Attachment 1- Drawings (81-00001-3J).pdf

PDF 23 MB Posted May 14, 2024

Attached to: Repair Deteriorated Bldg. No. S-1330, BSF (Non-Work Plan)
Solicitation number: W90VN924R0093
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · May 14, 2024

This document is an Attachment 1- Drawings (81-00001-3J) related to a Request for Proposal (RFP) issued by the Department of the Army Materiel Command Army Contracting Command. The RFP (Solicitation Number: W90VN924R0093) is for the Repair Deteriorated Bldg. No. S-1330 at the Busan Storage Facility. The RFP is limited to existing Area IV General Construction Multiple Award Indefinite Delivery Indefinite Quantity (MAIDIQ) Contractors with specific contract numbers. A site visit has been scheduled for May 23, 2024 at 10:30 a.m. The attachment contains drawings related to the repair work required under this contract opportunity.

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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

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 - 22

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 APR 24

81-00001-3J

CIVIL

3 OF 46AD101

9 8 OF 46

10 9 OF 46

AE101

AE201

AE301

AE302

11 10 OF 46AE303

12 11 OF 46M - 1

13 12 OF 46M - 2

14 13 OF 46M - 3

19 18 OF 46

20 19 OF 46

M - 4

M - 5

M - 6

M - 7

M - 8

M - 9

21 20 OF 46M - 10

22 21 OF 46M - 11

23 22 OF 46M - 12

24 23 OF 46M - 13

29 28 OF 46

M - 14

M - 16

M - 17

M - 18

39 38 OF 46

40 39 OF 46

E - 6

E - 7

E - 8

E - 9

E - 10

E - 11

41 40 OF 46E - 12

42 41 OF 46E - 13

43 42 OF 46E - 14

E - 15

E - 16

E - 17

E - 18

PANEL SCHEDULE "A", "B", "C", "2PD" AND "D2"

BLDG. NO. S-1330

REPAIR DETERIORATED

PROJECT NO. 81-00001-3J, BSF

BLDG. NO. S-1330

REPAIR DETERIORATED

BSF

34 33 OF 46

E - 1

E - 2

E - 3

E - 4

E - 5

ELECTRICAL

ARCHITECTURAL

MECHANICAL

A001

A002

AD102

AD103

M - 15

SCOPE OF WORK

LEGEND AND ABBREVIATIONS

GENERAL NOTES

GENERAL NOTES AND SCOPE OF WORK

EQUIPMENT SCHEDULE

NEW REFRIGERATION PLAN (ZONE - 1)

NEW REFRIGERATION PLAN (ZONE - 2)

DETAIL DRAWINGS - 1

DETAIL DRAWINGS - 2

DETAIL DRAWINGS - 3

LEGEND, NOTES AND SCOPE OF WORKS

POWER PLAN - RECEPTACLE

POWER PLAN - FREEZER AND CHILLING SYSTEM

POWER PLAN- ROOF TOP AND MECH. RM

EXISTING/ REMOVAL POWER SINGLE LINE DIAGRAM

NEW POWER SINGLE LINE DIAGRAM

PANEL SCHEDULE "4PA", "4PC", "4PD" AND "M"

PANEL SCHEDULE "2PB", "2PC" AND "M"

FIRE ALARM PLAN - 1ST FLOOR

FIRE ALARM SINGLE LINE DIAGRAM

GENERAL NOTES, SPECIFIC NOTES, MATERIAL NOTES

CAM-LOCK TYPE PIR INSULATION PANEL SYSTEM (TYP), PHOTO VIEW

DOOR SCHEDULE, DOOR TYPES, NOTE

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

CEILING DETAILS (TYP)

EXISTING / REMOVAL REFRIGERATION PLAN (ZONE - 1)

EXISTING / REMOVAL REFRIGERATION PLAN (ZONE - 2)

REMOVAL / NEW HVAC PARTIAL PLAN - MECH. ROOM

EXISTING / REMOVAL DRAIN PIPING PLAN (ZONE - 1)

EXISTING / NEW DRAIN PIPING PLAN (ZONE - 1)

EXISTING / REMOVAL FIRE PROTECTION PIPING PLAN (ZONE - 1)

EXISTING / REMOVAL FIRE PROTECTION PIPING PLAN (ZONE - 2 & VALVE ROOM)

NEW FIRE PROTECTION PIPING PLAN (ZONE - 1)

NEW FIRE PROTECTION PIPING PLAN (ZONE - 2 & VALVE ROOM)

LIGHTING PLAN - 1ST FLOOR AND 2ND FLOOR

LIGHTING FIXTURE SCHEDULE, LIGHTING FIXTURE DETAILS AND EXTERIOR LTG. CONTROL DIAGRAM

POWER PLAN - SLIDING DOORS AND AIR CURTAINS

PANEL SCHEDULE "2PA", "2PE", "2PM" AND DETAIL OF ARC FLASH LABELS

FIRE ALARM PLAN - 2ND FLOOR AND ATTIC AREA

FIRE ALARM NOTIFICATION AND MASS NOTIFICATION SYSTEM PLAN - 1ST AND 2ND FLOOR

FIRE ALARM REMOTE AND CONTROL WIRING PLAN

EXST / REMOVAL PLAN

CEILING REMOVAL PLAN

NEW FLOOR PLAN

ASBESTOS REMOVAL PLAN

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:

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.

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

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

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

10.

11.

12.

13.

SPECIFIC NOTES MATERIAL NOTES

ARCHITECTURAL

MATERIAL NOTES

SPECIFIC NOTES

GENERAL NOTES

AS SHOWN A001

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 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 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

BSF

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

14.

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

81-00001-3J

BLDG. NO. S-1330

REPAIR DETERIORATED

1 46

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:

ARCHITECTURAL

AS SHOWN

BSF

81-00001-3J

A002

SCOPE OF WORK

REMOVE EXISTING ASBESTOS CONTAINING MATERIAL.

REPLACE EXISTING CEILING AND WALL INSULATION WITH CAM-LOCK TYPE INSULATION PANEL SYSTEM.

REPLACE EXISTING CONCRETE FLOOR AND FLOOR FINISH WITH NEW.

REPLACE EXISTING GUARD POST WITH NEW.

REPLACE EXISTING FLOOR INSULATION WITH SPRAY IN TYPE RIGID INSULATION INCLUDING VAPOR BARRIER.

REPLACE EXISTING CEILING SYSTEM WITH NEW.

REPLACE EXISTING INSULATED DOOR SYSTEM INCLUDING AIR CURTAIN WITH NEW.

BLOCK-UP EXISTING OPENING AND REPLACE EXISTING LOUVER.

REPLACE EXISTING AIR CURTAIN WITH NEW.

PROVIDE NEW GUARD POST.

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

1. SEE GENERAL REQUIREMENTS ON DRAWING REF. NO. A001.

#1. REPAIR / MAINTENANCE : K - WORK

#2. GENERAL REQUIREMENTS

SCOPE OF WORK

PAINT INTERIOR AND EXTERIOR SURFACE. (WORKING AREA ONLY)

BLDG. NO. S-1330

REPAIR DETERIORATED

2 46

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:

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:

2970H

30’-0"

20’-0"

10’-0"

20’-0"

26’-0"

5’-9"

11169

36’-8"

20’-0"

11100

36’-5"

10617

34’-10"

10617

34’-10"

11100

36’-5"

20’-0"

11227

36’-10"

1’

36779

120’-8"

1’-1"

78029

256’-0" 115145

377’-9"

15’-8"

30’-0"

101AD

4’-8"

11’-4"

23’-3"

10’-7"

104 112

ELEC

FREEZER

MECH

CHILLROOM

FREEZER

CORRIDOR

VEST

REMOVE EXST SINGLE SLIDING DOOR SYSTEM WITH AIR CURTAIN

REMOVE EXST DOUBLE SLIDING DOOR SYSTEM WITH AIR CURTAIN

REMOVE EXST SINGLE / DOUBLE DOOR SYSTEM WITH AIR CURTAIN

REMOVE EXST WINDOW / LOUVER

EXST / REMOVAL PLAN

REMOVE EXST MECH. RM. WITH STORAGE

AD101

ARCHITECTURAL

AS SHOWN

BSF

81-00001-3J

SCALE : 1 / 200

FLOOR REMOVAL NOTE:

REMOVE EXST CONCRETE FLOOR WITH FLOOR FOAMGLASS INSUL. / SPRAYED INSUL. SYSTEM

VEST

FREEZER

CORRIDOR

FREEZER

VEST

MECH

LOCKER RM

TOILET

KITCHEN

OFFICE

FREEZER

VEST

CORRIDOR

FREEZER

VEST

CORRIDOR

EXST / REMOVAL PLAN

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

SANDING EXST CONC FLOOR (SEE FLOOR REMOVAL NOTE 6.)

- REPAIR LARGE OR DEEP SURFACE IRREGULARITIES WITH A RAPID SETTING PATCHING COMPOUND.

- NON-MOVING CRACKS AND SAW CUT, CONTROL JOINTS ARE TO BE ROUTED, AND CLEANED.

- ALL SEALER, PAINT, WAX, COATINGS, FLOOR COVERING AND THEIR MASTIC, AS WELL AS ANY SURFACE CONTAMINANTS SUCH AS OIL OR FOOD SPILLS MUST BE REMOVED.

PREPARATION OF EXISTING FLOOR TO INSTALL CONCRETE DENSIFIER

THE CONTRACTOR SHOULD NOT REMOVE ANY COMPONENTS OF THE EXISTING STRUCTURE THAT ARE NOT INDICATED ON THE DRAWINGS.

REMOVE EXST 5" TO 6" SPRAYED INSUL. SYSTEM AT THE BOTTOM OF TOP SLAB.

REMOVE EXST 2-3" OR 2-4" LAYERS OF FOAMGLASS INSUL. SYSTEM AT THE BOTTOM OF TOP SLAB.

REMOVE EXST 4" TO 5" THK. APPROX. CONCRETE TOP SLAB.

REMAIN STRUCTURAL CONCRETE SLAB.

L E G E N D

INSULATION PANEL (REMAIN ONLY CMU & CONCRETE WALL AND STRUCTURAL COMPONENTS)

WD SHEATHING AND PLYWOOD / PROTECTIVE BARRIER / WAINSCOT WITH RIGID INSUL. /

REMOVE EXST CORK BD. INSUL. / SPRAYED INSUL. WITH CHICKEN WIRE / STUD AND RUNNER WITH

REMOVE EXST RAIL GUARDS, RESTORE DOCK SURFACE FINISH

BLDG. NO. S-1330

REPAIR DETERIORATED

3 46

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:

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:

30’-0"

20’-0"

10’-0"

20’-0"

26’-0"

5’-9"

11169

36’-8"

20’-0"

11100

36’-5"

10617

34’-10"

10617

34’-10"

11100

36’-5"

20’-0"

11227

36’-10"

1’

36779

120’-8"

1’-1"

78029

256’-0" 115145

377’-9"

15’-8"

30’-0"

VEST

FREEZER

CORRIDOR

FREEZER

VEST

MECH

LOCKER RM

TOILET

KITCHEN

OFFICE

FREEZER

VEST

CORRIDOR

FREEZER

VEST

CORRIDOR

ELEC

FREEZER

MECH

CHILLROOM

FREEZER

CORRIDOR

VEST

REMOVE EXST SUSPENDED CEILING INSULATED PANEL SYSTEM

AD102

ARCHITECTURAL

AS SHOWN

BSF

81-00001-3J

SCALE : 1 / 200

CEILING REMOVAL PLAN

(REMAIN ONLY ROOF STRUCTURAL COMPONENTS)

WD SHEATHING AND PLYWOOD

REMOVE EXST CORK BD. INSUL. / SPRAYED INSUL. WITH CHICKEN WIRE / STUD AND RUNNER WITH

CEILING REMOVAL NOTE:

CEILING REMOVAL PLAN

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

H=6500

H=4700

L E G E N D

THE CONTRACTOR SHOULD NOT REMOVE ANY COMPONENTS OF THE EXISTING STRUCTURE THAT ARE NOT INDICATED ON THE DRAWINGS.

REMOVE EXST SPRAYED INSUL. SYSTEM WITH VAPOR BARRIER.

REMOVE EXST CORKBOARD INSUL. SYSTEM WITH AL. FOIL VAPOR BARRIER.

REMOVE EXST CEILING JOIST WITH BLOCKING AND PLYWOOD CEILING BOARD.

REMAIN EXISTING ROOF STRUCTURAL COMPONENTS.1.

REMOVE EXST SUSPENDED CEILING SYSTEM

BLDG. NO. S-1330

REPAIR DETERIORATED

4 46

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:

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:

30’-0"

20’-0"

10’-0"

20’-0"

26’-0"

5’-9"

11169

36’-8"

20’-0"

11100

36’-5"

10617

34’-10"

10617

34’-10"

11100

36’-5"

20’-0"

11227

36’-10"

1’

36779

120’-8"

1’-1"

78029

256’-0" 115145

377’-9"

15’-8"

30’-0"

VEST

FRREEZER

CORRIDOR

FRREEZER

VEST

MECH

LOCKER RM

TOILET

KITCHEN

OFFICE

FRREEZER

VEST

CORRIDOR

FRREEZER

VEST

CORRIDOR

ELEC

FRREEZER

MECH

CHILLROOM

FRREEZER

CORRIDOR

VEST

SPRAY-ON COATING (GRAY)

TRANSITE BOARD

LEGEND

CHRYSOTILE 25%

CHRYSOTILE 3%

CONDITION

PHYSICAL

ASBESTOS

TYPE OF

DESCRIPTION

ACM

GOOD

FRIABILITY

NON-FRIABLE

AD103

ARCHITECTURAL

AS SHOWN

BSF

81-00001-3J

ASBESTOS REMOVAL PLAN

SCALE : 1 / 200

ASBESTOS REMOVAL PLAN

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

"https://zotapro.com/asbestos-training/" "https://www.envtlmgmt.org/courses-and-registration/asbestos-training" "http://www.baos.com/training_category.php?aCategoryID=1" "https://www.zackacademy.com/class/asbestos-certification/asbestos-inspector" "https://www.epa.gov/asbestos/state-asbestos-contacts" SEE OMA SPEC. SECTION 02 82 14.00 10. AND THE BELOW URLs (INTERNET ADDRESSES).

WHO COMPLETED AN EPA-APPROVED TRAINING COURSE WITH EPA-APPROVED MAP PROGRAM.

8. ASBESTOS REMOVAL WORK SHALL BE SUPERVISED BY THE TRAINED AND ACCREDITED ASBESTOS PROFESSIONAL

THAT HAS CONDUCTED THE ASBESTOS INSPECTION OF THE RELEVANT FACILITY.

7. CLEAN UP, DISPOSAL AND REMOVAL OF ASBESTOS SHALL NOT BE CONDUCTED BY THE INSTITUTION

REMOVAL, CLEAN UP AND DISPOSAL WORK.

6. CONTRACTOR / SUPERVISOR SHALL THROUGHLY MANAGE AND SUPERVISE THE ENTIRE PROCESS OF ASBESTOS

WITH THEIR ASBESTOS RELATED DUTIES.

5. CONTRACTOR SHALL BE QUALIFIED AND MAINTAIN US EPA AHERA ACCREDITATION COMMENSURATE

ASBESTOS CONTAINING MATERIALS (ACM) THAT WAS REMOVED.

4. CONTRACTOR SHALL SUBMIT A REPORT SHOWING THE NATURE, LOCATION, AND QUANTITY OF THE

AND DISPOSAL, AND AIR MONITORING.

CONTAINING MATERIALS (ACM), AND THE PROCEDURES OF WORKER PROTECTION, ACM REMOVAL

DESCRIPTION OF WORK THAT WILL BE PERFORMED INCLUDING LOCATIONS, TYPES, AND QUANTITIES OF ASBESTOS BY INDIVIDUALS WHO HAVE CURRENT ACCREDITATIONS. THE SITE SPECIFIC WORK PLAN SHALL PROVIDE DETAILED

3. WORK PLAN THAT WILL BE REVIEWED BEFORE ANY WORK MAY BEGIN. THE WORK PLAN SHALL BE PREPARED

MATERIALS (ACM) SHALL BE PROPERLY DISPOSED IN ACCORDANCE WITH APPLICABLE R.O.K REGULATIONS.

REMOVAL AND PROTECTION OF WORKERS AND ENVIRONMENT. THE DISPOSAL OF ASBESTOS CONTAINING

2. CONTRACTOR SHALL COMPLY WITH ENVIRONMENTAL GOVERNING STANDARDS (EGS) REGARDING HANDLING,

- R.O.K OCCUPATIONAL SAFETY AND HEALTH LAWS, AND ENVIRONMENTAL LAW.

- U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA).

- UNITED STATE FORCES KOREA(USFK) ENVIRONMENTAL GOVERNING STANDARD (EGS, USFK REGULATION 201-1).

1. REGULATORY REQUIREMENT

ASBESTOS REMOVAL, CLEAN UP AND DISPOSAL WORK

BLDG. NO. S-1330

REPAIR DETERIORATED

5 46

AE101

ARCHITECTURAL

AS SHOWN

BSF

30’-0"

20’-0"

10’-0"

20’-0"

26’-0"

5’-9"

11169

36’-8"

20’-0"

11100

36’-5"

10617

34’-10"

10617

34’-10"

11100

36’-5"

20’-0"

11227

36’-10"

36779

120’-8"

1’-1"

78029

256’-0" 115145

377’-9"

15’-8"

30’-0"

1’

101AE SCALE : 1 / 200

NEW FLOOR PLAN

L E G E N D

RAIL GUARDS / POST

SINGLE SLIDING DOOR SYSTEM WITH AIR CURTAIN

DOUBLE SLIDING DOOR SYSTEM WITH AIR CURTAIN

SINGLE / DOUBLE OVER-LAP DOOR SYSTEM WITH AIR CURTAIN

AL LOUVER

VEST

FREEZER

CORRIDOR

FREEZER

VEST

MECH

LOCKER RM

TOILET

KITCHEN

OFFICE

FREEZER

VEST

CORRIDOR

FREEZER

VEST

CORRIDOR

ELEC

FREEZER

MECH

CHILLROOM

FREEZER

CORRIDOR

VEST

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:

D1 D1

D6 D6 D6 D6 D6 D6

NEW FLOOR PLAN

AE 102

BLDG. PHOTO VIEW

KIM, CS

PAK, SY

25 APR 24

D - 24 - 2281-00001-3J

D1D2

D4D4

D4 D4

D4 D4 D4 D4

D3D3

D5 D5

D5 D5 D5 D5

D5 D5

CMU WALL (H=2740mm)

21’-3"

10’-7"

AE 201

: RM#103 TO #110

EXISTING INSULATION WALL PANEL USING AREA

CAM-LOCK TYPE PIR INSULATION PANEL SYSTEM

THE CONTRACTOR SHALL CLEAN THE EXISTING PANELS THOROUGHLY AFTER COMPLETING CONSTRUCTION.

THE BUILDING, ARE INSTALLED.

THE CONTRACTOR SHALL INSTALL SUFFICIENT INSULATION BETWEEN THE WALL WHERE DOORS "D6" AND "D8", WHICH ARE CONNECTING PARTS OF

THE CONTRACTOR SHALL REPLACE OR REPAIR THE INSULATION MATERIAL ABOVE THE INSULATION PANEL CEILING THAT IS DAMAGED DURING WORK.

THE CONTRACTOR SHALL PERFORM PANEL REINFORCEMENT WORK NECESSARY FOR THE REPLACEMENT PART OF THE SLIDING DOOR.

PANEL REMAINS.

THE CONTRACTOR SHALL INSULATE AND PROPERLY FINISH ANY EXISTING OPENINGS OR DAMAGED AREAS IN THE SECTION WHERE THE EXISTING

THE CONTRACTOR SHALL ENSURE THAT THE EXISTING INSULATION PANEL IS NOT DAMAGED DURING THE CONSTRUCTION PERIOD.

BLDG. NO. S-1330

REPAIR DETERIORATED

6 46

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:

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:

AE201

ARCHITECTURAL

AS SHOWN

BSF

81-00001-3J

AE 201

SCREW BOLT 3/8"

SEALANT

FASTENER @ 1500

38x28x2T

AL ANGLE

CON’C FILL

SET ANCHOR 3/8"

WELDED WITH SET ANCHOR

STL ANGLE 50x50

SEALANT

AL HOOK MOLD

CONC WALL BASE / WHEEL STOP

SEALANT

AL HOOK MOLD

CONC WALL BASE / WHEEL STOP

CON’C FILL

FASTENER @ 1500

SCREW BOLT 3/8"

SEALANT

AL HOOK MOLD

/ WHEEL STOP

CONC WALL BASE

PIR INSULATION PANEL SYSTEM

CAM-LOCK TYPE 125mm THK.

PIR INSULATION PANEL SYSTEM

CAM-LOCK TYPE 125mm THK.

SEALANT

STORAGE STORAGE

STORAGESTORAGE

PIR INSULATION PANEL SYSTEM

CAM-LOCK TYPE 125mm THK.

PIR INSULATION PANEL SYSTEM

CAM-LOCK TYPE 125mm THK.

SEALANT

38x28x2T

AL ANGLE

SEALANT

38x28x2T

AL ANGLE

SEALANT

AL HOOK MOLD

CONC WALL BASE / WHEEL STOP

SET ANCHOR 3/8"

WELDED WITH SET ANCHOR

STL ANGLE 50x50 SET ANCHOR 3/8"

WELDED WITH SET ANCHOR

STL ANGLE 50x50

WALL / CEILING PANEL PARTIAL DETAILS

1B 1C

PARTITION DETAIL

FASTENER (-) FASTENER (+)

SEALANT

FASTENER (+) FASTENER (-)

PIR INSULATION PANEL SYSTEM

CAM-LOCK TYPE 125mm THK.SEALANT

PANEL JOINT DETAIL PIR INSULATION PANEL DETAIL

1D 1E

STEEL SHEET 0.5T

SILICON POLYESTER COATED

PIR INSULATION 125T

STEEL SHEET 0.5T

SILICON POLYESTER COATED

H-BEAM

75x25x3.2T

C-CHANNEL

GALVANIZED

WELDING

ARC

WALL REINFORCING DETAIL

1F 1G

CEILING DETAILS

CONCRETE STEEL

EYE BOLT

CLIP

50x100x5T

STL PLATE

GALVANIZED

BRACKET

75x25x3.2T

C-CHANNEL

GALVANIZED

6mm

WIRE ROPE

C CHANNEL

CLIP

75x25x3.2T

C-CHANNEL

GALVANIZED

50x100x5T

STL PLATE

GALVANIZED

BRACKET

DOUBLE NUT

NOT TO SCALE

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

AE 201 NOT TO SCALE

CAM-LOCK TYPE PIR INSULATION PANEL SYSTEM (TYP)

10WINDOW / ETC

REMOVE EXST LOUVER /

NEW LOUVER

SEE MECH DWG FOR

PHOTO VIEW

PIR INSULATION PANEL SYSTEM (TYP)

CAM-LOCK TYPE

2-PLY 0.03mm THK. VINYL

URETHAN SPRAY 125mm AVG. THK. MIN.

CONCRETE FLOOR W/ WWF

CONCRETE DENSIFIER

2-PLY 0.03mm THK. VINYL

URETHAN SPRAY 125mm AVG. THK. MIN.

CONCRETE FLOOR W/ WWF

CONCRETE DENSIFIER

2-PLY 0.03mm THK. VINYL

URETHAN SPRAY 125mm AVG. THK. MIN.

CONCRETE FLOOR W/ WWF

CONCRETE DENSIFIER

INSULATION PANEL SYSTEM

DETAILS OF THE INSULATION PANEL SYSTEM TO DPW FOR APPROVAL.

THE CONTRACTOR SHALL SUBMIT FACTORY PRODUCTION DRAWINGS AND INSTALLATION

THIS BUILDING OVER THE PAST TEN(10) YEARS.

AS FOOD, LOGISTICS WAREHOUSES, AND DISTRIBUTION STORES SIMILAR FUNCTIONS TO

WHO HAS EXPERIENCE IN CONSTRUCTING MORE THAN HUNDRED(100) FACILITIES SUCH

COLD STORAGE INSULATION PANEL SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR

BLDG. NO. S-1330

REPAIR DETERIORATED

7 46

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:

REMARKS

HDW

SET

NOTHICK

NOS

TYPE

DOOR

WIDTH HEIGHT MATL

DOOR

LOUVER

FRAME

MATL

GLAZING

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.

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.

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

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

OR APPROVED EQUAL.

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

DIAGRAM AND SHALL BE APPROVED BY THE COR. BEFORE APPLICATION.

9. WINDOWS IN ALL AREAS WHERE FUNCTIONALLY WARRANTED SHALL BE EQUIPPED WITH HORIZONTAL

10.

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

MINI BLINDS. COLOR SHALL BE WHITE OR LIGHT BEIGE TO MAXIMIZE REFLECTANCE AND MINIMIZE HEAT.

NOTES

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

D - 24 - 22

ARCHITECTURAL

D1 A 2400 2700 MFR 100 MFR

--2400 2700 MFR 100 MFR

--B 2400 2700 MFR 100 MFR

--C 1200 2100 MFR 100 MFR

(LEVER TYPE) WITH AIR CURTAIN

INSULATED AUTOMATIC DOUBLE SLIDING DOOR

(LEVER TYPE) WITH AIR CURTAIN

INSULATED AUTOMATIC DOUBLE SLIDING DOOR

(LEVER TYPE) WITH AIR CURTAIN

INSULATED AUTOMATIC SINGLE SLIDING DOOR

WITH AIR CURTAIN

INSULATED MANUAL SINGLE OVER-LAP DOOR

--D 2400 2700 MFR 100 MFR

WITH AIR CURTAIN

INSULATED MANUAL DOUBLE OVER-LAP DOOR

MFR

--- EXST EXST EXST

WITH NEW AIR CURTAIN

EXST STEEL DOOR, DOOR FRAME

7’-8" 9’-0"

BY DR MFR

STRUCTURAL STEEL SUPPORT IS REQUIRED TO INSTALL SLIDING DOOR

BY DR MFR

--- EXST EXST

WITH NEW AIR CURTAIN

EXST COOLER SWING DOOR, DOOR FRAME

3’-0" 7’-0" -EXST

D O O R T Y P E S

(LEVER TYPE) WITH AIR CURTAIN

DOUBLE SLIDING DOOR

INSULATED AUTOMATIC

(LEVER TYPE) WITH AIR CURTAIN

SINGLE SLIDING DOOR

INSULATED AUTOMATIC

WITH AIR CURTAIN

SINGLE OVER-LAP DOOR

INSULATED MANUAL

WITH AIR CURTAIN

DOUBLE OVER-LAP DOOR

INSULATED MANUAL

BY MFR

AIRCURTAIN AIRCURTAIN AIRCURTAIN AIRCURTAIN

AIRCURTAIN AIRCURTAINAIRCURTAIN

--A 2400 2700 MFR 100 MFR

(LEVER TYPE) WITH AIR CURTAIN

INSULATED AUTOMATIC DOUBLE SLIDING DOOR

MFR

FLOOR HEATER (500L x 2400W)

BY DR MFR

AE301

BSF

KIM, CS

PAK, SY

25 APR 24

81-00001-3J

INSULATION : PIR INSULATION

DOOR FRAME : AL PROFILE

POWER : SINGLE PHASE, 220V, 2KW

SST SURFACE FINISH

INSULATION : PIR INSULATION

DOOR FRAME : AL PROFILE

POWER : SINGLE PHASE, 220V, 1KW

SST SURFACE FINISH

INSULATION : PIR INSULATION

LEVER : SST LEVER

DOOR : PVC+AL PROFILE

DOOR FRAME : AL PROFILE

OPERATION TYPE : TIMING BELT

MOTER : DC 150W

POWER : SINGLE PHASE, 220V, 3KW

STS 304 SURFACE FINISH

INSULATION : PIR INSULATION

LEVER : SST LEVER

DOOR : PVC+AL PROFILE

DOOR FRAME : AL PROFILE

OPERATION TYPE : TIMING BELT

MOTER : DC 150W

POWER : SINGLE PHASE, 220V, 3KW

STS 304 SURFACE FINISH

--2400 2700 MFR 100 MFR MFR

FLOOR HEATER (500L x 2400W)

BY DR MFR

(LEVER TYPE) WITH AIR CURTAIN

INSULATED AUTOMATIC SINGLE SLIDING DOOR

NOTE

DOOR SCHEDULE , DOOR TYPES

BLDG. NO. S-1330

REPAIR DETERIORATED

8 46

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:

MATL

CEILING

FNSH COLOR HGT

REMARKS

MATL

FLOOR

ROOM

COLORFNSHMATLFNSH FNSH MATL

BASE WALL

FLOOR MATERIAL / COLOR

MATERIAL COLOR SCHEDULE

FINISH

REMARKSSURFACE

ROOF

WALL

FLASHING

METAL

STEELDOOR/ DOOR FRAME

MATERIAL

SOFFIT

FASCIA

CEILING

COLOR

CLG

CLR

CONC CONCRETE

HARDENER

HGT

VINYL COMPOSITION TILE

VINYL COVE BASEMECH MECHANICAL

MATERIALMATL

VCT

VCB

HEIGHT

HDR

FINISHFNSH

GCWT GLAZED CERAMIC WALL TILEACST ACOUSTICAL TILE

P PAINT

WALL TILEWT

CONCRETE MASONRY UNITCMU

GYPSUM WALL BOARDGWB

PLASTIC LAMINATEPL

WOODWD

RUBBER COVE BASERCB

CPT CARPET

EP EPOXY

VARIOUSVAR

MRL METAL ROOF LINER

CT CERAMIC TILE

SAWP

SLM SELF-LEVELING MORTAR

SOUND ABSORBTION WALL PANEL

NOTE

AS APPROVED BY DPW.

SHALL BE IN ACCORDANCE WITH CAMP / INSTALLATION EXTERIOR COLOR SCHEME

SELECTION OF EXTERIOR PAINT AND APPLIED FACTORY COLORS

ABBREVIATION

ARCHITECTURAL

AS SHOWN

GENERAL NOTES

ABBREVIATION , NOTE

MATERIAL COLOR SCHEDULE

INTERIOR & EXTERIOR FINISH SCHEDULE

EXST PROTECTED

NO.

ROOM

NAME

MECH. ROOM

ELEC. ROOM EXST CONC

EXST CONC

EXST CONC -

EXST

VAR.

CORRIDOR

FREEZER

CHILLROOM

VESTIBULE - - PNL FF - FF - 4064

NEW PNL

EXST PNL /

EXST CMU /

NEW PNL

NEW PNL FF - 4064

EXST CONC

EXST PNL

CLEANING /

PAINT /

CLEANING -

-CLEANINGEXST PNL

EXST PNL CLEANING -

-CLEANINGEXST PNL

VEST113

FREEZER114

CORRIDOR115

116 FREEZER

117 VEST

118 FREEZER

NEW CONC HDR

HDRNEW CONC

NEW CONC

NEW PNL FF

NEW PNL FF FF

FF NEW PNL FF

NEW PNL FF

NEW PNL FF FF

119 MECH. ROOM

120 LOCKER ROOM

121 TOILET

122 KITCHEN

123 OFFICE

EXST

EXST -

EXST

EXST -

EXST

EXST PAINT

124 FREEZER

VEST125

FREEZER126

CORRIDOR127

128 FREEZER

129 VEST

130 FREEZER

131 FREEZER

132 CORRIDOR

133 CORRIDOR

134 CORRIDOR

HDRNEW CONC

NEW CONC

NEW PNL FF

NEW PNL FF FF

FF NEW PNL FF

NEW PNL FF

NEW PNL FF FF

FF 4500

NEW CONC

NEW PNL FF

NEW PNL FF FF

FF NEW PNL FF

NEW PNL FF

NEW PNL FF FF

FF 4500

135 CORRIDOR HDRNEW CONC NEW CONC NEW PNL FF FF NEW PNL FF FF

WALL MATERIAL / COLOR

: PAINT, ALKYD, SEMI-GLOSS

PT-1

PT-2

OR APPROVED EQUAL

AMS-STD-595C, #27880

OR APPROVED EQUAL

2800ACST-1-ACST

2700PAINT

PAINT

PAINT, ALKYD, SEMI-GLOSS

OR APPROVED EQUAL

AMS-STD-595C, #27925

:PT-3

PAINT

AMS-STD-595C, #27880

PAINT

EXST PT-3

PT-3

PT-1

PT-2

PT-1

PT-4

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

/ HDR

SANDING

PAINT, LATEX / EGGSHELL

/ SLM

EXST CONC

OR APPROVED EQUAL

EPOXY, GLOSS

MPI 77

SELF LEVELING MORTAR

SIKA KOREA

25 CEMENTITIOUS SELF SMOOTHING

INDUSTRIAL SUB-FLOOR SCREED

OR APPROVED EQUAL

EP :SLM :

MATCH WITH EXST COLOR

INSULATION PANLE SYSTEM

PNL PANEL

:PNL

THERMAL CONDUCTIVITY - 0.023W/mK OR UNDER

DENSITY - 35Kg/CM OR ABOVE

OR APPROVED EQUAL

SAMSUNG PANEL PLANT

:PT-4

SLM

EXST CONC/

EXST

METAL

EXST / NEW PROTECTED

EXST CMU AND CONC / NEW CMU

CANOPY STRU. WOOD / STEEL STRU.

PAINT

INTERIOR FINISH SCHEDULE

EXTERIOR FINISH SCHEDULE

AE302

BSF

KIM, CS

PAK, SY

25 APR 24

81-00001-3J

OR APPROVED EQUAL

HDR :

LATICRETE

D - 24 - 22

CONCRETE DENSIFIER

YELLOW & BLACK , 45 ANGLE DIAGONAL LINE, W=150mm

FOR GUARDPOST, CONCRETE BASE AND BUMPER

PT-2 /

EP EP

PAINT

PAINT /

6500 /

L&H SEAL HARD (2-COATS FINISH)

EXST GWB

CONC /

SLM ON DAMAGED/ REMOVED FLOOR SURFACE.

*GWB

*GWB -12.5T WATER RESISTANT TYPE

WORKING AREA ONLY

(PIR : SEMI-NON-COMBUSTIBLE), 125mm THK.

CAM-LOCK(FASTENER OR HOOK) TYPE URETHAN PANEL

BLDG. NO. S-1330

REPAIR DETERIORATED

9 46

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:

SCALE : 1 / 5

14 14 14 14

1A 1B 1C 1D 1E 1F 1G

1D 1E

AT WALL AT MAIN TEE AT CROSS TEE AT LIGHTING FXTR AT LIGHTING FXTR I S O M E T R I C

MAIN TEE & CROSS

TEE ISOMETRIC

SEISMIC

LOCKING PIN

AT HANGER

SPLICES AND INTERSECTIONS OF

RUNNERS SHALL BE ATTACHED

WITH MECHANICAL INTER

LOCKING CONNECTORS SUCH

AS POP RIVETS, SCREWS, PINS,

PLATES WITH BENT TABS, OR

OTHER APPROVED CONNECTORS.

DESIGN CONNECTORS FOR 2 X

DESIGN LOAD OR ULTIMATE AXIAL

TENSION OR COMPRESSION

(MINIMUM 120 POUNDS)

TYPICAL

12GA WIRE

HANGER

LOC.

SEISMIC

SWAY

BRACE

WIRES(12GA)

PERPENDICULAR

WITH MAIN TEE

45(MAX) IN LINE

WITH MAIN TEE

Fp ZIp

C p

3 TURNS

MIN

SEISMIC

SWAY

BRACE

WIRES(12GA)

IN LINE WITH

MAIN TEE

PERPENDICULAR

WITH MAIN TEE

Fp = ZIp Cp Wp

SPLICE

MAIN TEE.

1 EA PER EDGE

(TOTAL 4 EA)

a) FOR 610 x 610 PANEL :

(TYPICAL)

ACOUSTICAL TILE

610x610

FOR CLARITY,

ARE NOT SHOWN

ADDITIONAL HANGER

WIRE FOR LIGHTING

FIXTURE WHERE

REQUIRED (TYP.)

METAL

MOULDING

CROSS TEE

HOLD DOWN

CLIP (TYP)

610mm L

OR 1219mm L

MAIN TEE

CROSS

TEE

MAIN

TEE

(@ ATC PANELS)

MAIN

RUNNER

CROSS

RUNNER

HANGER

WIRE

SEISMIC

LOCKING

38mm MAIN TEE

@ 610mm O.C.

LIGHTING

FIXTURE

ATC PANEL

PER SPEC

38mm MAIN TEE

@ 610mm O.C.

32mm x 610mm L

OR 1219mm L

CROSS TEE

@ 610mm O.C.

LIGHTING

FIXTURE

ATC PANEL

PER SPEC

32mm x 610mm L OR

1219mm L CROSS TEE

@ 610mm O.C.

ATC PANEL

PER SPEC

BOT OF STRUCTURE

10mm EXP BOLT &

SHIELD OR APPROVED

EQUAL @ CONC.

38mm x 38mm x 3mm x 50mm LG STEEL "L" CLIP

APPROVED SCREW

ATTACHMENT @

METAL FRAMING

WIRE HANGERS

@ 1219mm O.C.

32mm x 610mm L OR

1219mm L CROSS TEE

@ 610mm O.C. W/ HOLD

DOWN CLIP

SWAY BRACE

WIRES (12GA)

38mm MAIN TEE

@ 610mm O.C.

203 MAX (W/O SEISMIC WIRES)

1828 MAX (W/ SEISMIC WIRES)

FACE OF WALL

32mm x 610mm L

OR 1217mm L

CROSS TEE

@ 610mm O.C.

ATC PANEL

PER SPEC

24mm x 24mm METAL MOULDING

W/ 5mm DIA. TOGGLE BOLTS

OR SCREW @ 406mm O.C.

(SEE NOTE 2)

QTY OF HOLD DOWN CLIPS

REQUIRED PER PANELAT LIGHTING

FIXTURES 610

CROSS TEES OR

1219 MAIN TEES

GENERAL NOTE: (TYPICAL)

NOTE:

LOCKING CLIP TO FASTEN CROSS

RUNNER TO MAIN RUNNER :

2A 2B 2C 2D 2E 2FAT WALL AT FURRING AT FURRING AT CONTROL JOINT AT LIGHTING FIXTURE AT WALL(PLASTER, CMU)

WIRE HANGER

12 PLUS OR

MINUS 6 (TYP)

25 MIN

150 MAX

GYPSUM BOARD

CASING TRIM

FLEXIBLE DUST

MEMBRANCE

WIRE HANGER

@ 1219 O.C.

GYPSUM BOARD

CHANNEL

@1219 O.C.

TAPE JOINT

TREATMENT

CHANNEL

JOINT

COMPOUND

METAL CONTROL

JOINT TRIM SUPPLEMENTARY

FRAMING

TROFFER

TROFFER SUSPENSION

BRACKET

WIRE MESH SCREEN

ABOVE FIXTURE

CASING TRIM

ROD

HANGER

WIRE

HANGER

SWAY BRACE

WIRES (12GA)

TIE

WIRES EXP BOLT

EXP BOLT

STEEL ANGLE

CLIP

CEILING IN EITHER DIRECTION.

WHERE PERIMETER BREAK DOES NOT EXIST AROUND

IN CASES WHERE PERIMETER BREAK EXIST AND 40 FT.

CEILING CONTROL JOINTS SHALL NOT EXCEED 30FT.

CONTROL JOINT SHALL BE PROVIDED WHERE CEILING

FRAMING OR FURRING CHANGES DIRECTION. EXPANSION

AND COTRACTION JOINTS SHALL BE INSTALLED IN

CEILINGS IN EXCEEDING 2,500 SQ. FT. INTERVAL BETWEEN

WIRE HANGER

@ 1219 O.C.

CHANNEL

@1219 O.C. WIRE HANGERS

@ 1219 O.C.

CHANNEL

@1219 O.C.

GYPSUM

BOARD

1.5THK 40x40

METAL CONT

W/ 60 TOGGLE

BOLTS OR EXP

BOLTS OR CONC

NAIL @1200 O.C.

50x50x3THK

ANGLE CLIP

NOTE:

3B ROD HANGER

TYPICAL HANGER DETAILS

SCALE : 1 / 5SCALE : 1 / 5

GYPSUM BOARD CEILING DETAILS

SCALE : 1 / 5

CHANNEL @

1219MM O.C.

HINGE

(CONTINUOUS)

WIRE HANGER

@ EACH CORNER

STL PLATE FRAME

BOLT & NUT

GWB OR

CPL CLG

CAM LATCH

& KEY

CEILING ACCESS

SCALE : 1 / 5

CEILING ACCESS (ATC)

HINGE

(CONTINUOUS)

WIRE HANGER

@ EACH CORNER

STL PLATE FRAME

BOLT & NUT

ATC

CAM LATCH

& KEY

(FINISH MATCH TO CEILING)

L 51 x 51 x 16GA FRAME (FINISH MATCH TO CEILING)

(LIGHT WEIGHT METAL)

STEEL ACCESS PANEL

(FINISH MATCH TO CEILING)

L 51 x 51 x 16GA FRAME

(FINISH MATCH TO CEILING)

(LIGHT WEIGHT METAL)

STEEL ACCESS PANEL

VARIOUSVARIOUS

22mm FURRING 22mm FURRING

38mm RUNNER

38mm CHANNEL

38mm RUNNER

38mmx38mmx

3mmx50mm

10mmx60mm

STRUCTURE

EXISTING

STRUCTURE

EXISTING

x50LG STEEL

10mmx60mm

38mm RUNNER 6mm DIA.

51mm PIANO

76mm x 16GA THK

51mm PIANO

6mm DIA.

76mm x 16GA THK

SEMI-EXPOSED GRID ACOUSTICAL TILE CEILING DETAILS (TYP)

ARCHITECTURAL

AS SHOWN

CEILING DETAILS (TYP)

AE303

BSF

KIM, CS

PAK, SY

25 APR 24

D - 24 - 22

303 303

303 303 81-00001-3J

BLDG. NO. S-1330

REPAIR DETERIORATED

10 46

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

(200mm NECK DIAMETER)

CEILING DIFFUSER, ROUND TYPE

EXHAUST AIR GRILLE OR

GRILLES, REGISTERS AND DIFFUSERS

SQUARE TYPE

CEILING DIFFUSER,

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

11 46

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:

MECHANICAL

M-1

D - 24 - 22

CHONG, CHANG NAK

NAM, TAE CHIN

25 APR 24

BSF

81-00001-3J

BLDG. NO. S-1330

GENERAL NOTES

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

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

CEILING, ROOF, EQUIPMENT, PIPE, DUCT AND ELECTRICAL ITEMS.

PREVENTION SYSTEM WITH NO ADDITIONAL COST TO THE GOVERNMENT SUCH AS WALLS,

ITEMS TO MAKE WAY FOR THE INSTALLATION AND REPLACEMENT OF MECHANICAL AND FIRE

18. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL THE OBSTRUCTED

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

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

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

AND SHALL BE VERIFIED AT THE JOB SITE.

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

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

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,

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.

THE REQUIREMENTS OF SEAL CLASS C.

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

7. THE SUPPLY, RETURN…

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