Drawing.pdf

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Attached to: Repair Box and Craft Shop, B#1321, BSF
Solicitation number: W90VN921R0032
Issued by: Department of the Army Materiel Command Army Contracting Command

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SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

USING AGENCY

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 - 21 - 07

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

81-00516-8J

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

YI, TONG KI

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

DATE: 05 APR 21

AE - 12

PROJECT NO. 81-00516-8J, BUSAN STORAGE FACILITY

BUSAN STORAGE FACILITY

AE - 23

BLDG. NO. S-1321

REPAIR BOX & CRAFT SHOP,

BLDG. NO. S-1321

REPAIR BOX & CRAFT SHOP,

ARCHITECTURAL

AE - 34

AE - 45

AE - 56

AE - 67

M - 111

E - 121

E - 222

M - 919

M - 818

M - 717

M - 616

M - 515

M - 414

M - 313

M - 212

MECHANICAL

ELECTRICAL

LEGEND AND ABBREVIATIONS

DETAIL DRAWINGS - 1

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

SCOPE OF WORK, LOCATION PLAN

RUNNER AND INSULATION PLAN

NEW FLOOR PLAN, NEW ENLARGED FLOOR PLAN, INTERIOR & EXTERIOR FINISH SCHEDULE, METAL STUD, DOOR SCHEDULE, HARDWARE SETS, ELEVATION, WOOD BENCH DETAILS

DETAILS

TOILET PARTITON PLAN, ELEVATION AND DETAILS

GENERAL NOTES & EQUIPMENT SCHEDULE & SCOPE OF WORK

EXISTING & REMOVAL HVAC PLAN & EXISTING & REMOVAL PIPING PLAN

NEW SAW DUST COLLECTOR SYSTEM PLAN & NEW SAW DUST COLLECTOR SYSTEM ISOMETRIC DIAGRAM

LEGENDS, NOTES, SCOPE OF WORKS AND LIGHTING FIXTURE DETAIL

REMOVAL, LIGHTING, POWER PLAN AND PANEL SCHEDULE DIAGRAM "P1"

8 7 OF 21

AE - 89 8 OF 21

AE - 910 9 OF 21

M - 1020 19 OF 21 DETAIL DRAWINGS - 2

AE - 7

NOTE

FOUNDATION & GROUND PLAN, ROOF PLAN, ELEVATION PLAN, ROOF FRAMING PLAN, ENLARGED PARTIAL DETAIL, STRUCTURAL SECTION DETAIL, ENLARGED PARTIAL DETAIL, STRUCTURAL SCHEDULE

METAL GUTTER AND DOWNSPOUT DETAILS, METAL ROOF PANEL DETAILS

NEW VENTILATION PLAN

NEW DOMESTIC WATER PIPING PLAN & NEW SEWER AND VENT PIPING PLAN

NEW SAW DUST COLLECTOR SYSTEM DETAIL PALN

NEW SAW DUST COLLECTOR SYSTEM TURBO FAN DETAIL PLAN

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

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

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

PATCHING SHALL MATCH THE FINISH OF THE ADJACENT SURFACES.

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

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.

HGFEDCBA

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

AE-01

KIM, CHI SOP

81-00516-8J

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

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

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, 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

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

MATCHING EXISTING COLOR AND FINISH.

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

CONTRACTING OFFICER AT THE LOCATION INDICATED BY CONTRACTING OFFICER.

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

SPECIFIC NOTES

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

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

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 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.

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

THROUGH COR.

NEW SURVEY REPORT AND ASBESTOS REMOVAL DOCUMENTATION TO ENVIRONMENTAL OFFICE

THE KOREA ENVIRONMENTAL GOVERINNG 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 RESURVEYED 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 REAS 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

MATERIAR NOTES

SPECIFIC NOTES

GENERAL NOTES

KIM, DONG HWAN

05 APR 21

AND USER.

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

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

MATERIAL NOTES

10.

11.

12.

13.

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

1 21

HGFEDCBA

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

KIM, DONG HWAN

PROJECT WORK LIMITS

AE 01

SCALE : 1 / 1000

LOCATION PLAN

S-1321

GATE

MAIN

T-1310

S-1500GUARD TOWER

T-1315

T-1317

T-1327

S-1322 T-1427

T-1426

T-1425

T-1419

T-1402

GUARD TOWER

S-1401

S-1422 S-1407

T-1408

GUARD TOWER

S-1410

S-1409S-1411 T-1413

S-1412

T-1420

S-1436

T-1437

GUARD TOWER

S-1438

S-1439

S-1440

S-1441

S-1442

GUARD TOWER

T-1443

T-1467

S-1490

WATER TREATMENT PLANT

T-1466

GUARD TOWER

S-1445

T-1444

S-1448

S-1463

T-1432

T-1431 T-1483

T-1482

T-1481

WATER STO. TANK

S-1460

T-1365

T-1415 T-1416

S-1417

S-1329

COLD STO.

T-1309

T-1306

S-1334

T-1304

S-1312

T-1341

SHED

GAS STATION

T-1345

BOOTH

GUARD

T-1335

S-1357

T-1358

S-1311

S-1369

T-1360T-1352

T-1461

S-1480 S-1393

S-1391

GUARD TOWER

S-1385

T-1372

T-1373

T-1347

T-1349

T-1351

T-1348

S-1491

S-1447

S-1324

T-1340

T-1336

T-1338

S-1313

S-1318

PCC

LUMBER LANE

PCC

MAIN STREET

FRONT STREET

ACC

D S

T R

E E

D S

T R

E E

T A

C C

H S

T R

E E

DRUM ROAD

ACC

RAMP

CONC.

RAMP

CONC.

RAMP

CONC.

AREA

STORAGE

S-1505

S-1330

81-00516-8J

LOCATION PLAN

SCOPE OF WORK

A. REPAIR / MAINTAINANCE : K - WORK

AE-02

REPLACE EXISTING FLOOR FINISH SYSTEM WITH NEW. (SEE INTERIOR FINISH SCHEDULE)

ACCESSORIES.

REPLACE EXISTING FLOOR TILE WITH NEW INCLUDING MORTAR BED, WATERPROOFING AND NECESSARY

5 REPLACE EXISTING WALL TILE WITH NEW INCLUDING NECESSARY ACCESSORIES.

7 REPLACE EXISTING TOILET PARTITION WITH NEW INCLUDING NECESSARY ACCESSORIES.

11 RESTORE EXISTING EXTERIOR FINISH SYSTEM FOR EXTERIOR WORK.

PAINT ON ALL INTERIOR SURFACE.

05 APR 21

SEALANT, FRAME AND NECESSARY ACCESSORIES.

REPLACE EXISTING DETERIORATED FASCIA, SOFFIT AND NAILER WITH NEW INCLUDING INSULATION, SCREEN, NECESSARY ACCESSORIES.

REPLACE EXISTING DETERIORATED RAIN GUTTER, DOWNSPOUT AND SPLASH BLOCK WITH NEW INCLUDING

ACCESSORIES.

REPLACE EXISTING DETERIORATED DOOR AND FRAME WITH NEW INCLUDING HARDWARE AND NECESSARY

(SEE EXTERIOR FINISH SCHEDULE)

PAINT ON ALL EXTERIOR SURFACE INCLUDING EXISTING WINDOW FRAMES, MOLDING AND SECURITY GRILL.

15 PAINT ON THE NEW STEEL CANOPY SYSTEM SURFACES.

(SEE EXTERIOR FINISH SCHEDULE AND AE-07)

FOOTINGS, STRUCTURE STEEL COLUMNS, BEAM AND STEEL ROOF FRAME AND NECESSARY ACCESSORIES.

REPLACE EXISTING DETERIORATED WOODEN CANOPY WITH NEW STEEL CANOPY SYSTEM INCLUDING CONCRETE

(SEE EXTERIOR FINISH SCHEDULE)

SPLASH BLOCK AND NECESSARY ACCESSORIES.

ROOFING SYSTEM INCLUDING SHEET METAL FLASHING, METAL LINER, PROTECTED METAL GUTTER, DOWNSPOUT

REPLACE EXISTING ASPHALT SHINGLE ROOF SYSTEM AT WOODEN CANOPY WITH NEW PROTECTED METAL

(SEE FLOOR PLAN, ELEVATION AND TOILET ACCESSORIES SCHEDULE)

PROVIDE TOILET ACCESSORIES WITH NEW INCLUDING NECESSARY ACCESSORIES.

(SEE AE-07)

REPLACE EXISTING DETERIORATED CONCRETE RAMP WITH NEW AND NECESSARY ACCESSORIES.

AS REQUIRED FOR NEW STEEL CANOPY AND CONCRETE RAMP WORK.

REPAIR AS REPLACING EXISTING CONCRETE FLOOR WITH NEW AS EXISTS INCLUDING NECESSARY ACCESSORIES

NECESSARY ACCESSORIES. (SEE INTERIOR FINISH SCHEDULE)

REPLACE EXISTING GYPSUM BOARD CEILING WITH NEW INCLUDING METAL FRAME, INSULATION AND

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

2 21

7’-11"

23’-0"

2’-7"

2’-11"

101 102 103 104 105

106 107

D2 D3 D4 D5

D10 D11

D14

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

NO.

I N T E R I O R F I N I S H S C H E D U L E

FLOOR

ROOM

BASE WALL CEILING

A B B R E V I A T I O N S

CMT - CERAMIC MOSAIC TILE

CONC - CONCRETE

CMU - CONCRETE MASONRY UNIT

- EXPOSEDEXP

EXT - EXTERIOR

EP - EPOXY

FCNF - FACTORY COATED NATURAL FINISH

FCT - FLOOR CERAMIC TILE

GCWT

- FACTORY FINISH

GWB - GYPSUM WALLBOARD

- GLAZED CERAMIC WALL TILE

VCB

VCT

- VINYL COVED BASE

STL - STEEL

SLM - SELF LEVELING MORTAR

- VINYL COMPOSITION TILE

E X T E R I O R F I N I S H S C H E D U L E

SURFACES MATERIAL FINISH COLOR

ROOF

FASCIA

SOFFIT

WALL

DOOR / DOOR FRAME STL

ALWINDOW

CANOPY ROOFING

PROTECTED METALGUTTER / DOWNSPOUT

CONC

MATCH TO EXISTING

REMARKS

AL - ALUMINUM

: VINYL COMPOSITION TILEVCT

EP : EPOXY, GLOSS

SAMHWA PAINT

MPI 77 SUPERPOXY 200

OR APPROVED EQUAL

LG HAUSYS

LDMY0084

450mm x 450mm X 3mm THK

OR APPROVED EQUAL

FCT : FLOOR CERAMIC TILE

NON-SLIP

SIZE : 200mm X 200mm X 8T

OR APPROVED EQUAL

GCWT

SIZE : 400mm X 250mm X 10T

OR APPROVED EQUAL

: GLAZED CERAMIC WALL TILE

ROOF SYSTEM

ASPHALT SHINGLE

PLYWOOD

AE-03

SCALE : 1 / 30AE 03

SCALE : 1 / 100 AE 03

2NEW FLOOR PLAN

(1)

EPOXY / NEW

VCT / NEW

EPOXY / NEW

VCT / NEW

FCT / NEW

ETR / RE-PAINT

GCWT / NEW

ETR / RE-PAINT

GWB / PAINT / NEW GWB :

WATERRESISTANT GWB

15 MM

(1)

NEW / PAINT

D12

NEW / PAINT

EIFS

NEW / PAINT

ETR - EXIST TO REMAIN

ETR / PAINT

MATCH TO EXISTING

ETR

STL ETR / PAINT MATCH TO EXISTING

AE 04

WOOD BENCH

M O

R A

C K

LAV LAV

WC WC

EXISTING DHW

SEE MECH. DWG

3 3

EXISTING STRUCTURE WALL

22mm FURRING CHANNEL @300mm

WATERPROOFING MEMBRANE SHEET WITH METAL LATH

GLAZED CERAMIC WALL TILE ON MORTAR BED

EXISTING STRUCTURE WALL

100mm BLANKET INSULATION WITH CHICKEN WIRE

92mm METAL STUD @ 300mm O.C.(UP TO ROOF SLAB)

WATERPROOFING MEMBRANE SHEET WITH METAL LATH

GLAZED CERAMIC WALL TILE ON MORTAR BED

EXISTING STRUCTURE WALL

50mm BLANKET INSULATION WITH CHICKEN WIRE

52mm METAL STUD @ 300mm O.C.(UP TO ROOF SLAB)

WATERPROOFING MEMBRANE SHEET WITH METAL LATH

GLAZED CERAMIC WALL TILE ON MORTAR BED3

EXISTING STRUCTURE WALL

50mm BLANKET INSULATION WITH CHICKEN WIRE

52mm METAL STUD @ 300mm O.C.(UP TO ROOF SLAB)

WATERPROOFING MEMBRANE SHEET WITH METAL LATH

GLAZED CERAMIC WALL TILE ON MORTAR BED4

GLAZED CERAMIC WALL TILE ON MORTAR BED

WATERPROOFING MEMBRANE SHEET WITH METAL LATH

50mm BLANKET INSULATION WITH CHICKEN WIRE

52mm METAL STUD @ 300mm O.C.(UP TO ROOF SLAB)

WATERPROOFING MEMBRANE SHEET WITH METAL LATH

GLAZED CERAMIC WALL TILE ON MORTAR BED

MATERIAL & COLOR SCHEDULE

NOTESNOTES

OR USER REQUESTS.

THIS SECTOR PLAN IS SUBJECT TO CHANGE ACCORDING TO SITE CONDITIONS

1.1.

NEW ENLARGED FLOOR PLAN

05 APR 21

METAL STUD, RUNNER AND INSULATION PLAN

INTERIOR & EXTERIOR FINISH SCHEDULE

NEW ENLARGED FLOOR PLAN

NEW FLOOR PLAN,

LIGHT DUTY

SHELF METAL

ETR

AND SECURITY GRILL

WINDOW FRAMES, MOLDING,

D13

GWB / PAINT / NEW

STEEL CANOPY STRUCTURES STEEL NEW / PAINT

PROTECTED METAL

FOR WORK SCOPE NO.#09 & #10

DASHED LINE FOR ROOF (ABOVE)

SCHEME AS APPROVED BY DPW.

BE IN ACCORDANCE WITH CAMP / INSTALLATION EXTERIOR COLOR

SELECTION OF EXTERIOR PAINT AND APPLIED FACTORY COLORS SHALL

GWB / PAINT / NEW

INSULATION

(1) (1)

100THK BLANKET INSULATION

INSULATION :

GWB / PAINT / NEW

INSULATION

(1)

GWB / PAINT / NEW

INSULATION

(1)

GWB / PAINT / NEW

INSULATION

(1)

GWB / PAINT / NEW

INSULATION

(1)

GWB / PAINT / NEW

INSULATION

(1)

GWB / PAINT / NEW

INSULATION

(1)

100THK BLANKET INSULATION

INSULATION :

(1)

100THK BLANKET INSULATION

INSULATION :

(1)

100THK BLANKET INSULATION

INSULATION :

(1)

100THK BLANKET INSULATION

INSULATION :

(1)

100THK BLANKET INSULATION

INSULATION :

(1)

100THK BLANKET INSULATION

INSULATION :

STOOP

L E G E N D

AS REQUIRED FOR NEW STEEL CANOPY AND CONCRETE RAMP WORK.

REPAIR AS REPLACING EXISTING CONCRETE FLOOR WITH NEW AS EXISTS INCLUDING NECESSARY ACCESSORIES

WORK SCOPE NO.#13, #14 & #15.

NEW STEEL CANOPY STRUCTURES (SEE AE-07)

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

3 21

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

DOOR SCHEDULE

TYPE

MATERIAL

ROUGH

OPENING

FRAME WIDTH HEIGHT

HARDWARE

SET NO.

REMARKS

D10

D11

D12

D13

D14

HW-1

(W x H)

GLAZING

LOUVER

R.O.

R .O

R.O.

R .O

DOOR W/ METAL FRAME

THRMAL INSULATED METAL

W/ METAL FRAME

METAL HOLLOW CORE DOOR

METAL DOOR W/ METAL FRAME

PAIR THRMAL INSULATED

(WHERE OCCURS)

AS SCHEDULE

VISION GLASS

SEE SCHEDULE

LOUVER

DOOR

DOOR TYPE HARDWARE SETS

DOOR

NO.

A B

METAL METAL

METAL

200X800

* G1

GLASS #1 : 6MM LAMINATED GLASS

HW-1

HW-2

HW-3

HW-4

HW-3

1 - LOCKSET : 1000-1, F07(LEVER TRIM)

1 - DUMMY TRIM

2 - FLUSH BOLT L04081

1 - DUST PROOF STRIKE L04021

1 - ASTRAGAL : R0Y635

1 - THRESHOLD : J32100

1SET WEATHERSTRIP

3PR - HINGES : A5111, 114 x 114, NRP

HDW-02

3PR - HINGES : A5111, 114 x 114, NRP

1 - ASTRAGAL : R0Y834

2 - KICK PLATE : J102, SST

1 - THRESHOLD : J32100

1SET WEATHERSTRIP

HDW-01

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

1 - CLOSER : C02021

1 - KICK PLATE J102, SST

1SET WEATHERSTRIP

1 - THRESHOLD : J32100

HDW-3

1 - DOOR STOP : L02141

1 - KICK PLATE J102, SST

HDW-5

2 - DOOR STOP

1 - DOOR STOP

1 - EXIT DEVICE : TYPE 3-FUNCTION 01

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

1 - CLOSER : C02021

1 - KICK PLATE J102, SST

1SET WEATHERSTRIP

1 - THRESHOLD : J32100

HDW-4

1 - DOOR STOP

HW-5

1 - EXIT DEVICE : TYPE 2-FUNCTION 08

W/LEVER HANDLE TYPE

1 - EXIT DEVICE : TYPE 2-FUNCTION 01

2 - CLOSER : C02021

1 - EXIT DEVICE : TYPE 3-FUNCTION 08

W/LEVER HANDLE TYPE

1 - CLOSER : C02011

1 - LOCKSET : 1000-1, F04(LEVER TRIM)

1 - THRESHOLD

1-1/2PR - HINGES : A8111, 114 x 114

AE-04

SCALE : 1 / 30AE 04

A B D

MOP RACK

WOOD BENCH

LIGHT DUTY

SHELF METAL

ELEVATIONELEVATION

FLOORFLOOR

PIPE SUPPORT (AT END)(AT END)

BOLT

EXPANSION

BOLT OR

TOGGLE

6mm DIA

BOLT

6 mm DIA. SST MACH

SST CLIP WITH

TYPE 38x51x38

38 WIDE YOKE

AT 1219 mm O.C.

32 DIA. SST PIPE

SHALL BE RED OAK

ALL EXPOSED WOOD

NOTE:

AT 1219 mm O.C.

38x89 WOOD

AT FLOOR (AT SLEEVE)(AT SLEEVE)

PIPE SLEEVE

EMBEDDED

CONCRETE

JOINT

THREADED

MORTAR BED

POCELAIN TILE

MOSAIC TILE OR

CERAMIC

EXPANSION BOLT

TOGGLE BOLT OR

WITH 6mm DIA

38x89 CONT

EXPANSION BOLT

TOGGLE BOLT OR

6mm DIA

EXPANSION BOLT

TOGGLE BOLT OR

WITH 6mm DIA

38x89 CONT

EXPANSION BOLT

TOGGLE BOLT OR

6mm DIA

WALL LINE

BOLT

BOLT OR EXPANSION

DIA. SST TOGGLE

SIDES WITH 6mm

BRACKET AT END

38x89 WOOD

SECTION

(AT WALL)

STAIN FINISH

WOOD SEAT FLAT

38x87 HARD

NOT TO SCALE

WOOD BENCH DETAILS (TYP)

AE 04

ELEVATION @ NEW TOILET

URINAL SCREEN

METAL TOILET PARTITION

SHOWER CURTAIN ROD

CONCRETE PAD

SEE MECH. DWG

CONCRETE PAD

SEE MECH. DWG

ROBE HOOK

PTD

LAV LAV

SDSD

URINAL SCREEN

LINE

WALL

LINE

WALL

3.173.17

38 50

FFL

N T S

CLCL

13 13 13

87 87 87

WOOD BENCH DETAILS

ELEVATION

DOOR SCHEDULE, HARDWARE SETS

URUR

LIGHT DUTY

SHELF METAL

D13

NOTES

AND SHALL BE APPROVED BY THE COR. BEFORE APPLICATION.

THE CONTRACTOR SHALL BE PREPARE SHOP DRAWINGS FOR SINGLE MASTER KEYING SYSTEM DIAGRAM

THE CONTRACTOR SHALL PREPARE THREE (3) EACH OR MORE KEYING FOR EXTRA.2.

WINDOW SCHEDULE AND DETAIL DRAWING TO COR FOR APPROVAL.

WITH ANCHOR BOLT AND WELDING. CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR ALL DOOR AND

THRU B-3.1.4 ALL EXTERIOR DOOR FRAME AND WINDOW FRAME SHOULD BE CONNECTED TO STRUCTURE

ALL EXTERIOR DOOR, GLAZED WINDOW: SEE SEPCIFICATION AND UFC 4-010-01, PAG B-9 & 10, PARA B-3.1

SEE SCHEDULE

LOUVER

X4EA

300X300

W/BIRD SCREEN

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

05 APR 21

D - 21 - 07

4 21

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

AE-05

"A"

SST BRACKET

W/ 2-6 DIA TOGGLE BOLTS

OR EXT AHR TO

MATCH BRACKET

SST SHELF

"A"

ELEVATION

SECTION "A"-"A"PLAN

NOT TO SCALE

SHELF METAL LIGHT DUTY DETAILS

ELEVATION SECTION

NOT TO SCALE

WALL PLATE

CONCEALED SST

SST FLANGE

50mm x 50mm

HOOK

BAR FORMS

100mm WIDE

SST FLANGE

50mm x 50mm

HOOK

BAR FORMS

100mm WIDE

SCREW

LOCK

59100

6A 6B

ROBE HOOK DETAILS (TYP)

1%SLOPE TO DRAIN

FABRIC REINF

WALL BEYOND

SEALANT

CONCRETE

MORTAR BED

1%SLOPE TO DRAIN

BOND COAT

(LEAD)

SHOWER PAN

HORIZ EMBED MIN 50.8MM

AT 304MM O.C. W/ 13BAR

13 BAR VERTICAL DOWELS

SEALANT

STRUCTURE

BTM OF EXST

EXTEND TO

SCHEDULE

INTERIOR FNSH

CEILING PER

AND ROD

SHOWER CURTAIN

SLOPE

SHOWER AREA

1B SHOWER HEAD1A SHOWER CURB

SHOWER SIDE

M A

6 6

L G

H G

)SCHEDULT)

(SEE INT FINISH

FLOOR TILE MEMBRANE

WATER PROOFING

@300mm O.C.

STL STUDS

WALL TILE

MORTAR BED

NOT TO SCALE

SHOWER CURB & HEAD DETAILS

SECTION

NOT TO SCALE

MOP RACK DETAILS

HOOK

C D

BB76

MOP HOLDER

DRYING ROD

A (mm)

B (mm)

C (mm)

D (mm)

HOLDERS

(EA)

HOOKS

(EA)

1067 229 191 229 5 4

FASTENER

18 GA SST SHELF

SST MOP HOLDER

SST HOOK

2-16 GA SST SHELF

BRACKET W/ 2-350

TOGGLE BOLT & 1065

CENTER BRKT17

& 1220 NEED

FFL

CEILING

URINAL SCREEN

METAL

ELEVATION

S E E

T E

S C

H E

D U

L E

METAL

WALL

BRACKET

L WALL

FASTENING

AS REQ’D

METAL

URINAL

SCREEN

DETAIL

CEILING

SUSPENSION

SYSTEM

ADDITIONAL

SUPPORT

SLEEVE

AS REQ’D

STILE

STEEL SHOE

STAINLESS

x6MM CONT.

L-76x76

13MM THK

GWB CEILING

BOLT ASSEMBLY

LEVELING

PLATE

MOUNTING

DETAIL

METAL

URINAL

SCREEN

FASTENING

WALL

METAL

WALL

BRACKET

AS REQ’D

DETAIL SECTION

POST

SUPPORT

METAL

URINAL SCREEN

FULL HEIGHT

"U" BRACKET

FULL HGT

" " BRACKET

WALL

FASTENER

AS REQ’D

FACE OF

WALL

STILE

x6MM CONT.

L-76x76

PIPE

SLEEVE

CEILING

SUSPENSION

SYSTEM

SHOE

RETAINER

STAINLESS

STEEL SHOE

2-10mm DIA.

ANCHOR BOLTS

GWB CEILING

BOLT ASSEMBLY

MOUNTING

@ WALL BEYOND

L-76x76 x6x200mm CLIP

DETAIL

LEVELING PLATE

13MM THK

NOT TO SCALE

URINAL SCREEN DETAILS

ELEVATION SECTION

NOT TO SCALE

GLASS MIRROR DETAILS

FASTENER

PLATE

METAL

FRAMED

GLASS

MIRROR

1.2 THK 12x12 SST FRAME

RUBBER

BACKING

LINE OF

MIRROR

RUBBER LINER

F F L

PLATE GLASS MIRROR

1.2 THK 12x25 GALV STL

FRAME FASTENED

OR @600 O.C

W/ 60 BOLTS, 2-PER SIDE

W/PIN KNOT SCREWS,

@600 O.C

2-PER SIDE OR

AE 05

3B 3C 3D 3E

AE 05

4A 4B

O R

S T

A N

D A

R D

AE 05

RM#109

DETAILS

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

05 APR 21

D - 21 - 07

5 21

2’-3"

1’

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

AE-06NOT TO SCALE

TOILET PARTITION PLAN & ELEVATION & DETAILS (TYP)

1E1F 1D

TOILET PARTITION FLOOR PLAN (TYP)

ELEVATION

PILASTER/DOOR DETAIL

WALL

FACE OF

SEX NUT

SCREW &

SHOULDER

FASTENINGS

FULL HG’T WALL

PILASTER

DOOR

(CONT)

" " BRACKET

PTN/PILASTER DETAIL

SEX NUT

SCREW &

SHOULDER

SCREW

MACHINE

PARTITION

" " BRACKET

PILASTER DOOR

BUMPER

HOOK &

PILASTER/DOOR DETAIL

& KEEPER

STOPPER

DOOR

PER SPEC

CORE

PILASTER

DOOR

PTN/PILASTER DETAIL

SEX NUT

SCREW &

SHOULDER

SCREW

MACHINE

PARTITION

"F" BRACKET

PILASTERDOOR

PTN AT WALL DETAIL

WALL

FACE OF

SEX NUT

SCREW &

SHOULDER

(CONT)

" " BRACKET

FASTENING

WALL

FULL HG’T

PARTITION

PILASTER/RAIL DETAIL

AS REQ’D

FASTENINGS

WALL

W/ BRACKET

HEAD RAILING

25mm x 50mm

& ASSEMBLY

DOOR CASTING

TOP PIVOT

PILASTER/DOOR DETAIL

METAL BRACKET

DOOR PIVOT PIN

& ASSEMBLY

DOOR CASTING

BOTTOM PIVOT

DOOR PIVOT

PILASTER/DOOR DETAIL

METAL BRACKET

PILASTER/RAIL DETAIL

SCREW

MACHINE

HEAD RAIL

OR METAL

ALUMINUM

EXTRUDED

PER SPEC

CORE

PILASTER

BRACKET (AT WALL)

METAL HEADRAIL

HEAD RAIL

OR METAL

ALUMINUM

EXTRUDED

WALL BRACKET DETAIL

SEX NUT

SCREW &

SHOULDER

AS REQ’D

FASTENINGS

WALL

BRACKET

HEADRAIL

METAL

1L 1O

PILASTER AT FLOOR

CLIP

SPRING

EXP SHIELD

10mm DIA.

PILASTER

FFL

STIRRUP

FLOOR

SINGLE PIECE

BOLT

LEVELING

JACKSCREW

S.S.TRIM

POLISHED

CLIP

SPRING

PILASTER AT FLOOR

BOLT & NUT

5mm DIA.

EXP SHIELD

10mm DIA.

FFL

1M 1N

SEX NUT

SCREW &

SHOULDER

SCREW

MACHINE

RETURN BRACKET

METAL HEADRAIL

RETURN BRACKET DETAIL

BRACKET

RETURN

METAL

HEAD RAIL

OR METAL

ALUMINUM

EXTRUDED

PILASTER

O / MA SPECIFICATION, DISTANCE DIMENSION AS O/MA STD. DETAIL BOOK.

TOILET ACCESSORIES SIZES AND QUALITY FOLLOW TO ASTM AND

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

SPECIFIC NOTES

CERAMIC TILES.

FLOOR FINISH MATERIALS OF TOILET & SHOWER SHALL BE NON-SLIP

CERAMIC TILES.

WALL FINISH MATERIALS OF TOILET & SHOWER SHALL BE GLAZED

FINISHED WALL.

CORNER BEAD SHALL BE INSTALLED AT ALL THE OUTCORNER OF TILE

FOR COLOR SELECTION.

CONTRACTOR SHALL PROVIDE COLOR SAMPLES TO USER THROUGH COR

SYSTEM INCLUDING NECESSARY ACCESSORIES TO DPW FOR APPROVAL.

CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS OF RESTROOM

AND LOCATIONS.

REFER TO TOILET FLOOR PLANS FOR EXACT PARTITION CONFIGURATION

STEEL UNLESS SPECIFIED OTHERWISE.

ALL SCREWS, NUTS, WASHERS AND FITTINGS SHALL BE OF STAINLESS

TOILET PARTITION SHALL BE CONSTRUCTED IAW TECHNICAL SPECS.

356-406

560-410

RH ROBE HOOK (TO CENTER)

PLUMBING FIXTURE

TOILET ACCESSORY/

QUANTITY

SERVICE SINK

MTG. HGT.

STANDARD

TTD

SOAP DISPENSER (BTM)

ABBREV.

URINAL (TO RIM)

WATER CLOSET (SEAT TOP)

MTP

MOP RACKMOPR/S

TOILET ACCESSORIES SCHEDULE

LAV LAVATORY (TO RIM) 813

US -

WOOD BENCH DETAILS WB

SMLD

SCR

PTD

(TO BTM)

PAPER TOWEL DISPENSER

(TO CENTER)

TOILET TISSUE DISPENSER

MIRROR GLASS (TO BTM) 1200

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

AND PLANS

SEE ELEVS,

(TO CENTER)

SHOWER HEAD

(IN MM ABOVE FFL)

AE 06

FFLFFL

(1220mm HGT)

URINAL SCREEN

METAL TOILET PARTITION

(TO CENTER)

SHOWER CURTAIN ROD

SHELF METAL LIGHT DUTY

05 APR 21

AND DETAILS

TOILET PARTITON PLAN, ELEVATION

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

6 21

D3 D4D3 D4

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

05 APR 21

AE-07

1’-4"

15’-5"

A B C

15’-5"

1’-4"

DASHED LINE FOR ROOF (ABOVE)

ROOF EAVE LINE

PROTECTED METAL GUTTER

PROTECTED SHEET METAL ROOF

EXISTING BUILDING

DOWNSPOUT

15’-5"

A B C

EXISTING BUILDING

6 6

SCALE : 1 / 10 SCALE : 1 / 10

ENLARGED PARTIAL DETAIL-2

AE 07

SCALE : 1 / 10

ENLARGED PARTIAL DETAIL-1

SB-1 SB-1

S B

PARTIAL FOUNDATION & GROUND PLAN

PARTIAL ROOF PLAN

PARTIAL ELEVATION PLAN

ENLARGED ROOF FRAMING PLAN

SCALE : 1 / 50SCALE : 1 / 50

SCALE : 1 / 50

AE 07

40 115 115 40

4-M16 A.B.

BASE PL W/

200x310x14THK

6040 40

W/ 2-M20 HSB

9THK GUSSET PLATE

PURLIN

P-1

BASE PLATE DETAIL(SC-1)

-150x150x6

SC-1

H-150x150x7x10

SB-1

EXISTING BUILDING

AE 07

STANDARD TECHNICAL SPECIFICATIONS FOR O&MA PROJECTS, KOREA

- ALL WELDING WORKS SHALL BE DONE IN COMFORMANCE WITH

6. WELD :

- SHALL BE HEADED TYPE AND CONFORM TO ASTM A 307 OR KS B 1016.

5. ANCHOR BOLTS :

- SHALL CONFORM TO ASTM A325, KS B 1010 OR KS B 2819

4. BOLTS :

STANDARD TECHNICAL SPECIFICATIONS FOR O&MA PROJECTS, KOREA

- ALL STEEL SHALL BE PAINTED PER

- SHALL CONFORM TO ASTM A615, GRADE 60, OR KS D3504

3. REINFORCING STEEL :

- COMPRESSIVE STRENGTH AT 28 DAYS : 24.0 MPa

2. CONCRETE

ON THE DRAWINGS SHALL BE BOLTED OR WELDED.

1. SHOP AND FIELD CONNNECTIONS NOT SPECIFICALLY DETAILED

* NOTE

ENLARGED PARTIAL DETAIL, NOTE

ELEVATION PLAN, ROOF FRAMING PLAN

FOUNDATION & GROUND PLAN, ROOF PLAN

A B C

EXISTING BUILDING

PROTECTED SHEET METAL ROOF

D3 D4

SB-1SB-1

NEW CONCRETE RAMP NEW CONCRETE RAMP

16 16

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

7 21

1’-2"

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

05 APR 21

AE-08

l’b’

SIZES

REINFORCEMENT REMARKSTYPE

6-HD16 w/ D10 HOOP BAR @ 150

HEADED

4-M16x400 LG

SEE

REMARKS

TYPEANCHOR BOLTS

BASE PLATE

SIZE

MARK

SERIES

METRIC

STEEL COLUMN SCHEDULE

-150x150x6T 310x200x14T

REMARKSMARK

STEEL BEAM SCHEDULE

HEADED STUDSCAMBER

METRIC SERIES

H-150x150x7x10

MARK REMARKSMETRIC SERIES

C-150x75x25x3.2T

PURLIN SCHEDULE

b’ l’

PD-1

D10 HOOP BAR @ 150

6-HD16 w/

STRUCTURAL SECTION DETAIL

SCALE : 1 / 25AE 08

SCALE : 1 / 10AE 08

3 ENLARGED PARTIAL DETAIL-1

SCALE : 1 / 10AE 08

4 ENLARGED PARTIAL DETAIL-2

4-M16

MORTAR

BEDDING

25THK

50505050

AE 07

-150x150x6

SC-1

WELDED /W SB1 AND L-ANGLE

C-150x75x25x3.2

P-1 @820

H-150x150x7x10

SB-1

-150x150x6

SC-1

P-1

SB-1

SC-1

PD-1

DOWNSPOUT

PD-1 DETAIL

WELDED /W P-1 AND SB-1

L-75x75x6 100mm LG.

PROTECTED METAL GUTTER

ROOF LINER (TYP)

PROTECTED METAL

P-1

SB-1

STRUCTURAL SCHEDULE

ENLARGED PARTIAL DETAIL

STRUCTURAL SECTION DETAIL

COLUMN SPREAD FOOTING SCHEDULE

STRUCTURAL FILL

FFL

SCHEDULE

& REINF, SEE

FOOTING SIZE

ELEVATIONPLAN

SC-1

PD-1

EXISTING BUILDING

PD-1

SC-1

SIZES

REINFORCEMENT REMARKSTYPE

6-HD16 w/ D10 HOOP BAR @ 150F-1 300

250 350

B L

600 2150

F-1 h

L h

5’-11"

F-1

NEW RAMP

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

8 21

HGFEDCBA

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

KIM, DONG HWAN

81-00516-8J

05 APR 21

AE-09

1A 1B

SOLDER

RIVET &

12 METERS 12 METERS

GUTTER

DOWNSPOUT SIZE - 100MM X 50MM

GUTTER SIZE - 152MM WIDTH X 127MM DEPTH

DOWNSPOUT

STRAP HANGER

& NUT (TYP)

SCREW W/ WASHER

6.35mm DIA. x 3�" CAP

RECTANGULAR

PLAIN

38 38

DOWN

ROOF

SLOPES

LOCATION

FASTENER

GROOVE

SEALANT

300300300

OR EXP AHR (TYP)

9.53mm DIA. TOGGLE BOLT

"Z" CLOSURE

1.5mm THK

BACK (MIN)

LOWER THAN

FRONT 12.70mm

NOT TO SCALE

EXPANSION JOINT

LAP TYPE GUTTER

SECTION

NOT TO SCALE

GUTTER DESIGN

RECTANGULAR

NOT TO SCALE

GUTTER

ENDS

LAP

GUTTER

2. GUTTERS SHALL BE HUNG WITH HIGH POINTS EQUIDISTANT FROM DOWNSPOUTS AND HALL HAVE A SLOPE NOT LESS THAN 1.59mm PER 305mm.

1. THE REAR SIDE OF THE GUTTER SHALL NOT BE LESS THAN 12.70mm HIGHER THAN THE OPPOSITE SIDE.

NOTES:

NOT TO SCALE

DS HANGER DETAIL

NOT TO SCALE

DS SHAPE

2. DO NOT USE SMALLER THAN 177.8 SQ. MM. AREA EXCEPT FOR CANOPIES.

1. SPACE DOWNSPOUTS 6096mm MIN.,15240mm MAX.

NOTES:

NOT TO SCALE

ROOF PANEL CROSS SECTION

NOT TO SCALE

METAL LINER CROSS SECTION

LINES

OF PANEL SHOWN AS DARK

ENTIRE LENGTH AND WIDTH

SEALANT APPLIED ALONG

SLOTS NOT REQUIRED ON LOWER EDGE)

PANEL (OCCUR ONUPPER EDGE ONLY,

CONTRACTION WITH FACTORY PUNCHED

SLOTTED HOLES FOR EXPANSION AND

NOT TO SCALE

SEALANT APPLICATION

NOT TO SCALE

ISOMETRIC OF ROOF PANEL

HOLE

SLOTTED

NOT TO SCALE

SIDE LAP DETAIL

NOT TO SCALE

FASTENER INSTALLATION DETAILS

PANELS

METAL ROOFING

PROTECTED

PURLIN

SPLICE

FASTENERS

PANEL TO STRUC

DETAIL

SEE SIDE LAP

FASTENERS

PANEL TO PANEL

SPACING

750 MAX

FASTENERS

SIDE LAP

SEE STRUC

PURLIN,

INTERMEDIATE

NOT TO SCALE

"Z" CLOSURE DETAIL

NOT TO SCALE

DETAIL

INSECT SCREEN

PVC SADDLE WITH

RECOMMENDATION

MANUFACTURER’S

OR ADHESIVE PER

MASTIC SEALANT

METAL ROOFING

RIB (DEPTH = 29mm)

PVC SADDLE INSIDE EACH

CANOPY

AE 09

1 METAL GUTTER & EXPANSION JOINT DETAIL

NOT TO SCALE

NOT TO SCALEAE 09

2 DOWNSPOUT DETAILS

NOT TO SCALEAE 09

3 CONCRETE SPLASHBLOCK

NOT TO SCALEAE 09

4 METAL ROOF PANEL DETAILS

NOT TO SCALEAE 09

5 "Z" CLOSURE DETAIL

STEEL PURLIN,

METAL ROOF PANEL DETAILS

METAL GUTTER AND DOWNSPOUT DETAILS

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

BUSAN STORAGE FACILITY

D - 21 - 07

9 21

LEGEND AND ABBREVIATIONS

SCH

SAN

QTY

R12, R22

RDTR

RPM

POC

POL

PPM

PRV

OAIL

OS&Y

NTS

BUTTERFLY

CUBIC METER PER HOUR

AIR CONDITION (-ING,-ED)

AIR CONDITION UNIT (S)

AIR COOLED CONDENSING UNIT

CHILLED/HOT WATER RETURN

CHILLED/HOT WATER SUPPLY

REFRIGERANT LIQUID

CAP CAPACITY

CUBIC METER

COMPRESSOR

CONTINUE

CONNECTION

CPRSR

CU M

CONT

CONN

COUNTER CLOCKWISE

COEFFICIENT

CIRCUIT

CAST IRON PIPE

CHILLED WATER

CKT

CMH

COEF

CHW

CCW

CIP

ALARM CHECK VALVEACV

AVG AVERAGE

BAROMETER(-TRIC)

CENTIGRADEC

BARO

AMPERE(AMP, AMPS)

ALUMINUM

APPROX

AMP

AIR COND

AHU

AIR COOLED

ACU

ACLD

ACCU

CHWS

CHWR

CHR

CHS

DRAIN

KILOCALORIE PER HOUR

KILOGRAM PER SQ. CENTIMETER

KILOGRAM

THERMAL CONDUCTIVITY

IRON PIPE SIZE

ISOMETRIC

DIAMETER, INSIDE

FACE AREA OR FRESH AIR

EXTERNAL STATIC PRESSURE

EVAPORAT (-E,-ING,-ED,-OR)

ENTERING WATER TEMP

FIRE HOSE CABINET

EXPLOSION PROOF

FHC

ESP

EVAP

EWT

EFF

ENT

EQPT

EFFICIENCY

ENTERING

EQUIPMENT

IPS

ISO

NIC

N.O.

MPS

N.C.

N/A

MPH

MIN

MAX

NOT IN CONTRACT

NORMALLY OPEN

NUMBER

NORMALLY CLOSED

METERS PER SECOND

METERS PER HOUR

MINIMUM OR MINUTE

NOT APPLICABLE

MILLIMETER

MAXIMUM

HERTZ

HOSE BIBB

HEAD

HORSEPOWER

HOUR(S)

HOT WATER

HOT WATER HEATER

HORIZONTAL

FIBERGLASS REINFORCED PLASTIC

FREQUENCY

FLUSH VALVE

FEED WATER PUMP

FIXTURE

GAGE OR GAUGE

GALVANIZED STEEL

FUEL OIL

FEMALE PIPE THREAD

CIRCULATING WATER PUMPCWP

FRP

DECIBEL OR DRY BULB

DRY BULB TEMPERATURE

ENTERING AIR TEMPERATURE

DRY PIPE VALVE

DIRECT EXPANSION

DO DIESEL OIL

EAT

DPV

DIV

DIAG

DIFF

DBT

DIVISION

DIAMETER

DIAGRAM

DIFFERENCE

DEGREE

HWH

HORIZ

GALVS

FWP

FXTR

CLOCKWISE OR COLD WATERCW

PLUG VALVE

THREE WAY

FREQ

FPT

GATE, GLOBE

GATE, ANGLE

GLOBE

CONTROL

GATE

LPS

LWT

LPH

LPD

LBS

LAT

LAV

KWH

LITERS PER SECOND

LITERS PER HOUR

LEAVING WATER TEMPERATURE

METERS

LAUNDRY TRAY

LITERS PER DAY

LIQUID LINE

LEAVING AIR TEMPERATURE

POUNDS

LAVATORY

LENGTH

KILOWATT HOUR

KILOWATT

LITERS

STRAINER, BLOW OFF

STRAINER

PUMP (INDICATE USE)

KG/ SM KILOGRAM PER SQ. METER

REFRIGERANT SUCTION

REFRIGERANT DISCHARGE

PIPE TO BE REMOVED

MEDIUM TEMPERATURE HOT WATER RETURN

MEDIUM TEMPERATURE HOT WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

(NAME)

(NAME)E EXISTING PIPE

HWR

HWS

MTWR

MTWS

PIPING

SANITARY DRAIN

CHECK, SWING

PIPE SLEEVE WITH FIRE STOPPING

VENT THRU ROOF

BFP

PLAN

HOSE BIBB

BALL

ELEV.

PIPE SLEEVE

BACKFLOW PREVENTER

FLOOR DRAIN

FLOOR CLEANOUT

FCO

FLEXIBLE CONNECTOR

ANCHOR, INTERMEDIATE

ANCHOR, MAIN

EXPANSION JOINT

EXPANSION LOOP

RELIEF

SAFETY

HOSE END DRAIN

LOCK SHIELD

NEEDLE

PRESSURE REDUCING

CONTROL, PNEUMATIC-ELECTRIC

CONTROL, ELECTRIC-PNEUMATIC

CHECK, NON-SLAM

COLD WATER

VENT

AD FD

QUANTITY

TEMPERATURE DIFFERENCE

TONS OF REFRIGERATION

SCHEDULE

SUPPLY AIR

SANITARY

REFRIGERANT (12, 22, ETC)

RETURN AIR

REVOLUTIONS PER MINUTE

REFRIGERATION TON

RADIATOR

TYP TYPICAL

UNIT HEATER

URINAL

SYMBOL

TEMPERATURE

THICKNESS

TONS

THK

TEMP

SYM

OUTSIDE AIR INTAKE LOUVER

PRESSURE REDUCING VALVE

PHASE (ELECTRIC)

PETROLEUM, OIL AND LUBRICANTS

POINT OF CONNECTION

PARTS PER MILLION

PERCENT/

QUART

PRESSURE GAGE

DIAMETER, OUTSIDE

OUTSIDE SCREW & YOKE

PASCAL

POLE

SPR SPRINKLER

STAINLESS STEEL

SQUARE

STEAM

STANDARD

STEEL

STD

STL

SST

SPECIFICATION

SQUARE METER

STATIC PRESSURE

SPEC

OUTSIDE AIR

NOT TO SCALE

SECONDSEC

VAV VARIABLE AIR VOLUME

WATER CLOSET

VENTILATION

WITH

WEIGHT

WIDTH

VOL

VEL

VENT

VERT

WATT

WET BULB

VOLUME

VELOCITY

VERTICAL

SMOKE DAMPER (PROVIDE ACCESS DOOR)

MANUAL VOLUME DAMPER

VAC

VACUUM

VOLT

SPLITTER DAMPER

TEE, SINGLE SWEEP

TEE, OUTLET DOWN

REDUCER, ECCENTRIC (STRAIGHT, DOWN)

REDUCER, ECCENTRIC (STRAIGHT, INVERT)

ELBOW, TURNED DOWN

UNION, FLANGED

UNION, SCREWED

TEE, OUTLET UP

TEE

LATERAL

ELBOW, TURNED UP

CONNECTION, TOP

CONNECTION, BOTTOM

BUSHING

CAP

FIRE DAMPER (PROVIDE ACCESS DOOR)

BDD

TURNING VANES

TRANSITION

FLEXIBLE CONNECTION

FLEXIBLE DUCT

DUCT WORK

A B B R E V I A T I O N S

L E G E N D

AAV

FOS

3-WAY VALVE (MOTORIZED)

PRESSURE GAUGE

THERMOMETER

AUTOMATIC AIR VENT

GATE VALVE

CHECK VALVE

FUEL OIL SUPPLY

FLEXIBLE JOINTFJ

& STRAINER

SHOWER DRAIN

DEG

DIA or o

CEAT CONDENSER ENTERING AIR TEMP

LCWT LEAVING CHILLED WATER TEMP

FAIL FRESH AIR INTAKE LOUVER

EXPANSION JOINTEXPJT

EXST EXISTING

A / C AIR CONDITIONING

APPROXIMATELY

ARCH ARCHITECTURAL

BLDG BUILDING

CONC CONCRETE

DWG DRAWING

EA EACH

F.C.U. FAN COIL UNIT

MECH MECHANICAL

KCAL/ HR

KG/ SQ CM

HOT WATER SUPPLY

HOT WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

DOMESTIC HOT WATER SUPPLY

DOMESTIC HOT WATER RETURN

AAV

ED EXHAUST DUCT

AUTOMATIC AIR VENT

AIR HANDLING UNIT

GROUND LEVELGL

SUPPLY AIR GRILLE OR

EXHAUST AIR GRILLE OR

GRILLES, REGISTERS AND DIFFUSERS

200mm NCD

COWL, (GOOSENECK) AND FLASHING

(810mm WIDTH x 400mm DEPTH)

DUCT SIZES SHOWN810mm x 400mm

ELECTRIC MOTOR OPERATED DAMPER

MOTORIZED DAMPER

SUPPLY AIR DUCT RISER

RETURN OR EXHAUST AIR DUCT RISER

SUPPLY AIR DUCT SECTION

RETURN AIR DUCT SECTION

GATE, GLOBE OR BALL VALVE

CHECK VALVE (FLOW)

ANGLE VALVE

STRAINER

DRIP CHECK VALVE

RESTRICTED ORIFICE

FILL CUP

PRESSURE GAUGE

SOLENOID VALVE

ECCENTRIC REDUCER

CONCENTRIC REDUCER

FLEXIBLE PIPE CONNECTION

RELAY

HOSE VALVE

TEST HEADER

SMOKE DAMPER

: WATER MOTER ALARM GONG

SPRINKLER SYSTEM

: UP-RIGHT TYPE SPRINKLER

: PENDENT TYPE SPRINKLER

: SIDE WALL TYPE SPRINKLER

REMOVAL WORK

RELOCATED WORK

SUPPLY AIR DUCT

RETURN AIR DUCT

EXHAUST AIR DUCT

DEMPERS

VALVES, SPECIAL DUTY

HEATING

AIR CONDITIONING & REFRIGERATION

PLUMBING

VALVES : (for selective actuators)

BACK DRAFT DAMPER

CIRCUIT SETTER

POINT OF CONNECTIONPOC

POR POINT OF REMOVAL

TcH THERMOSTAT HEATING/COOLING

THERMOSTAT OF HEATING

RETURN AIR GRILLE OR

REDUCER, CONCENTRIC

MECHANICAL

05 APR 21

CHANG, TAE HO

NAM, TAE CHIN

81-00516-8J

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

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

EDCBA

AS SHOWN

DATE:

M-1

D - 21 - 07

10 21

SQUARE TYPE

CEILING DIFFUSER,

BUSAN STORAGE FACILITY

(200mm NECK DIAMETER)

CEILING DIFFUSER, ROUND TYPE

BLDG. NO. S-1321

REPAIR BOX & CRATE SHOP,

SCOPE OF WORK

WORK CLASS: "K" (REPAIR / MAINTENANCE WORK)

D E S C R I P T I O N

NO.

ITEM

Q’ TY

EQUIPMENT SCHEDULE

AIR COMPRESSOR1

CAPACITIES, USE WATER-REPELLENT FILTER CLOTH, VARIETY OF DUST COLLECTION.

BAG FILTER TYPE, CONTINUOUS DUST REMOVAL METHOD, HANDLING A VARIETY OF

TECHNICAL SPECIFICATIONS.

COMPRESSOR SHALL BE FOLLOWED SECTION 23 09 23. 13 20, O & MA STANDARD

AND PRESSURE SWITCH FOR AUTOMATIC STARTING AND STOPPING. AIR

ELECTRIC-MOTOR DRIVEN, EQUIPPED WITH A CHECK VALVE, SHUT-OFF VALVE

AIR COMPRESSOR SHALL BE SINGLE STAGE OIL-FREE TYPE, AIR-COOLED,

SIZE: 1450 x 520 x 1090

TANK SIZE: 150 L

ELEC. POWER: 220 V, 5.5KW, 3 PH, 60 HZ

MOTOR POWER: 7.5 HP, 5.5KW, 680 RPM

"HANSHIN" MODEL NO. NH-7 OR APPROVED EQUAL

SAW DUST COLLECTOR

FLEXIBLE ARM DUCT

MAX VACUUM: 1500 Pa

MAX TEMPERATURE EXTRACTED AIR: 70 C

CAPACITY: 400 - 600 CFM

LENGTH: 3M

TYPE: ROLL

SIZE: 150

MATERIAL TYPE: POLYURETHANE

LENGTH: 15M

TYPE: ROLL

SIZE: 100

5 3

RE-ROLLING BY SPRING.

STOPPING AT THE DESIRED LENGTH THROUGH RATCHET WHEEL, AUTOMATICALLY

AIR LINE SHOULD BE CELLING INSTALLATION, FLEXIBLE HOSE, EXTRACTION UNIT,

AIR HOSE & AIR GUN

MATERIAL TYPE: POLYURETHANE

LENGTH: 15M

TYPE: ROLL,

EXTERNAL DIAMETER: 12

INTERNAL DIAMETER: 8

"MYUNG JIN MACHINERY IND CO LTD" MODEL NO. CBX-1010 OR APPROVED EQUAL

INTEGRATED IN WALL.

RETARDANT, TEMPERATURE RANGE -40 C TO 90 C, SPRING STEEL WIRE

FLEXIBLE HOSE, EXTRACTION UNIT, DEDUSTING SYSTEM, FILTER SYSTEM, FLAME-

11 WARM AIR FURNACE

ROTARY VALVE: 220V, 3PH, 1.5KW, SQ300-2HP

TURBO FAN: 220V, 3PH, 18.5KW, 100CMM x 600mmAq, BELT TYPE

BAG FILTER: 156x2500L, POLYESTER, WATER REPELLENT COATING

HOPPER: SS400 4.5t

BODY: SS400 4.5t

05 APR 21

81-00516-8J

CHANG, TAE HO

NAM, TAE CHIN

THERMOSTAT, VENT KIT AND AHRI CERTIFIED.

OIL FIRED, UNIT SHALL BE PROVIDED WITH ELEC. AIR CLEANER, PROGRAMMABLE

Q’ TY

NO.

ITEM

POWER SUPPLY

(CFM)

FAN CAPACITY

ROOM NO.

1/20 HP, 115 V, 1 PH, 60 HZ

ROOF EXHAUST FAN7

TOILET & SHOWER ROOM

100 CFM AT 1/8" SP

DRAFT DAMPER.

MOTOR MOUNTED WITH RESILIENT ANTI-VIBRATION MOUNTS, AUTOMATIC BACK

TYPE BLOWER WHEEL, PERMANENTLY LUBRICATED AND THERMALLY PROTECTED

HOUSING W/ ACOUSTIC INSULATION, DYNAMICALLY BALANCED CENTRIFUGAL

ROOF MOUNTED, VERTICAL DISCHARGE, METAL GRILLE, GALVANIZED STEEL

GENERAL NOTES

THROUGH COR.

SURVEY REPORT AND ASBESTOS REMOVAL DOCUMENTATION TO ENVIRONMENTAL OFFICE

ENVIRONMENTAL GOVERINNG STANDARD (KEGS). THE CONTRACTOR SHALL PROVIDE THE NEW

TO ASSURE THAT APPROPRIATE ASBESTOS CONTROL IS IN ACCORDANCE WITH THE KOREA

BE RESURVEYED AND ASBESTOS MATERIALS SHOULD BE REMOVED PRIOR TO ANY WORK

AFFECTED AREA AND NOTIFY THE CONTRACTING OFFICER. THE WORK AREA WILL NEED TO

CONTAINING MATERIAL ARE DISCOVERED, THE CONTRACTOR SHALL CASE WORK IN THE

NOT PRESENT IN THE REAS AFFECTED BY THIS WORK. HOWEVER, IF SUSPECTED ASBESTOS

VERIFYING THE PRODUCT IS ASBESTOS FREE. TESTS HAVE INDICATED THAT ASBESTOS IS

PROVIDE A CERTIFICATE OR MSDS, WRITTEN IN ENGLISH, FROM THE MANUFACTURER

PERCENT BY WEIGHT) DURING THE EXECUTION OF THIS PROJECT. THE CONTRACTOR WILL

19. THE CONTRACTOR IS REQUIRED TO USE "ASBESTOS FREE" MATERIALS (LESS THAN 1

CONSTRUCTION.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF CORE DRILLING DURING

SPECIFICATIONS.

CONTRACT DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS REQUIRED BY THE CONTRACT

OF THE ACTUAL PROPOSED CONTROL SYSTEM WHICH MAY DEVIATE FROM THAT SHOWN ON

SYSTEM TO SATISFY ALL FUNCTIONAL REQUIREMENTS SHOWN ON DRAWING. SHOP DRAWINGS

17. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKABLE CONTROL

ADDITIONAL COST TO THE PROJECT CONTRACT.

THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE MECHANICAL SCOPE OF WORK AT NO

O & MA PROJECTS, KOREA (NOVEMBER 30, 2015)" FORM AS A PART OF THIS PROJECT.

16. THE MECHANICAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS FOR

SPECIFICATIONS FOR O & MA PROJECTS, KOREA (REVISION 1 - 20151030)".

15. ALL EQUIPMENT AND MATERIALS SHALL MEET THE REQUIREMENTS OF "STANDARD TECHNICAL

TO ENSURE PROPER OPERATION, AS ORIGINALLY INTENDED.

EQUIPMENT. THE CONTRACTOR SHALL TEST, ADJUST AND BALANCE EQUIPMENT AS REQUIRED

14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY START-UP AND TESTING OF THE NEW

REVIEW BRANCH FOR APPROVAL BEFORE COMMENCING THE WORK.

13. THE CONTRACTOR SHALL SUBMIT ALL MATERIAL INFORMATION TO THE DESIGN & TECHNICAL

FOR APPROVAL.

DESIGN & TECHNICAL REVIEW BRANCH VIA C.O.R. PRIOR TO COMMENCING CONSTRUCTION

12. THE CONTRACTOR SHALL SUBMIT MANUFACTURER’S INSTALLATION SHOP DRAWINGS TO THE

CONTRACTOR.

THE WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY THIS

THE EXISTING EQUIPMENT, NEW EQUIPMENT, DUCT WORK, PIPING AND ETC. DAMAGES DUE TO

11. CONNECTIONS TO EXISTING SYSTEM SHALL BE DONE IN SUCH A MANNER AS NOT DAMAGE

A SHOP DRAWING SHALL NOT BE THE EXACT DUPLICATION OF THE CONTRACT DRAWING.

10. NO MECHANICAL WORK CAN BE STARTED WITHOUT AN APPROVED SHOP DRAWING.

9. ANY PIPES THAT PENETRATE FIRE RATED WALLS (EXISTING/ NEW) SHALL BE SEALED PER SPEC.

SUCH AS ANCHORS, HANGERS, SUPPORTS, ETC.

8. ALL PIPES, DRAINS AND DUCTWORK TO BE REMOVED SHALL INCLUDE ALL ITS ACCESSORIES

THE REQUIREMENTS OF SEAL CLASS C.

TO SMACNA STATIC PRESSURE CONSTRUCTION CLASS 500PA AND DUCTWORK SHALL MEET

7. THE SUPPLY, RETURN AND EXHAUST AIR DUCTWORK SHALL BE CONSTRUCTED ACCORDING

AS ORIGINALLY INTENDED.

AND INSTALL NEW DUCTWORK AND MAKE ALL NECESSARY DUCT CONNECTION TO FUNCTION

ELEVATION IS CONFLICTED WITH NEW PIPING INSTALLATION, REMOVE THE EXISTING DUCTWORK

& LOCATION PRIOR TO INSTALL NEW HAVC AND PLUMBING PIPING. IF THE EXISTING DUCT

6. THE CONTRACTOR SHALL COORDINATE WITH THE EXISTING DUCTWORK AND PIPING ELEVATION

AS DIRECTED BY THE CONTRACTING OFFICER.

EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH CONDITION TO ADJACENT AREAS

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL DAMAGES TO

DUCTWORK SHALL BE PATCHED OR RESTORED TO MATCH THE ADJACENT SURFACE OR AREA.

4. ALL WALL / FLOOR / ROOF OPENINGS RESULTING FROM THE REMOVAL OF PIPING AND

PRIOR TO COMMENCING CONSTRUCTION FOR APPROVAL.

ACCORDING TO ACTUAL FIELD CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER

FIELD CONDITIONS. SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE CONTRACTOR

3. SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH EXACTLY TO THE

AND SHALL BE VERIFIED AT THE JOB SITE.

2. LOCATION AND SIZES OF EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC, ARE APPROXIMATE

CONTRACTING OFFICER’S APPROVAL.

REPRESENTATIVE ATTENTION WITH RECOMMENDATIONS FOR PROPER CORRECTIONS FOR

IF ANY DISCREPANCY IS DETECTED, IT SHOULD BE BROUGHT TO THE CONTRACTING OFFICER’S

PRIOR TO COMMENCING ANY CONSTRUCTION OR REPAIR.

EQUIPMENT, DUCTWORK, PIPING, DIMENSIONS AND ETC. UNDER THE SUPERVISION OF C.O.R

1. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION,

CONFORM TO PL 93-523 AND NSF/ANSI 61

STEEL COVER BOLTS, AIR GAP, ASSE APPROVED, AWWA STANDARD

SILICONE RUBBER DISK, REPLACEABLE POLYMER CHECK SEATS, STAINLESS

REDUCE PRESSURE ZONE BACKFLOW ASSEMBLY, LEAD FREE BRONZE BODY,

BACKFLOW PREVENTER & PRESSURE REDUCING STATION

SIZE: 50 mm

MAX. WORKING PRESSURE: 175 PSI (12.1 BAR)

TEMP…

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File details come from the government source that posted it. Updated May 11, 2021.