARKING SYMBOL

WHITE HANDICAPPED

255 460 200

1, 1,600

1,400

1, 1, WHITE BORDER

PARKING SYMBOL

WHITE HANDICAPPED

BACKGROUND

BLUE H/C

LC LC LC

SEE DETAIL

MARKING

PAVEMENT

ACCESS AISLE

SURFACE

UNPAINTED

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

KU, HUN MO

CHI, K. K.1

NOT TO SCALE

HANDICAPPED PARKING SPACE W/ ACCESS AISLE

PLAN (TYP)

B

MARKING DETAIL

B

A

PAVEMENT MARKING

STOPS DETAILS

HANDICAPPED PARKING AND CAR WHEEL

2,750

(TYP.) (TYP.)

REFLECTIVE PAINT

150MM WHITE

A

PAINT STRIPES (TYP.)

WHITE REFLECTIVE

CONCRETE CURB

1,600

,6

,3

BLACK SYNTHETICTYPE

WHEEL STOP

TWO PIECE

PAINT STRIPES

REFLECTIVE YELLOW

MIN

MIN

SYNTHETIC TYPE

NOT TO SCALE

CAR WHEEL STOPS2

2,750

,6

T Y

P

PAVEMENT COMPOUND. SEE OMA SPEC. SECTION 32 17 24.00 10.

PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTE:

1.

3 7

C-7

HS-00554-5J

CAMP CARROLL

29 JUL 19

D - 19 - 17

M

IN

,1

M

IN

1, PARKING

RESERVED

ACCESSIBLE

VAN

WHEN REQUIRED

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

W/ WHITE SYMBOL

BLUE BACKGROUND

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

( AS NECESSARY)

ADDED SIGN

(CAST-IN-PLACE)

CONCRETE FOOTING

(D50MM)

POLE, UNPAINTED

GALVANIZED STEEL

FROST LINE

G.L.

POST COVER CUSHION

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

UNPAINTED PAVEMENT

HANDICAPPED ACCESS AISLE

PAVEMENT STRIPES FOR

PAVEMENT

UNPAINTED

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

FOR NO PARKING

PAVEMENT STRIPES

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

7 81

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

SHEET OF

2-D19 BAR

2-D13 BAR

2-D16 BAR

2-D16 BAR

2-D19 BAR

2-D13 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

SIZE

VALVE

SIZE

VALVE

(WIDE)

A

(WIDE)

A

(DEPTH)

B

(DEPTH)

B

TIEROD TIEROD

DIMENSION TABLE OF CONCRETE BASE

1,050 1,150

1,500 1,200

1,500 1,800

1,500 2,100

PIPE AND 71,820 NEWTONS/M† (1,500 PSF) SOIL BEARING PRESSURE.

SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm† (250 PSI) PRESSURE IN THE

NOTE:

CONCRETE BASE RING

CONCRETE BASE

A.C PAVEMENT

A

GATE VALVE

B (SEE TABLE ABOVE RIGHT)

REBAR TIE ROD 2 EACH

M

IN

MIN.

VALVE BOX

C.I. TRAFFIC TYPE

SLIDE TYPE

OR 375mm DIA.

CONC. BASE 375mm SQ

PAINTED DARK BROWN #30099

INDICATOR POST

OPEN

CONCRETE BASE

VALVE

COUPLING

POST INDICATOR VALVE

CAP

SUPPLY LINE

FIRE WATER

S E E

P

R O

F

IL

E

V A

R

IE

S

IN

1, A

X

HANDLE

PADLOCK

CONCRETE COLLAR

375mm SQUARE

FNSH GRADE LINE

SLEEVE

EXTENSION ROD

GATE VALVE AND VALVE BOX

THREAD PIPE AS REQUIRED

TAPPED TEE WITH BELL ENDS (TYP.)WATER MAIN

COPPER

CORPORATION STOP

BELL END

W/BELL END

C.I. OR D.I. CAP

THREAD

CORPERATION STOP

FOR 150mm & SMALLER PIPE

SINGLE STRAP TYPE MAY BE USED

CLAMP 200mm & LARGER PIPE.

COPPER PIPE

SERVICE LINE FOR

PVC, C.I. OR D.I. PIPE

C.I. OR D.I. FITTING WITH BELL END

PVC C.I. OR D.I. PIPE

HUB(RING) TYPE COUPLING

INSTALL POSITION

JOINT AT READY TO

INSTALLED POSITION

MECHANICAL JOINT AT

MECHANICAL JOINT END

OR PIPE WITH

C.I. OR D.I. FITTING

PLUG WITH EARS

C.I. OR C.I.

1 MISCELLANEOUS PIPE INSTALLATION DETAILS

CHI, K. K.

150150

150150

UTILITY BOX PER MANUFACTURES STANDARD

PROVIDE NOMINAL 150mm DIA. ROUND

NOTE:

TRAFFIC INSTALLATION

A B

PLAN - VALVE BOX

KU, HUN MO

AND POST INDICATOR VALVE

WATER DISTRIBUTION GATE VALVE,

8 CAMP CARROLL

HS-00554-5J

29 JUL 19

C-8

D - 19 - 17

(2-1 ADA, HQ)

8 81

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

PIPE

PIPE TRENCH WALL

D.I. OR C.I. TEE

THRUST BLOCK

B C

PIPE

PIPE TRENCH WALL

C

PIPE

BRANCH LINE

B

THRUST BLOCK

INFORMATION

FOR ADDITIONAL

SEE DETAIL

NOTE:

C PIPE #2

1,0751,525 1,5251,525350 1,525 675

5251,125300 1,125

1,500

1,325

1,500

1,325

1,750

1,750

L

1,1251,125 750

1,500

1,3251,325

1,500 1,050

1,750

1,750

1,300

1,350300 1,350

TYPE

1,100

1,300

1,100

1,300

225450

1,575

DEPTH

A

1,800

PIPE SIZE

C

B

1,575

1,800

TEE BRANCH

1,800350 1,800

1,125

2,075

1,125

2,075

1,025

1,300

1,550

1,025

1,300

1,550

450725 5005007251,0001,000 450

1,300

1,100

1,100

1,300

1,175

DEAD END

1,325

BA

1,175

DEPTH

1,325

C

9501,3501,350 450

1,525

1,525

475300

1,100

1,150

1,150

300225

225 400

450950 675675

300475

1,100

300300

300300

PIPE #2

PIPE #1

PIPE #4

PIPE #3

300 350 150350

450 450 150450

-225

225 300

225-

300225

150225

150300

TYPE

DEPTH

A

PIPE SIZE

C

B

DEPTH

BA

DEPTH

AC CB

DEPTH

BA

DEPTH

AC C

B

.7 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

II

.3 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

I

.7 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

II

SEE TABLE

PIPE #2

OFFSET DISTANCE

FLEXIBLE PIPE

.3 to n /m

P R

E S S

U R

E

S O

IL

B

E A

R

IN

G

T Y P E

I

DEFLECTION

HORIZONTAL PIPE

BY CONCRETE.

FITTING JOINT IS COVERED

AS LONG AS NO PART OF THE

DIMENSION AND MAY BE EXCEEDED

TABLE IS MINIMUM ALLOWABLE

1. DIMENSION "C" AS SHOWN IN

NOTE:

1/4 BEND BEND8

1 BEND16

BEND32

DEFLECTION ANGLE OFFSET DISTANCE

PIPE

(mm)

DIAMETER

PVC

(OFFSET FOR L = 6,000)

BELL

END mm

HUB

END mm

C.I. OR D.I.

JOINT mm

(OFFSET FOR L = 5,400)

END mm

BELL MECH

PIPE

COUPLING

PIPE TRENCH WALL

THRUST BLOCK

B

C

B C

SEE DIMESION PIPE

HORIZONTAL DEFLECTION ANGLE PIPE #3 & #4

ANGLE

DEFLECTION

SHEET OF

WATER SUPPLY DISTRIBUTION-THRUST BLOCK

B C

D

1 THRUST BLOCK

CHI, K. K.

A

1 2 3 4ANGLE

PIPE BEND AT PIPE DEFLECTION 5 TEE 6

HORIZONTAL PIPE DEFLECTION

KU, HUN MO

DIMENSION TABLE FOR THRUST BLOCK - (I)

PIPE DEFLECTION

BEND 11 1/4 TO 90

M

IN

CAMP CARROLL

29 JUL 19

HS-00554-5J

C-9

D - 19 - 17

(2-1 ADA, HQ)

9 80

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

HS-00554-5J

AE-01

CAMP CARROLL

N

1.

2.

3.

4.

5.

6.

7.

8.

10.

MISSION OPERATION.

WORK STAGE BY STAGE WITHOUT ANY INCONVENIENCE TO THE CUSTOMER’S

THE WORK AND GET APPROVAL FROM THE GOVERNMENT AND EXECUTE

THE CONTRACTOR SHALL SUBMIT WORK SCHEDULE PRIOR TO COMMENCING

OR RENOVATION.

CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING

AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS

EXACTLY FIELD CONDITIONS, SUCH DETAILS SHALL BE PREPARED IN THE

SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH

APPROVED BY THE C.O. OR HIS COR. BEFORE FABRICATION AND INSTALLATION.

DRAWINGS FOR ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE

MANUFACTURER’S INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP

ALL DOORS AND WINDOWS SHALL BE FABRICATED I.A.W. SPECIFICATIONS AND

WORK.

BE DONE TO INSURE ROUGH-IN WORK IS ACCOMPLISHED PRIOR TO FINISHING

TELEPHONE AND FIRE ALARM SYSTEM COORDINATION OF THIS WORK MUST

THE INSTALLATION AND REPLACEMENT OF MECHANICAL, ELECTRICAL,

CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING TO MAKE WAY FOR

APPROVED CAULKING MATERIALS RATED FOR THE FIRE WALL.

ALL PENETRATIONS THROUGH FIRE RATED WALLS MUST BE SEALED WITH

PLATE, ETC.)

ROOF THAT DISTURB WATERPROOFING WORK. (ANTENNA, WIRE, SYMBOL, NAME

THE CONTRACTOR SHALL REMOVE & REINSTALL ALL EQUIPMENTS ON THE

CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL

FOR APPROVAL TO THE C.O. OR HIS COR.

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS

CONTRACT.

ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE

INSTALLATION MANAGEMENT COMMAND, 30 OCTOBER 2015" FORM AS A PART

DRAWINGS FOR O&MA PROJECTS, KOREA, DEPARTMENT OF THE ARMY

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

GENERAL NOTES

9.

11.

HANDLING METHODS.

WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE PROPER MATERIAL

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE MATERIALS

AE 01

SCALE : 1 / 200

UPUP

UP

DN

UPUP DN

UP

DN

18’-8"

12’-0"

12’-0"

18’-0"

24’-8"

8’-0"

12’-8"

18’-0"

18’-0"

12’-0"

12’-0"

18’-0"

56083

184’-0"

10’-8"

20’-0"

19’-4"

10’-0"

15’-4"

18’-8"

19’-4"

10’-8"

10’-5"

19’-7"

19’-9"

10’-3"

56083

184’-0"

DN

DN

DN

12’-8"

18’-0"

17’-4"

12’-0"

15’-4"

18’-8"

15’-6"

13’-7"

11’-7"

19’-4"

17’-9"

12’-3"

56083

184’-0"

EXISTING / REMOVAL FLOOR PLAN, #230

REMOVAL WORK

4’-0"

3’-4"

7’-2"

3’-9"

3’-4"

1’-2"

8’-10"

8’-10"

6’-0"

6’-0"

4’-0"

7’-1" 4

NEW DOOR OPENING

NEW WINDOW OPENING

NEW DOOR OPENING

REMOVE EXISTING POST BOX.

GENERAL NOTES

REMOVAL WORK

EXISTING / REMOVAL FLOOR PLAN, #601

RELOCATE EXISTING TREE

FOR CORRIDOR (1016x2185)

NEW OPENING

15. REMOVE EXISTING POST BOX.

14. REMOVE EXISTING ENTRANCE CANOPY.

13. REMOVE EXISTING RAIN GUTTER, DOWNSPOUT AND METAL FLASHING.

12. REMOVE EXISTING STAIR HANDRAIL AND GUARDRAIL.

11. REMOVE EXISITNG BASE.

10. REMOVE EXISTING FLOOR FINISH.

9. REMOVE EXISTING TOILET PARTITION.

8. REMOVE EXISTING WALL TILE, FLOOR TILE WITH MORTAR BED.

7. REMOVE EXISTING CMU WALL. (AS NOTED ON DWG.)

6. REMOVE EXISTING PARTITION WALL.

5. REMOVE EXISTING WINDOW AND LOUVER.

4. REMOVE EXISTING DOOR AND DOOR FRAME EXCEPT ARMS ROOM & VAULT DOOR.

3. REMOVE EXISTING CONCRETE FLOOR.

2. REMOVE EXISTING CONCRETE STOOP.

1. REMOVE EXISITNG CEILING SYSTEM.

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

29 JUL 19

10 81

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

11 81

HS-00554-5J

AE-02

CAMP CARROLL

A. CONSTRUCTION / ALTERATION : L - WORK

B. REPAIR / MAINTAINANCE : K - WORK

INSTALL FALL PROTECTION SYSTEM AT THE ROOF.

REPLACE ALL EXISTING CEILING SYSTEM WITH NEW INCLUDING CEILING ACCESS DOOR.

PAINT ON ALL INTERIOR AND EXTREIOR SURFACE.

ROOF INSULATION, METAL FASCIA, SOFFIT, METAL FLASHING, GUTTERS, DOWNSPOUTS AND ALL NECESSARY ACCESSORIES.

REPLACE EXISTING ROOF SYSTEM WITH NEW STANDING SEAM METAL ROOF INCLUDING STEEL STRUCTURE, REPLACE EXISTING EXTERIOR INSULATION AND FINISH SYSTEM WITH NEW INCLUDING NECESSARY ACCESSORIES.

AND NECESSARY ACCESSORIES.

REPLACE EXISTING WINDOW WITH NEW AL SLIDING WINDOW INCLUDING VENETIAN BLIND, WINDOW INSECT SCREEN

NECESSARY ACCESSORIES.

REPLACE DETERIORATED EXISTING DOOR, DOOR FRMAE AND HARDWARE WITH NEW INCLUDING

ADD WINDOW FLASHING WITH NEW.

NECESSARY ACCESSORIES.

REPLACE EXISTING FLOOR FINISH WITH NEW VINYL COMPOSITION TILE INCLUDING VINYL COVE BASE AND

REPLACE EXISTING FLOOR TILE WITH NEW INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING WALL TILE WITH NEW INCLUDING NECESSARY ACCESSORIES.

ADD CONCRETE STOOP INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING CONCRETE STOOP WITH NEW INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING STAIR FLOOR FINISH WITH NEW RUBBER FLOORING INCLUDING NECESSARY ACCESSORIES.

ADD LAVATORY COUNTER WITH NEW.

REPLACE EXISTING INTERIOR AND EXTERIOR SIGNAGE WITH NEW.

REPLACE EXISTING EXTERIOR STAIR FLOOR FINISH WITH NEW PAINT FINISH.

ADD BENCH AND ROBE HOOK WITH NEW.

BLOCK-UP EXISTING CMU OPENING.

REMOVE EXISTING CMU WALL AND ADD CONCRETE LINTEL FOR NEW OPENING.

ELECTRICAL WORK. (WORKING AREA ONLY, SEE MECH. ELEC. DWG.)

REPLACE EXISTING 1F FLOOR AND MECHANICAL, ELECTRICAL ROOM CONCRETE SLAB FOR MECHANICAL AND

REMOVE EXISTING PIPE PIT AND BLOCK-UP EXISTING BASE OPENING WITH CONCRETE AT MECHANICAL ROOM.

ADD METAL CANOPY INCLUDING NECESSARY ACCESSORIES.

STANDING SEAM METAL ROOF.

REPLACE EXISTING ENTRANCE CANOPY WITH NEW INCLUDING FOUNDATION, CONCRETE WALL, ROOF AND

REPLACE EXISTING PARTITION WALL WITH NEW INCLUDING METAL FRAME, INSULATION AND NECESSARY ACCESSORIES.

ADD PARTITION WALL WITH NEW INCLUDING METAL FRAME, INSULATION AND NECESSARY ACCESSORIES.

ADD CEMENT MORTAR PLASTER AT EXISTING STAIR FLOOR.

SCOPE OF WORK

SCOPE OF WORK

RELOCATE EXISTING TREE.

REPLACE EXISTING 1F FLOOR CONCRETE SLAB FOR NEW CORRIDOR AND TOILET RENOVATION.

REPLACE EXISTING STAIR HANDRAIL, GUARDRAIL AND NON-SLIP NOSING WITH NEW.

GLASS MIRROR, COUNTER MOUNTED SOAP DISPENSER, TOILET TISSUE DISPENSER AND SHOWER CURTAIN WITH ROD.

REPLACE EXISTING TOILET ACCESSORIES WITH NEW INCLUDING PAPER TOWEL DISPENSER & WASTE RECEPTACLE, (2-1 ADA, HQ)

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

12 81

HS-00554-5J

AE-03

CAMP CARROLL

203 204 205 206

207A

207B

209B

209C

209A210A

210B

210C

211A

211B212

213214A

214C

214B

215C

215B

215A216A

216C

216B

218 219 220 221 222 223 224

ELEC

MECH

104 105 106 107 108 109

112113114

120A

122123124125126127

129 130 131 132 133 134 135 136 137

VELVE

120B

UP DN

COMM

UPDN

UP UP

DN UP

UP

18’-8"

12’-0"

12’-0"

18’-0"

23’-11"

9’-5"

12’-0"

18’-0"

18’-0"

12’-0"

12’-0"

18’-0"

56083

184’-0"

56083

184’-0"

12’-8"

10’-0"

8’-0"

8’-0"

10’-0"

12’-0"

14’-8"

9’-4"

9’-4"

8’-0"

10’-0"

12’-0"

12’-0"

10’-0"

8’-0"

8’-0"

10’-0"

12’-0"

10’-0"

18’-11"

18’-11"

10’-0"

10’-0"

18’-11"

17’-3"

10’-0"

18’-11"

10’-0"

18’-11"

14’-3"

9’-0"

19’-6"

14’-8"

13’-5"

14’-3"

8’-0"

14’-4"

14’-3"

14’-3"

14’-8"

SCALE : 1 / 100

1F FLOOR PLAN

SCALE : 1 / 100

2F FLOOR PLAN

14’-11"

15’-3"

2’-5"

14’-11"

7"

7"

8’-0"

8’-10"

9’-7" 3

9"

4’-4"

13’-3"

7"

1’-3"

AE 03

AE 03

D1

D1

D3 D5

D4

D5 D6

D9

W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W3

W1 W1 W1 W1 W1 W1 W2 W4 W3 W1 W1 W1 W1

D12

D3 D5 D3

D11

D11

D17

D17

D17 D17

D17D17

D17

D17

D17

D17

D17 D16

D2D2

D4 D4 D4 D4

D3D5

D5

D9D8D8D8D8D8D8D8

D9 D8 D8 D8

D8 D8 D8 D8 D8 D8

D8

D7

D8

D10

D13

D14D9D9D9D9D9D9D9

D9 D9 D9 D9 D9 D9 D9 D9 D9

D9D9D9D9

D8

D15

D11

D10

CANOPY

ENTERANCE

CANOPY

ENTERANCE

STOOP

CONCRETE

STOOP

CONCRETE

STOOP

CONCRETE

STOOP

CONCRETE

STOOP

CONCRETE

STOOP

CONCRETE

STOOP

CONCRETE

STOOP

CONCRETE

CANOPY

METAL

CANOPY

METAL

ETR ETR ETR ETRETR

OPENING

MAIL BOX

BLOCK-UP

QT FINISH

STOOP,

CONCRETE

REPLACE

QT FINISH

STOOP,

CONCRETE

REPLACE

ACST CEG.

GWB CEG.

EXISTING LOUVER

BLOCK-UP

EXISTING LOUVER

BLOCK-UP

EXISTING LOUVER

BLOCK-UP

EXISTING LOUVER

BLOCK-UP

2F FLOOR PLAN

1F FLOOR PLAN

WINDOW SILL

MARBLE

ARTIFICIAL

WINDOW SILL

MARBLE

ARTIFICIAL

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

D17

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

13 81

HS-00554-5J

AE-04

CAMP CARROLL

307B

305A

305B

304B

304A

307C

308A

308B

310313 312314

316A

316B

317 318

319B

319C

319A

307A 311A

311D

311E 311C

311B

DN DN

DN

8’-8"

56693

186’-0"

8’-8"

23’-9"

30’-6"

30’-6"

3’-4"

19’-8"

24’-8"

3’-4"

19’-8"

30’-6"

26’-3"

29’-6"

29’-6"

3’-4"

23’-5"

23’-5"

3’-4"

23’-5"

23’-7"

DS EJ EJ EJ EJ EJ EJ EJDS DS DS DS DS DS DS

DS EJ EJ EJ EJ EJ EJ EJDS DS DS DS DS DS DS

SSMR

SSMR

FALL PROTECTIONS

FALL PROTECTIONS

56083

184’-0"

SCALE : 1 / 100

3F FLOOR PLAN

61976

203’-4"

1’

7"

11’-7"

17’-4"

18’-11"

10’-11"

18’-3"

10’-0"

17’-3"

11’-7"

17’-4"

17’-4"

11’-7"

12’-11"

16’-0"

11’-2" 2

15’-7"

1’ "1168

3’-10"

22’-8"

11212

36’-9"

22’-1"

12’-0"

12’-0"

23’-4"

SCALE : 1 / 100

ROOF FLOOR PLAN

AE 04

AE 04

W1 W1 W1 W1 W1 W1 W4 W3 W1 W1 W1 W1

W1 W1 W1 W1 W1 W1 W3 W1 W1 W1 W1

D3 D5 D3D5

D17

D17

D17

D17 D17

D17 D17

D9 D9 D9 D9

D9 D9 D9 D9 D9 D9 D9 D9 D9

D17

D17

D17 D17

D16

D15

D14

D10

D9 3048

10’-0"

" D18

D19

D20

D21

ETR

D22

ACST CEG.

GWB CEG.

EXISTING LOUVER

BLOCK-UP

EXISTING LOUVER

BLOCK-UP

ROOF FLOOR PLAN

3F FLOOR PLAN

WINDOW SILL

MARBLE

ARTIFICIAL

WINDOW SILL

MARBLE

ARTIFICIAL

D9

(2-1 ADA, HQ)