Drawing.pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 24 - 32

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

USING AGENCY

DATE:25 JUN 24

P2-00511-0J

PROJECT NO. P2-00511-0J, CAMP WALKER

C - 3

C - 4

LOCATION PLAN

CAMP WALKER

CIVIL

C - 1

C - 2

FAILING BUILDING B#212

REPAIR DETERIORATED AND

FAILING BUILDING B 212

REPAIR DETERIORATED AND

AD101

AD102

AE101

AE104

AE106

AE102

AE103

AE302

AE303

AE201

AE301

23 AE404

AE402

AE403

M - 3

M - 4

M - 5

M - 1

M - 2

HVAC & PLUMBING REMOVAL PLAN

M - 6

M - 7

E - 3

E - 4

E - 5

E - 1

E - 2

ARCHITECTURAL

MECHANICAL

ELECTRICAL

A001

A002

AE105

AE401

SITE LAYOUT PLAN

TYPICAL SECTIONS

CONCRETE SIDEWALK DETAIL

SCOPE OF WORK

PARTITION WALL DETAILS - 2

PARTIAL SECTION DETAIL

ENTRANCE CANOPY DETAILS

EIFS DETAILS (TYP)

LEGEND AND ABBREVIATIONS

NEW HVAC DUCT & PIPING PLAN

NEW PLUMBING PIPING PLAN

DETAIL DRAWINGS - 1

DETAIL DRAWINGS - 2

LEGEND, NOTES AND SCOPE OF WORKS

LIGHTING PLAN AND LIGHTING FIXTURE DETAILS

34 OF 34 EXISTING AND MODIFIED PANEL SCHEDULE AND DETAIL OF ARC FLASH LABELS

EXISTING/ REMOVAL AND NEW ELECTRICAL POWER SITE PLAN

POWER PLAN - RECEPTACLE, EQUIPMENT, HVAC SYSTEM AND FIRE ALARM PLAN

EQUIPMENT SCHEDULE, GENERAL NOTES AND SCOPE OF WORK

(TYP), LAVATORY COUNTER DETAIL (TYP), PAPER TOWEL DESPENSER & WASTE RECEPTACLE DETAILS

GUTTER DETAIL (TYP), CONC SPLASH BLOCK DETAIL, GUTTER EXPANSION JOINT DETAILS, DOWNSPOUT DETAIL

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

EXST / REMOVE FLOOR PLAN, EXST / REMOVE FOUNDATION PLAN

EXST / REMOVE ROOF PLAN, BULIDING PHOTO VIEW

NEW FLOOR PLAN, NEW CEILING PLAN

PARTITION WALL PLAN, CMU WALL OPENING DETAIL, CMU BLOCK-UP DETAIL

PARTIAL FLOOR PLANS, INTERIOR ELEVATIONS

DOOR SCHEDULE, DOOR TYPES, DOOR HARDWARE SCHEDULE, NOTES

WINDOW SCHEDULE, WINDOW TYPE, DOOR DETAILS (TYP), CLJ DETAIL, SLAB DETAIL

INTERIOR & EXTERIOR FINISH SCHEDULE, MATERIAL COLOR SCHEDULE, ABBREVIATION, NOTE, GENERAL NOTES

SIGNAGE DETAIL

SIZE & MOUNTING LOCATION OF SIGNAGE, SIGNAGE PLAN, BUILDING IDENTIFICATION, INTERIOR WALL MOUNTED

HANGER DETAILS, CEILING ACCESS, CEILING ACCESS (ATC)

SEMI-EXPOSED GRID ACOUSTICAL TILE CEILING DETAILS (TYP), GYPSUM BOARD CEILING DETAILS, TYPICAL

PARTITION WALL DETAILS - 1

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:

1 SCALE : 1 / 3000

GRAPHIC SCALE

(IN METERS)

0 60 120

N

SCALE: 1 : 3000

CIVIL

CAMP WALKER

1 34

D - 24 - 32

CHI, K. K.

AS SHOWN C-1

LOCATION PLAN

LOCATION PLAN

25 JUN 24

P2-00511-0J

KU, HUN MO

THIS PROJECT

2-

1SEE THE PLAN

STOP

E

E

S

S

S

S-363

S-373S-372 S-367

S-409

T-235 Golf Course

S-468

T-445

S

T-444

S

S

T 9 S-470

S-457 T-465

T-466

S-450T-706

S-324

S-422

S-335

S-320

S-338

S-200

S-216T-213

S-452

T-720

T-235 Golf Course

T-235 Golf Course

GATE 6

S-403

TMP Washrack

188TH MP

S-431

S-430

T-433

S-441

GOLAN 10

T-442

S-414

S-411

S -416S

-410

T

S-440

S-711

T-712

S-358

S-349

S-408 T-421

S -420

T-342

T-387

S-701

S-348

T-235 Golf Course

KELLY FIELD

S-252

S-283

S-257

S-205

S-208

S-261

S

S-260

S-202

S-217

S-212

S-222

S-362

T

T

S-360

S-368

S-386

S-38

T-235 Golf Course

S-2

S-

S-148

S-149 S-163

T-164

S-165

S-166

S-565

S

S

S-161

T-158

S-617

S-57

S-57

S-574

S-556

S

S 1S-566

T-569

S-57

S-57

S-584

T-614

S

S -602

S-601

S

S

S

S

S-

S-221

T-573

S

S-267

S

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S

S-592

T-594

S

S

S-379

S-374

S-310

T-340

S-330

T-341

SUBSTATION

S-321

S-359

GATE 4

S-393

APSAN OVERPASS BRIDGE

APSAN OVERPASS BRIDGE

S-357

T-364

S-356

T-355

S-353 S-399

S-350

S-352

S-344 tank-1 water tank-2 water

STREET

WASHINGTON

S-556

S-

S-5

S-585

S

S

S

S

S-315

S

S-226

S-316

S

S

S

S-237

S-

S-

S-

S

S-182 S-555

S-557

S-228

S-230

S-227

S-616

P A R

K

IN

G

S T R

U C T U

R E

P A R

K

IN

G

S T R

U C T U

R E

LOT

PARKING

LATRINE

S-265

S-232

S-250

POND

COURT

BASKETBALL

S-652

S-649

S-653

S-398

S-

T

S-669

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

FAMILY HOUSING

FAMILY HOUSING

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

MIDDLE / HIGH SCHOOL

CHILDREN DEVELOPMENT CENTER

LODGE

S-233

FAILING BUILDING B#212

REPAIR DETERIORATED AND

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KU, HUN MO

CHI, K. K.

SITE LAYOUT PLAN

SITE LAYOUT PLAN

GRAPHIC SCALE

0SCALE : 1 / 75 30001500750

SCALE: 1 : 75

C-2

CAMP WALKER

P2-00511-0J

25 JUN 24

ITEMS TO BE REMOVED

LEGEND:

NOTES:

RESTORE IMMEDIATELY TO ITS ORIGINAL OR BETTER CONDITIONS.

A RESULT OF THE CONSTRUCTION WORK, CONTRACTOR SHALL

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS

REQUIREMENTS).

WITH THE USFK REGULATION 201-1, TABLE 2-7 (DUST REDUCTION

THE CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE

KOREA, USFK PAM 200-1.

APPLICABLE KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION

AS INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT

6.

5.

4.

3.

2.

1.

1.

2.

3.

ACCORDANCE WITH OMA STANDARD SPECIFICATIONS.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IN

SHALL BE FULLY COVERED WITH SOLID SODDING AND TOPSOIL.

ALL UNPAVED, CUT/FILLED AREAS WITHIN THE PROJECT WORK LIMIT

DRAINAGE SURFACE.

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE

REMOVAL NOTES:

INCLUDING BASE COURSE

NEW CONC. SIDEWALK

D - 24 - 32

SCOPE OF WORK

#1 (CONSTRUCTION/ALTERATION)

1.

#2 (REPAIR/MAINTENANCE)

1.

SEE GENERAL NOTES ON DRAWING REF. NO. C-2.

SEE REMOVAL NOTES ON DRAWING REF. NO. C-2.

1.

2.

#3 (GENERAL REQUIREMENTS)

CONSTRUCT CONCRETE SIDEWALK INCLUDING BASE COURSE.

4.

5.SOD WITH TOP SOIL AND SOLID SODDING.

REMOVE EXISTING RED BRICKS.

14.

13.

12.

15.

16.

GENERAL NOTES:

PROPER MATERIAL HANDING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION 201-1,

DURING THE PROJECT MUST BE STORED IN ACCORADANCE WITH THE

ALL HAZARDOUS MATERAIL AND HAZARDOUS WASTE USED/ CREATED

1.

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND

2.

3.

4.

5.

6.

7.

CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE PROJECT.

OF THE JOB BY THE COR AND SHOULD BE APPROVED BY THE

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEM

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

8.

9.

10.

11.

GOVERNMENT.

LAY DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO

APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD OFFICES AND

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE LOCATION

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS

SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLISHING, OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR

OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

COMMAND" FORM AS A PART OF THIS PROJECT.THE DETAILS WILL BE

OCTOBER 2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

TECHNICAL SPECIFICATIONS FOR O & MA PROJECT, KOREA, REVISION1, 30

OF THE ARMY INSTALLATION MANAGEMENT COMMAND" AND "STANDARD

DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER 2015, DEPARTMENT

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DEPTH UNLESS OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST

ADDITIONAL COST.

FALSEWORK SUCH AS FORMWORKS AND SHORING WITHOUT ANY

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING

LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.GOVERNMENT

TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

TRAFFIC AND OPERATIONS.

FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND/OR MILITARY

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND SOLID

17.

GL

GL

GL

GL

GL

GL

GL

GL

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

T-AC

T-AC

T-AC

PCC

PCC

PCC

PCC

PCC

PCC

CLF

WF

WF

BLDG

BLDG

STOOP

STOOP

TR

TR

STONE

STONE

80.043

80.119

80.157

80.322

80.471

80.025

80.333 80.218

79.975

79.945

80.415

80.507

80.543

80.531

80.462

80.500

80.511

80.508

80.445

80.062

80.158

80.224

80.326

80.044

80.085

80.006

80.014

80.070

80.543

80.158

80.042

80.086

80.054

80.015

79.973

79.965

79.957

80.283

80.410

80.515

80.601

80.427

80.592

80.619

80.655

80.322

80.815

80.257

80.111

BLDG. #S-212

W/V

EL=80.095 (ASSUMED)

WATER VALVE BOX

TOP OF EXIST.

TBM

FFE.=80.701 (ASSUMED)

1, ROAD

ROAD BLDG

TR.

AC

PCC PCC

PCC

PAD

PAD

PAD

PAD

PAD

SHRUB

ROAD

ROAD

ROAD ROAD

ROAD

80.841

80.70580.719 80.637

80.98180.971

80.690

80.566

80.611

80.607

80.589

80.567

80.570

80.54580.529

80.580

803596

80.709

803682

- 3

- 4

REMOVE EXISTING RED BRICKS

PROJECT WORK LIMIT

SOD WITH TOP SOIL AND SOLID SODDING

LOCATION INDICATED BY COR

REPLANT EXISTING TREE TO THE

SEE TYPICAL SECTIONS AND DETAIL

INCLUDING BASE COURSE

CONSTRUCT CONCRETE SIDEWALK

REMOVE EXISTING METAL FENCE

RESILIENT CONCRETE SIDEWALK

ASPHALT CONCRETE PAVEMENT, AND

REMOVE EXISTING CONCRETE SLAB,

REMOVE EXISTING METAL FENCE.

REPLANT EXISTING TREE TO THE LOCATION INDICATED BY COR.

AND RESILIENT CONCRETE SIDEWALK.

REMOVE EXISTING CONCRETE SLAB, ASPHALT CONCRETE PAVEMENT,

2.

3.

N

ACCORDANCE WITH DRAWING AND SPECIFICATIONS.>

<ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN

FAILING BUILDING B#212

2 34

KU, HUN MO

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

NOT TO SCALE- 3

C-3

(ASSUMED)

EL.=80.600

(ASSUMED)

EL.=80.190

EXISTING COONCRETE CART TRACK

EXISTING COONCRETE CART TRACK

SLOPE

(T=100)

NEW CONCRETE SIDEWALK

(ASSUMED)

EXISTING GRADE

~ CONCRETE STOOP ~

12mm EXPANSION JOINT

12mm EXPANSION JOINT

FOR CANOPY

EXISTING STEEL COLUMN

NOT TO SCALE

- 3

(ASSUMED)

FFE=80.701

S-212

BLDG.#

(T Y P

SLOPE

(TYP.)

(T=100)

NEW CONCRETE SIDEWALK

(TYP.)

2% SLOPE SLOPE

EXISTING TREE

EXISTING COONCRETE CART TRACK

(ASSUMED)

EXISTING GRADE

TYPICAL SECTION-1

TYPICAL SECTION-2

TYPICAL SECTIONS

CAMP WALKER

P2-00511-0J

25 JUN 24

2,610 (TYP.) 6,325 (TYP.)

785 (TYP.) 1,500 SEE LAYOUT PLAN

(W=VAR.)

1,000 (TYP.)

D - 24 - 32

MATCH EXISTING STOOP EL.

FAILING BUILDING B#212

3 34

NOT TO SCALE

CONCRETE SIDEWALK

3R

AGGREGATE USED.

BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE

BE AT LEAST ONE - FOURTH OF THE SIDEWALK SLAB THICKNESS.

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

CONTRACTION JOINT

KU, HUN MO

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

JOINT FILLER JOINT SEALER

3R

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

EXPANSION JOINT

%(TYP)2

GRADE

FINISHED

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

CONCRETE 21 MPA

SECTION

fy = 440 Mpa fy = 392 Mpa(GRADE 60)

Fnt = 310 Mpa fu = 482 Mpa

1. CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

2. STEEL

WELDED WIRE FABRIC

4. BOLTS :

ASTM A307,

3. WELDING ELECTRODE:

CONCRETE

CONFORM TO ACI STANDARDS (ACI 318, ACI 301 ETC.)

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

CONCRETE FINISH

f’c = 21 MPa

SIDEWALK PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND

MATERIAL STRENGTHS

CONCRETE SIDEWALK DETAIL

25 JUN 24

P2-00511-0J

C-4

4 34

CAMP WALKER

D - 24 - 32

1,500

FAILING BUILDING B#212

1.

2.

3.

6.

OF CONSTRUCTION SHALL BE USED.

NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE

EXISTING UTILITIES AS A RESULT OF HIS/HER WORK.

OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL PAY FOR ALL DAMAGES TO

TO UTILITIES. NOTIFY THE OWNER’S REPRESENTATIVE OF ANY UNDERGROUND UTILITIES IN THE WAY

EXTREME CAUTION AND MUST EXERCISE PROPER CARE DURING EXCAVATION TO PREVENT DAMAGE

ACCURACY OR THE EXISTENCE OF OTHER OBSTACLES WHICH MAY BE ENCOUNTERED WORK WITH

PLANS ARE FROM THE LATEST AVAILABLE RECORDS BUT ARE NOT GUARANTEED AS TO THE

THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES AS SHOWN ON THESE

4.

LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR

WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE

THE PROJECT AREA PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE ALL WORK.

THE CONTRACTOR SHALL NOTIFY ALL AGENCIES TO VERIFY THE ACTUAL LOCATION OF ALL UTILITIES IN

5.

ADDITIONAL COSTS TO THE OWNER.

SCHEDULED TO REMAIN DURING THE CONSTRUCTION PERIOD WHICH SHALL BE REPAIRED AT NO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES INCURRED TO EXISTING WORK

7.

PATCHING SHALL MATCH THE FINISH OF THE ADJACENT SURFACES.

THE CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND/OR REMOVAL WORK.

8.

ACCESSIBILITY GUIDELINES (ADAAG).

ALL STANDARDS, REQUIREMENTS AND GUIDELINES OF THE AMERICANS WITH DISABILITIES ACT

ALL GOVERNING AGENCIES. THIS WORK SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM WITH

ALL WORK SHALL CONFORM TO ALL APPLICABLE LAWS, CODES, REGULATIONS, AND ORDINANCES OF

9. ALL DIMENSIONS SHOWN ON FLOOR PLAN ARE TO FACE OF FINISH, UNLESS OTHERWISE.

10.

PROVIDE DUST CONTROL MEASURES AS REQUIRED.

CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH. CONTRACTOR SHALL

AREA, THE OWNER’S PREMISES, INCLUDING STREETS AND OTHER AREAS USED BY THE CONTRACTOR

CONTRACTOR SHALL, AT ALL TIMES, DURING THE COURSE OF THE WORK, KEEP THE CONSTRUCTION

11.

OF OPERATIONS, INTERRUPTION OF MECHANICAL AND ELECTRICAL UTILITIES.

DELIVERY ACCESS TO AND FROM WORK, SPECIAL NOISY OPERATIONS, TIMING OF WORK, SEQUENCE

COORDINATE ALL OPERATIONS WITH THE OWNER’S REPRESENTATIVE FOR MATERIALS STORAGE,

12.

DEBRIS, RUBBISH, AND CONSTRUCTION MATERIAL AT TIME OF FINAL ACCEPTANCE.

REMOVE BARRICADE AFTER COMPLETION OF THE PROJECT AND CLEAN THE PROJECT AREA OF ALL

PREVENT PEOPLE FROM ENTERING THE PROJECT AREA AND TO PROTECT THE ENCLOSED PROPERTY.

CONTRACTOR SHALL PROVIDE BARRICADES, AS REQUIRED, AND ACCEPTABLE TO THE OWNER TO

13.

REPRESENTATIVE.

TRADE SHALL BE USED TO RESOLVE SUCH DISCREPANCIES AND MUST BE APPROVED BY THE OWNER’S

SUBMIT SHOP DRAWINGS ON HOW THEY WILL RESOLVE SUCH DISCREPANCIES. GENERAL PRACTICE OF

SHALL BE BORNE BY THE CONTRACTOR AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO

QUESTIONS RAISED DURING CONSTRUCTION PHASE THAT MAY RESULT IN EXTRA COST, SAID COST

ALL DISCREPANCIES FOUND ON DRAWINGS DURING CONSTRUCTION PHASE, ANY DISCREPANCIES OR

IT SHALL BE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE OWNER’S REPRESENTATIVE FOR ANY OR

14. CONTRACTORS SHALL VERIFY ALL QUANTITIES.

STATE PROPERTY IN ACCORDANCE WITH ALL LOCAL GOVERNING LAWS AND REGULATIONS.

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF

ALL MATERIALS REQUIRED TO BE DISPOSED OF IN THIS PROJECT UNLESS REQUIRED TO BE SALVAGED, INTENDED TO LIMIT THE WORK REQUIRED IN ANY WAY.

TITLES, CAPTIONS, HEADINGS, ETC. ARE INTENDED FOR GENERAL REFERENCE AND ARE NOT

THE ABOVE NOTES APPLY TO THE FULL SET OF CONSTRUCTION DOCUMENTS.

1.

2.

3.

4.

GENERAL NOTES

OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE CONTRACTING

PRIOR TO COMMENCING ANY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION AND DIMENSIONS

WORK.

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

REPLACEMENT OF MECHANICAL, ELECTRICAL, TELEPHONE AND FIRE ALARM SYSTEM COORDINATION

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

INCONVENIENCE TO THE CUSTOMER’S MISSION OPERATION.

APPROVAL FROM THE GOVERNMENT AND EXECUTE WORK STAGE BY STAGE WITHOUT ANY

THE CONTRACTOR SHALL SUBMIT WORK SCHEDULE PRIOR TO COMMENCING THE WORK AND GET

CONTRACTOR.

THAT MAY OCCUR DURING THE COURSE OF HIS WORK SHALL BE RESTORED AT THE EXPENSE OF THE

THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT EXISTING FACILITIES AND ANY DAMAGES

CONTRACTING OFFICER AT THE LOCATION INDICATED BY CONTRACTING OFFICER.

SALVAGEABLE MATERIALS SHALL BE REMOVED FROM WORK SITE IN A MANNER AND TURNED OVER TO

1.

2.

3.

4.

CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD

SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH EXACT FIELD CONDITIONS.

15. FILL EXISTING DUCT AND PIPE HOLE W/ CONCRETE.

16.

RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ACCESS DOOR AND WALL.

THE CONTRACTOR SHALL VERIFY THE NEW EQUIPMENT ACCESS CONDITIONS AT JOB SITE AND WILL BE

17.

18.

19.

AND SPECIFIC NOTES ON THE CONTRACT DRAWINGS.

THE CONTRACTOR SHALL FOLLOW THE CONSTRUCTION WORK AS INDICATED ON THE GENERAL NOTES

20.

CONTRACTOR SHALL SUBMIT ALL MATERIAL & COLOR SAMPLES TO DPW FOR APPROVAL.

COLOR AND PATTERN WHICH MANUFACTURERS STANDARD MUST APPROACH.

MATCH FOR MANUFACTURER COLOR IS NOT REQUIRED. THE SELECTIONS SERVE ONLY TO INDICATE

NOT INTENDED TO LIMIT SELECTIONS TO PRODUCTS OF THE MANUFACTURERS INDICATED. AN EXACT

COLORS AND PATTERNS LISTED BY MANUFACTURES ARE FOR IDENTIFICATION PURPOSES ONLY, AND

CONTRACT DRAWING.

THE CONTRACTING OFFICER. A SHOP DRAWING SHALL NOT BE THE EXACT DUPLICATION OF THE

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS FOR APPROVAL TO

5.

INSTALLATION.

DETAILS AND DRAWING SHALL BE APPROVED BY THE C.O. OR HIS COR. BEFORE FABRICATION AND

INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOOR AND WINDOW

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

5.

6. REMOVE & CLEAN EXISTING FINISH MATERIAL & ADHESIVE BY GRINDING TO RECEIVE VCT & TILE.

7. REMOVE & CLEAN EXISTING PAINT BY SAND PAPER/ GRINDING FOR NEW PAINTING AND COATING.

8.

FREE.

SHEET (MSDS), WRITTEN IN ENGLISH, FROM THE MANUFACTURE SHOWING THE PRODUCT IS LEAD

OF THIS PROJECT. THE CONTRACTOR WILL PROVIDE A CERTIFICATE OR MATERIAL SAFETY DATA

LESS THAN 0.05 PERCENT LEAD BY WEIGHT OF THE NON- VOLATILE SOLIDS) DURING THE EXECUTION

THE CONTRACTOR IS REQUIRED TO USE "LEAD FREE" COATINGS (LIQUID PAINTS OR COATINGS WITH

9.

REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.

THE CONTRACTOR SHALL PERFORM ALL WORKS IN ACCORDANCE WITH USACE SAFETY AND HEALTH

AND THE ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK REGULATION 201-1.

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE KOREAN ENVIRONMENTAL LAWS

CONTRACT, AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

OMISSIONS OR CONFLICTS WHICH PREVENT HIM OR HER FROM FULFILLING THE TERMS OF THE

CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES, WITH THE REQUIRED WORK.

SHALL VERIFY ALL CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT BEFORE COMMENCING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND

WITHOUT WRITTEN APPROVAL OF THE OWNER’S REPRESENTATIVE.

THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS SHALL NOT BE MADE

CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE OWNER’S REPRESENTATIVE SO

BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS

ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE

6.

7.

8.

9.

10.

11.

12.

13.

SPECIFIC NOTES MATERIAL NOTES

MATCHING EXISTING COLOR AND FINISH.

ANY STRUCTURAL STEEL MEMBERS EXPOSED TO INTERIOR SPACE SHALL BE RE -PAINTED WITH

THROUGH COR.

NEW SURVEY REPORT AND ASBESTOS REMOVAL DOCUMENTATION TO ENVIRONMENTAL OFFICE

THE KOREA ENVIRONMENTAL GOVERNING STANDARD (KEGS). THE CONTRACTOR SHALL PROVIDE THE

PRIOR TO ANY WORK TO ASSURE THAT APPROPRIATE ASBESTOS CONTROL IS IN ACCORDANCE WITH

THE WORK AREA WILL NEED TO BE RE SURVEYED AND ASBESTOS MATERIALS SHOULD BE REMOVED

CONTRACTOR SHALL CASE WORK IN THE AFFECTED AREA AND NOTIFY THE CONTRACTING OFFICER.

WORK. HOWEVER, IF SUSPECTED ASBESTOS CONTAINING MATERIAL ARE DISCOVERED, THE

FREE. TESTS HAVE INDICATED THAT ASBESTOS IS NOT PRESENT IN THE AREA AFFECTED BY THIS

OR MSDS, WRITTEN IN ENGLISH, FROM THE MANUFACTURER VERIFYING THE PRODUCT IS ASBESTOS

WEIGHT) DURING THE EXECUTION OF THIS PROJECT. THE CONTRACTOR WILL PROVIDE A CERTIFICATE

THE CONTRACTOR IS REQUIRED TO USE "ASBESTOS FREE" MATERIALS (LESS THAN 1 PERCENT BY

TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND/OR MILITARY

BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, AND USER.

THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING OFFICER

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:

14.

THE CONTRACTING OFFICER.

AREAS CAUSED BY THIS PROJECT AND TO MATCH CONDITION TO ADJACENT AREAS AS DIRECTED BY

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL DAMAGES TO EXISTING

CONTRACTOR.

INCURRED FOR SPILL CONTAINMENT AND CLEAN- UP SHALL BE THE RESPONSIBILITY OF THE

OFFICER SHALL OVERSEE THE CLEAN- UP EFFORT AND RENDER THE SITE CLEAN. ALL COSTS

APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY CLEAN- UP THE SPILL. THE CONTRACTING

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND UTILIZE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING

CONTRACT.

ACCOMPLISH THE ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

AGENCY, KOREA REGION OFFICE" FROM A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO

PROJECTS, KOREA, NOVEMBER 30, 2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS FOR O&MA

201-1, ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

STORED IN ACCORDANCE WITH THE CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION

ALL HAZARDOUS MATERIAL AND HAZARDOUS WASTE USED/ CREATED DURING THE PROJECT MUST BE

A001

MATERIAL NOTES

SPECIFIC NOTES

GENERAL NOTES

ARCHITECTURAL

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

15.

DRAWINGS AND SPECIFICATIONS.

ALL FAILED OR FAILING SYSTEM SHOULD BE REPAIRED IN ACCORDANCE WITH THE ATTACHED

FAILING BUILDING B#212

REPAIR DETERIORATED AND

25 JUN 24

D - 24 - 32

5 34

SCOPE OF WORK

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:

#1. REPAIR / MAINTENANCE : K - WORK

#2. GENERAL REQUIREMENTS

1.

CUT AND REMOVE THE EXISTING CEMENT MASONRY UNIT WALL.

SEE GENERAL REQUIREMENTS ON DRAWING REF. NO. A001.

REPLACE EXISTING FLOOR FINISH WITH WALL BASE.

A002

SCOPE OF WORK

D - 24 - 32

ARCHITECTURAL

CAMP WALKER

LIM, WG

KIM, CS

REPLACE EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING GYPSUM WALL BOARD WITH METAL STUD WALL INCLUDING NECESSARY ACCESSORIES.

PROVIDE GRAB BARS AND TOILET ACCESSORIES.

REPLACE EXISTING CONCRETE FLOOR AND FOUNDATION WITH NEW INCLUDING NECESSARY ACCESSORIES.

BLOCK-UP EXISTING OPENING WITH CEMENT MASONRY UNIT WALL AND RESTORE EXTERIOR INSULATION AND FINISH SYSTEM.

REPLACE EXISTING METAL STUD, GLAZED CERAMIC WALL TILE AND NON-SLIP FLOOR TILE WITH WATERPROOFING MEMBRANE.

REPLACE ASPHALT SHINGLE ROOF WATERPROOFING SYSTEM WITH METAL FLASHING INCLUDING NECESSARY ACCESSORIES.

PAINT INTERIOR SURFACE AND EXTERIOR SURFACE.

REPLACE EXISTING ENTRANCE CANOPY WITH DOWNSPOUTS INCLUDING NECESSARY ACCESSORIES.

PROVIDE COUNTER TOP. (FOOD PREPARATION AREA)

PROVIDE ROOM & BUILDING SIGNAGE WITH NEW.

REPLACE EXISTING RAIN GUTTER AND DOWNSPOUT INCLUDING NECESSARY ACCESSORIES.

PROVIDE VANITY CABINET WITH COUNTER TOP AND MIRROR GLASS INCLUDING NECESSARY ACCESSORIES.

PROVIDE STAINLESS STEEL ACCESS DOOR. (MEN’S TOILET)

PROVIDE INSULATED METAL ROLL UP DOOR INCLUDING NECESSARY ACCESSORIES.

PROVIDE ALUMINUM SWING/SLIDING AUTOMATIC DOOR AND DOOR FRAME INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING WOOD TRIM WITH NEW.

REPLACE EXISTING CEILING SUSPENSION SYSTEM INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING WINDOW AND WINDOW FRAME INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING WOOD CHAIR RAIL ON INTERIOR WALL

REPLACE EXISTING FASCIA AND SOFFIT.

PROVIDE REINFORCED CONCRETE COLUMN AT BOTH SIDE OF DOOR OPENING.

REPLACE EXISTING INSULATION ON EXISTING WOODEN SUPPORTING FRAME WITH NEW INCLUDING NECESSARY ACCESSORIES.

P2-00511-0J

< ALL FAILED OR FAILING SYSTEM SHOULD BE REPAIRED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION. >

FAILING BUILDING B#212

REPAIR DETERIORATED AND

25 JUN 24

6 34

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:

D - 24 - 32

ARCHITECTURAL

N

L E G E N D

7 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

REMOVE EXST DOOR WITH DOOR FRAME

REMAIN EXST CMU WALL

32’-8"

12’-1"

5’-3"

4’-7"

7’-6"

3’-3"

REMOVE EXST CMU WALL AND EIFS

REMOVE PARTITION WALL, GWB

SCALE : 1 / 50

1 EXST / REMOVE FLOOR PLAN

AD 101

SCALE : 1 / 50

2 EXST / REMOVE FOUNDATION PLAN

AD 101

AD101

REPLACE CONCRETE FLOOR SLAB AND FOUNDATION FOR NEW SEWER LINE

(SEE MECH DWG)

REPLACE FLOOR CERAMIC TILE WITH MORTAR BED ON WATERPROOFING

MEMBRANE ON EXST CONC FLOOR SLAB

EXST / REMOVE FOUNDATION PLAN

EXST / REMOVE FLOOR PLAN

N

32’-8"

12’-1"

5’-3"

4’-7"

7’-6"

3’-3"

REMOVE EXST DOOR WITH DOOR FRAME

NOTES:

1.

FIRE ALARM SYSTEM. (SEE ELEC DWG)

REMOVE/REINSTALL AND RELOCATE EXISTING ELECTRIC PANEL BOARD, CATV SYSTEM AND

FAILING BUILDING B#212

25 JUN 24

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:

D - 24 - 32

ARCHITECTURAL

N

L E G E N D

8 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

10925 35’-10"

SCALE : 1 / 50

1 EXST / REMOVE ROOF PLAN

AD 102

AD102

REMOVE EXST ASPHALT SHINGLE WATERPROOFING SYSTEM WITH METAL FLASHING

REMOVE EXST RAIN GUTTER, DOWNSPOUT

REMOVE ASPHALT

SHINGLE

WATERPROOFING

SYSTEM WITH

METAL FLASHING

REMOVE EXST

ENTRANCE

CANOPY W/

DOWNSPOUTS

9’-3"

REMOVE EXST

FASCIA AND

SOFFIT

BULIDING PHOTO VIEW

EXST / REMOVE ROOF PLAN

REPLACE EXST ENTRANCE

CANOPY W/ DOWNSPOUTS

REPLACE EXST RAIN

GUTTER, DOWNSPOUT

REPLACE EXST FASCIA

AND SOFFIT

REPLACE EXST RAIN

GUTTER, DOWNSPOUT

BUILDING PHOTO VIEW

AD 102

NOT TO SCALE

REPLACE

EXST FASCIA

AND SOFFIT

REPLACE EXST

DOOR AND DOOR

FRAME

REPLACE EXST ASPHALT

SHINGLE WATERPROOFING

SYSTEM WITH METAL

FLASHING

REPAINT EXST DOOR

AWNING

REPAINT EXTERIOR SURFACE

FAILING BUILDING B#212

REPAIR DETERIORATED AND

25 JUN 24

NAIL SEALABILITY (ASTM D1970)

ENHANCED SLIP RESISTANCE

: SYNTHETIC ICE & WATER BARRIER

SUREGUARD PLUS , OWENSCORNING (OR APPROVED EQUAL)

b. SPECIFICATION

a. SIZE : 1T (16m L X 1m W)

*. PLYWOOD

THICKNESS : 15mm

KS F 3101 , WATER RESISTANT TYPE(TYPE-1)

*. WATERPROOFING SHEET *. ROOFING SHINGLE

a. SPECIFICATION

OAKRIDGE PRO 30 SUPER , OWENSCORNING (OR APPROVED EQUAL)

ASTM D3462

ASTM D3018

WIND RESISTANCE ASTM D3161, 177mph(110MPH)

:UL790, CLASS A,

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:

D - 24 - 32

ARCHITECTURAL

9 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

L E G E N D

200 MM METAL STUD / RUNNER

GLAZED CERAMIC WALL TILE ON 12 MM CEMENT BOARD

GLAZED CERAMIC WALL TILE ON MORTAR BED W/ METAL LATH AND ASPHALT FELT

12.5T GYPSUM BOARD

(WATER RESISTANT TYPE)

SCALE : 1 / 50

AE 101

NEW FLOOR PLAN

SCALE : 1 / 50AE 101

NEW CEILING PLAN

AE101

NEW CEILING PLAN

NEW FLOOR PLAN

100 MM METAL STUD / RUNNER

90 MM METAL STUD / RUNNER

N

COUNTER TOP

REF.

SINK

N

ON 12 MM CEMENT BOARD

GLAZED CERAMIC WALL TILE ON MORTAR BED W/ METAL LATH AND ASPHALT FELT

15.9T ACOUSTIC CEILING TILE

15.9T X-TYPE GYPSUM BOARD (2PLY)

50 MM METAL STUD / RUNNER

C1

C2C2

C1

1’

SINGLE DOOR / DOOR FRAME

7"

@150

STIRRUP

HD13

4-HD16

1’-2"

@150

STIRRUP

HD13

6-HD16

COLUMN DETAIL

1. CONCRETE: (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

F’ = 27 MPac

2. STEEL

F = 392 Mpa (GRADE 60)y

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

C1

C2

AL SWING/SLIDING DOOR / DOOR FRAME

METAL ROLL UP DOOR

SST ACCESS DOOR

AL FIXED WINDOW W/ BLIND

NOTES:

1. PROVIDE WALL ACCESS DOOR IN MEN’S TOILET (SST, 400X1200MM)

BLOCK UP EXISTING OPENING WITH CEMENT MASONRY UNIT WALL WITH EIFS

2. SEE MECH DWG FOR THE LOCATION OF FLOOR DRAIN.

CAULK AT ALL THE INCORNER OF TILE FINISHED WALL AND JOINT.3.

SEE AE.101 COLUMN DETAIL (TYP)

*C1 AND *C2

REINFORCED CONCRETE COLUMN

4. PROVIDE DESIGN SAMPLE OF CONTERTOP TO USER FOR APPROVAL.

4. KITCHEN SINK AND REFRIGERATOR WILL BE PROVEDED BY FMWR.

14’-6"

32’-8"

7"

6"

8’-6"

3’-9"

5’-3"

5’-7"

6"

6’-8"

4’-7"

2’-2"

1’-5"

1’ " 2

11’-1"

6’-9"

3’-7"

7’-11"

3’-4"

32’-8"

1’

14’-6"

32’-8"

7"

6"

8’-6"

3’-9"

5’-3"

5’-7"

6"

6’-8"

4’-7"

2’-2"

1’-5"

1’ " 2

11’-1"

6’-9"

3’-7"

7’-11"

3’-4"

32’-8"

1’

FAILING BUILDING B#212

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:

D - 24 - 32

ARCHITECTURAL

10 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

AE102

SCALE : 1 / 50

PARTITION WALL PLAN

AE 102

A

A

LINTEL

PRECAST CONCRETE

T-BAR

B-BAR STIRRUP

NOTE2

(NOTE1)

GRUOT SOLID

OPENING

200mm 200mm

NOTES :

SOLID TO GREATEST EXTENT POSSIBLE

1. AFTER CUTTING OPENING, GROUT JAMBS

OR LOUVER FRAME

2. DIMENSION AS REQUIRED FOR DOORS, WINDOW,

3. SEE ARCH PLAN FOR DOOR SIZE AND LOCATION

CMU WALL

EXISTING

T-BAR

B-BAR

STIRRUP

40mm CLR

MORTAR

ELEVATION SECTION A-A

LINTEL SCHEDULE

T-BARS B-BARS STIRRUPS

2-HD13 2-HD13 HD10@150 O.C.

m m

NOT TO SCALEAE

2 CMU WALL OPENING DETAIL

IN-FILL

@ 800mm OC ON

HD13 BAR

SOLID GROUT

OPENING

LIMIT OF EXISTING

CMU

EXISTING

800mm OC (MAX)

HD13 HORIZ BARS

MORTAR @ GROUTED CELLS.

1. 150mm DEEP HOLE W/EPOXY

CELLS DO NOT OCCUR

GROUT SOLID WHERE GROUTED

2. BREAK OUT BLOCK WEB &

PAPER FILLER @ CASE 2

MORTAR

150mm DEEP HOLE W/ EPOXY

AE NOT TO SCALE

3 CMU BLOCK-UP DETAIL

CMU BLOCK-UP DETAIL

CMU WALL OPENING DETAIL

PARTITION WALL PLAN

1A

2A

(FROM FLOOR TO 2,600mm HGT)

15mm THK GWB

90mm METAL STUD @ 300mm O.C.

12mm THK. CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

CERAMIC WALL TILE

3A

4A

5A

6A

2B

(FROM FLOOR TO 2,600mm HGT)

15mm THK GWB

200mm METAL STUD @ 300mm O.C.

12mm THK. CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

CERAMIC WALL TILE

4B

4C

(FROM FLOOR TO 2,600mm HGT)

15mm THK GWB

90mm METAL STUD @ 300mm

#15 ASPHALT FELT

METAL LATH

25mm THK MORTAR BED

CERAMIC WALL TILE

6B

6C

7A

(FROM FLOOR TO 2,600mm HGT)

90mm METAL STUD @ 300mm

#15 ASPHALT FELT (BOTH SIDE)

METAL LATH (BOTH SIDE)

25mm THK MORTAR BED (BOTH SIDE)

CERAMIC WALL TILE (BOTH SIDE)

190mm THK CMU WALL (EXST)

(FROM FLOOR TO 2900mm HGT)

50mm THK BLANKET INSULATION

90mm METAL STUD @ 400mm

(FROM FLOOR TO 2600mm HGT)

15mm THK GWB

190mm THK CMU WALL (EXST)

(FROM TO FLOOR TO 2,900mm HGT)

50mm THK BLANKET INSULATION

90mm METAL STUD @ 300mm O.C.

(FROM TO FLOOR TO 2,600mm HGT)

12mm THK. CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

CERAMIC WALL TILE

(FROM FLOOR TO 2,900mm HGT)

50mm THK BLANKET INSULATION

50mm METAL STUD @ 300mm

(FROM FLOOR TO 2,600mm HGT)

#15 ASPHALT FELT

METAL LATH

25mm THK MORTAR BED

CERAMIC WALL TILE

(FROM FLOOR TO 2,900mm HGT)

50mm THK BLANKET INSULATION

90mm METAL STUD @ 300mm

(FROM FLOOR TO 2,600mm HGT)

#15 ASPHALT FELT

METAL LATH

25mm THK MORTAR BED

CERAMIC WALL TILE

FLOOR WALL PLAN

NOT TO SCALE

2A

3A

5A

5A

2B

4A 4B

4C

6A

6B

6C

6A

6C

7A

1A 1A

3A

3A

6A

6A

4D

(FROM FLOOR TO 2,600mm HGT)

15.9mm THK GWB (X-TYPE)

100mm METAL STUD @ 300mm

50mm THK BLANKET INSULATION

15.9mm THK GWB (X-TYPE)

4D

190mm THK CMU WALL (EXST)

(FROM CEILING TO 2900mm HGT)

50mm THK BLANKET INSULATION

190mm THK CMU WALL (EXST)

(FROM CEILING TO 2900mm HGT)

50mm THK BLANKET INSULATION

(FROM FLOOR TO 2,600mm HGT)

#15 ASPHALT FELT

METAL LATH

25mm THK MORTAR BED

CERAMIC WALL TILE

(FROM TO FLOOR TO 2600mm HGT)

CERAMIC WALL TILE

(300mm HGT)

WATERPROOFING MEMBRANE

12mm THK. CEMENT BOARD

15.9mm THK GWB (X-TYPE)

50mm THK BLANKET INSULATION

100mm METAL STUD @ 300mm O.C.

15.9mm THK GWB (X-TYPE)

(FROM FLOOR TO 2,600mm HGT)

CERAMIC WALL TILE

25mm THK MORTAR BED

METAL LATH

#15 ASPHALT FELT

6mm THK. CEMENT BOARD

15.9mm THK GWB (X-TYPE)

50mm THK BLANKET INSULATION

100mm METAL STUD @ 300mm

15.9mm THK GWB (X-TYPE)

ABA GENERAL NOTES

1.

2.

3.

4.

REFER TO PLASNS, ELEVATIONS, AND DETAILS FOR ADDITIONAL MOUNTING LOCATION INFORMATION NOT SHOWN HERE.

THIS SHEET IS FOR REFERENCE ONLY. NOT ALL CONDITIONS SHOWN MAY APPLY.

IT IS THE CONTRACTOR’S RESPONSIBLILTY TO CONSTRUCT THIS FACILITY IN COMPLIANCE WITH ARCHITECTURAL BARRIERS ACT(ABA).

REVIEW AT THE PROJECT SITE. THESE STANDARDS ARE ABAILABLE AT NO COST FROM THE U.S. ACCESS BOARD WEBSITE.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE CURRENT ABA STANDARDS AND TO HAVE THEM AVAILABLE FOR

FAILING BUILDING B#212

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:

D - 24 - 32

ARCHITECTURAL

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

NOT TO SCALE

PARTITION WALL DETAILS - 1

AE 103

AE103

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

INT FIN SCHED

WALL BASE PER

15mm GWB

MAX

304mm

ON 12mm THK CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

WALL TILE WITH TILE BOND

ON CONC. FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

2A 90

-2B 200

MAX

304mm

WOOD CHAIR RAIL

PER SCHED

FLR FINISH

WOOD CHAIR RAIL

WALL HEIGHT : 2,600mm

WOOD CHAIR RAIL

WALL HEIGHT : 2,600mm

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

INSULATION

50mm

FIN FLR LN

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

SIZED AS SCHEDULED

METAL STUD,

WALL FIN PER SCHED

15mm GWB

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

MAX

406mm 1A

" WOOD CHAIR RAIL

EXST WALL

WOOD CHAIR RAIL

STUD HEIGHT : 2,900mm

WALL HEIGHT : 2,600mm

TYPE

PARTITION

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

@ CEILING ABOVE

SECTION

STRUCTURE

BOTTOM OF

FIN FLR LN

INSULATION

NOTES

REMARKS/

50mm90

MAX

304mm 3A

SIZED AS SCHEDULED

METAL STUD,

ON 12mm THK CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

WALL TILE WITH TILE BOND

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

ON CONC. FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

SIZE

STUD

SPACING

STUD

EXST WALL

STUD HEIGHT : 2,900mm

WALL HEIGHT : 2,600mm

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

INT FIN SCHED

WALL BASE PER

MAX

406mm

50mm

ON CONC. FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

PER SCHED

FLR FINISH

4A 100

’X’TYPE GWB ON BOTH SIDE

WALL HEIGHT : 2,600mm

"X TYPE"

15.9mm GWB

ON 15.9mm GWB "X TYPE"

ON 12mm THK CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

WALL TILE WITH TILE BOND

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

INSULATION

FIN FLR LN

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

PER SCHED

WALL FIN

ON EXST CONC FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

4B 100

MAX

406mm 50mm

’X’TYPE GWB ON BOTH SIDE

WALL HEIGHT : 2,600mm

SIZED AS SCHEDULED

METAL STUD,

ON 15.9mm GWB "X TYPE"

ON 6mm THK CEMENT BOARD

ON #15 ASPHALT FELT

ON METAL LATH

ON 25mm MORTAR BED

CERAMIC TILE

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

"X TYPE"

15.9mm GWB

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

INSULATION

FIN FLR LN

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

"X TYPE"

15.9mm GWB

PER SCHED

WALL FIN

ON EXST CONC FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

4C 100

MAX

406mm 50mm

’X’TYPE GWB ON BOTH SIDE

WALL HEIGHT : 2,600mm

SIZED AS SCHEDULED

METAL STUD,

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

"X TYPE"

15.9mm GWB

" WOOD CHAIR RAIL

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

INSULATION

50mm

FIN FLR LN

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

WALL FIN PER SCHED

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

MAX

406mm

EXST WALL

SUPPORTING FRAME

ON EXISTING WOODEN

WITH ROOF INSULATION

FOR CONNECTION

WALL INSULATION

4D

SUPPORTING FRAME

ON EXISTING WOODEN

WITH ROOF INSULATION

FOR CONNECTION

WALL INSULATION

SUPPORTING FRAME

ON EXISTING WOODEN

WITH ROOF INSULATION

FOR CONNECTION

WALL INSULATION

FAILING BUILDING B#212

REPAIR DETERIORATED AND

25 JUN 24

11 34

PARTITION WALL DETAILS - 1

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:

D - 24 - 32

ARCHITECTURAL

12 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

AE104

PARTITION WALL DETAILS - 2

FIN FLR LN

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

SIZED AS SCHEDULED

METAL STUD,

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

MAX

304mm

ON #15 ASPHALT FELT

ON METAL LATH

ON 25mm MORTAR BED

CERAMIC WALL TILE

ON EXST CONC FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

7A 90 WALL HEIGHT : 2,600mm50

MAX

304mm 50mm

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

INSULATION

FIN FLR LN

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

EXST WALL

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

SIZED AS SCHEDULED

METAL STUD,

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

FLOOR SLAB

ON EXST CONC

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

6B

ON #15 ASPHALT FELT

ON METAL LATH

ON 25mm MORTAR BED

CERAMIC TILE

STUD HEIGHT : 2,900mm

WALL HEIGHT : 2,600mm

MAX

304mm

50mm6C STUD HEIGHT : 2,900mm

WALL HEIGHT : 2,600mm

SUPPORTING FRAME

ON EXISTING WOODEN

WITH ROOF INSULATION

FOR CONNECTION

WALL INSULATION

TYPE

PARTITION

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

@ CEILING ABOVE

SECTION

STRUCTURE

BOTTOM OF

FIN FLR LN

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

INSULATION

NOTES

REMARKS/

--5A

ON CONC FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

SIZE

STUD

SPACING

STUD

EXST WALL

50mm-5A -

SUPPORTING FRAME

ON EXISTING WOODEN

WITH ROOF INSULATION

FOR CONNECTION

WALL INSULATION

WALL HEIGHT : 2,600mm

ON #15 ASPHALT FELT

ON METAL LATH

ON 25mm MORTAR BED

CERAMIC WALL TILE

TYPE

PARTITION

SIZE

STUD

SPACING

STUD

NOTES

REMARKS/

INSULATION

FIN FLR LN

STRUCTURE

BOTTOM OF

STRUCT ABOVE

SECTION @

@ CEILING

SECTION

@ PARTITION

PLAN SECTION

FLR BELOW

SECTION @

INT FIN SCHEDULES

APPLICABLE, SEE

LINE OF CEILING WHERE

600MM O.C. MAX

WITH FASTENER AT

STEEL STUD TRACK

PER SCHED

WALL FIN

ON EXST CONC FLOOR SLAB

MEMBRANE

ON WATERPROOFING

FCT W/MORTAR BED

6A MAX

304mm

INT FIN SCHED

WALL BASE PER

PER SCHED

FLR FINISH

WOOD CHAIR RAIL

WALL HEIGHT : 2,600mm

SIZED AS SCHEDULED

METAL STUD,

ON #15 ASPHALT FELT

ON METAL LATH

ON 25mm MORTAR BED

CERAMIC TILE

15mm GWB

"RAIL

WOOD CHAIR

NOT TO SCALE

PARTITION WALL DETAILS - 2

AE 104

FAILING BUILDING B#212

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:

RUNNER

MEMBRANE

ON WATERPROOFING

ON MORTAR BED

EPOXY COATING

2F

NOT TO SCALE

PARTIAL SECTION DETAIL

AE 105

CONC SLAB

MECH. RM

5’-9"

1"

4A 4B

IS APPLIED TO #103(MECH RM)

NOTES

*FIRE RATED METAL FRAME CEILING SYSTEM

INTERIOR SCHEDULE

FINISH PER

15.9mm THK GWB (X-TYPE)

100mm METAL STUD @ 300mm

15.9mm THK GWB (X-TYPE)

6mm THK CEMENT BOARD

#15 ASPHALT FELT

METAL LATH

25mm THK MORTAR BED

CERAMIC WALL TILE

15.9mm THK GWB (X-TYPE)

100mm METAL STUD @ 300mm O.C.

15.9mm THK GWB (X-TYPE)

12mm THK CEMENT BOARD

(300mm HGT)

WATERPROOFING MEMBRANE

CERAMIC WALL TILE WITH TILE BOND

W/ 100mm METAL STUD @ 400mm

15.9mm "X TYPE" GWB BOTH SIDE

@ 400mm O.C. (MAX)

100mm METAL CHANNEL

AS SHOWNAS SHOWN

D - 24 - 32

AE105

PARTIAL SECTION DETAIL

ARCHITECTURAL

CAMP WALKER

LIM, WG

KIM, CS

CAMP WALKER

P2-00511-0J

FAILING BUILDING B#212

REPAIR DETERIORATED AND

25 JUN 24

13 34

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:

D - 24 - 32

ARCHITECTURAL

14 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

AE106

6.76mm Laminated Glass

6.76mm Laminated Glass

6.76mm Laminated Glass

6.76mm Laminated Glass

COUNTER TOP

REF.

SINK

CBA D

REFR REFR

SINK

COUNTER TOP

UR

SD

MG

UR

WC

WC

CBA D

SD

MG

WC

WC

SCALE : 1 / 50

INTERIOR ELEVATIONS (HALLWAY)

AE

1"

4’-5"

3’-3"

6"

11’-6"

2’-11"

6"

9’-4"

1’

6’-8"

9"

2’-2"

7’-2"

6’-8"

2’-2"

1’

9"

6’-8"

2’-2"

5’-4"

5’-8"

3’-6"

10’-9"

2’-11"

6"

14’-2"

2’-7"

6’-8"

3’-7"

7’-11"

2’-4"

23’-2"

SCALE : 1 / 50AE

PARTIAL FLOOR PLAN (HALLWAY)

SCALE : 1 / 50AE

PARTIAL FLOOR PLAN (KITCHEN)

SCALE : 1 / 50

INTERIOR ELEVATIONS (KITCHEN)

AE

SCALE : 1 / 50AE

SCALE : 1 / 50AE

SCALE : 1 / 50AE

SCALE : 1 / 50AE

PARTIAL FLOOR PLAN (WOMEN’S TOILET)

PARTIAL FLOOR PLAN (MEN’S TOILET)

CBA D

CBA D

UR

INTERIOR ELEVATIONS (MEN’S TOILET)

INTERIOR ELEVATIONS (WOMEN’S TOILET)

KEY

ELEV.

INT.

A

B

C

D

KEY

ELEV.

INT.

A

B

C

D

KEY

ELEV.

INT.

A

B

C

D

KEY

ELEV.

INT.

A

B

C

D

14’-6"

INTERIOR ELEVATIONS

PARTIAL FLOOR PLANS

PTD

PTD

TTD

TTD

PTD

1’

GCWT GCWT GCWT GCWT

GCWT GCWT GCWT GCWT

GCWT GCWT GCWT GCWT

PTD

PTD

WOOD CHAIR RAILWOOD CHAIR RAIL WOOD CHAIR RAIL/SLIDING DOOR

AL SWING

DOOR

ACCESS

SST

5’-10"

FAILING BUILDING B#212

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:

D - 24 - 32

ARCHITECTURAL

15 34

CAMP WALKER

LIM, WG

KIM, CS

P2-00511-0J

SCALE : 1 / 25AE

AE201

ENTRANCE CANOPY DETAILS

ENTRANCE CANOPY DETAILS

MATERIAL INFORMATION

WELDED WITH EXST STL COLUMNS

W/ 3.2mm THK STL CAP PLATE BOTH SIDE

GAL STL TUBE, L=2800mm

WELDED WITH STL TUBE

(ROUND SHAPE FABRICATING), R=4950mm

100x100, 3.2mm THK STL SQUARE TUBE

EIFS

SCALE : 1 / 25

ENLARGED PLAN FOR CANOPY2A

8’-6"

EXST ENTRANCE

CONC STOOP

EXST STL

COLUMN

EIFS

ON 6T CEMENT BOARD

EXTERIOR FINISH SYSTEM

ANCHOR BOLT

50x50 L-ANGLE &

CONC COLUMN W/

SQUARE TUBE AND

WELDED TO EXST STL

(HORIZONTAL)

TUBE @ 600

75X75, 2.3T STL SQUARE

SCALE : 1 / 25

ENTRANCE WALL1A

" 2

1’

1’

1’

1’

ANCHOR BOLT

50x50 L-ANGLE &

CONC COLUMN W/

SQUARE TUBE AND

WELDED TO EXST STL

(HORIZONTAL)

TUBE @ 520

75X75, 2.3T STL SQUARE

11"

7’-11"

11"

WELDED WITH GAL STL TUBE

CUT EXST STL COLUMN AND

17° 17°

R m m

WELDED WITH EXST STL COLUMNS

W/ 3.2mm THK STL CAP PLATE BOTH SIDE

GAL STL TUBE, L=2800mm

100x50, 2.3mm THK STL SQUARE TUBE

W/ 2.3mm THK STL CAP PLATE BOTH SIDE

WELDED WITH ROUND SHAPE STL SQUARE TUBEW/ AL MOLDING, SST SCREW

4.5mm THK POLYCARBONATE SHEET

100x100, 3.2mm THK STL

SQUARE TUBE

(ROUND SHAPE FABRICATING),

R=4950mm

WELDED WITH STL TUBE

SECTION

SCALE : 1 / 25

3A

CAULKING

AT BOTH SIDE

100x50, 2.3mm THK STL

SQUARE TUBE

W/ 2.3mm THK STL CAP PLATE

BOTH SIDE

WELDED WITH ROUND SHAPE

STL SQUARE TUBE

: 100x50, 2.3mm THK (KSD 3568 SGT275)

: 100x100, 3.2mm THK (KSD 3568 SGT275)

- STL SQUARE TUBE

: 101.6mm DIA, 3.2mm THK (KSD 3566, SGT275)

- GAL STL TUBE

FAILING BUILDING B#212

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:

EXIT DEVICE

INSULATED STEEL DOOR W/

STL FRAME

HOLLOW CORE STEEL DOOR W/

STL FRAME

STL FRAME

SOLID CORE WOOD DOOR W/

D O O R T Y P E S

AS SCHEDULE

A

B

C

BY MFR

PHOTO BEAMS

BY MFR

PHOTO BEAMS

AUTOMATIC DOOR

KEEP MOVING

PANEL

SLIDE/SWING

SX

SIDELITE

FIXED

O

6’-8"

D

AL SLIDING AUTOMATIC DOOR W/

AL FRAME

E

INSULATED METAL ROLL UP DOOR

MOTOR OPERATED W/SAFETY LASER SENSOR

/PUSH BUTTON, KEY SWITCH CONTROL STATION

(SUPPLY BY MFR)

REMARKS

HDW

SET

NOTHICK

NOS

TYPE

DOOR

WIDTH HEIGHT MATL

DOOR FRAME

MATL

OPENING

DEPTHGLAZING

NOS

ROOM

101 101.1 2200

STL

45 STL2200 -

45 - STL2200

D O O R S C H E D U L E

ALD

C

E 1600 2500

900 WD

STL

MFR

MFR -

-AL

MFR 6

* 6.75MM LAMINATED GLASS + 12MM AIR + 7.52MM LAMINATED GLASS

1 - KICK PLATE J102, SST

1 - DOOR CLOSER : C02021

: DOOR SWEEP - R3B435

: HEAD AND JAMB - R3C165

1SET WEATHERSTRIP

D O O R H A R D W A R E S C H E D U L E

1 - THRESHOLD : J32100 (ADA TYPE)

1 - DOOR STOP L02141

1 1/2PR - HINGES : A5111, 114 x 114

1 - LOCKSET F82 (LEVER HANDLE TYPE)

HDW-6 (SLIDING & SWING EXIT DOOR)

- WEATHER RESISTANT GASKETING

- THRESHOLD WITH INTEGRAL GUIDE TRACK

- EMERGENCY BREAK-AWAY PIVOTS AT DOOR LEAF AND SIDE LITE PANEL

- INTERIOR AND EXTERIOR MOTION SENSORS

ALL HARDWARE BY SLIDING DOOR MFR, TO INCLUDE:

HDW-1 (EXIT DOOR)

HDW-2 (PREPERATION AREA)

HDW-5 (ROLL UP DOOR)

THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOORS AND ALUMINUM WINDOWS

AS ACTUAL SIZE, AND DRAWINGS SHALL BE APPROVED BY THE CONTRACTING OFFICER BEFORE

FABRICATION AND INSTALLATION.

MANUFACTURERS LISTED ARE FOR IDENTIFICATION PURPOSES ONLY AND ARE NOT INTENDED TO LIMIT

SELECTIONS OF PRODUCTS. AN EXACT MATCH OF THE MANUFACTURERS FUNCTION, GRADE, COLOR &

QUALITY ARE NOT REQUIRED. BUT CONTRACTOR SHOULD INSTALL HIGH QUALITY AND GRADE PRODUCTS

WITH APPROVAL TO COR.

1. ALL DOORS AND WINDOWS SHALL BE FABRICATED IN ACCORDANCE WITH SPECIFICATIONS.

2.

3. ALL WOOD FLUSH DOORS SHALL BE FINISHED FACTORY COATED NATURAL COLOR FINISH.

( FINISH TO BE DETERMINED BY ARCH.)

4. FIRE DOORS AND FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 80 FIRE DOORS AND

FIRE WINDOWS ASTM E119.

ELECTRONIC NETWORKED LOCKSET SHALL BE "SALTO" OR APPROVED EQUAL.

ALL LOCKS EXCEPT ELECTRONIC LOCKSET SHALL BE INTERCHANGEABLE CORE, "BEST-LOCK"

OR APPROVED EQUAL.

THE CONTRACTOR…