Drawings.pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

AS SHOWN

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

T I T L E S H E E T

TITLE SHEET

D - 15 - 10

O, KI TAL

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

93-00509-4J

UNIT #15746, APO AP 96218-5746

C - 1

R - 1

DRAWING NO.

CIVIL

DATE: 22 JAN 15

C - 2

C - 3

AE - 1

AE - 26

AE - 37

AE - 48

E - 116

ELECTRCIAL

E - 217

LOCATION PLAN

BLDG. S-2630

UPGRADE POWER BACK-UP SYSTEM

PROJECT NO. 93-00509-4J, PIER 8

BLDG. S-2630

UPGRADE POWER BACK-UP SYSTEM

E - 318 17 OF 19

SITE LAYOUT PLAN, GENERAL NOTES, LEGEND AND SCOPE OF WORK

CHAINLINK FENCE AND SWING GATE DETAILS

LEGEND, NOTES, ABBREVIATION AND SCOPE OF WORKS

EXISTING AND REMOVAL MECH. ROOM POWER PLAN AND NEW MECH. ROOM POWER PLAN

NEW POWER PLAN AND EQUIPMENT SCHEDULE

PIER #8

M - 1

M - 213

M - 314

M - 415

MECHANICAL

LEGEND, ABBREVIATIONS, GENERAL NOTES, US ORIGIN MATERIAL12

REMOVE EXISTING FUEL OIL SUPPLY SYSTEM PLAN BLDG #2630, SCOPE OF WORK, NOTE

REINSTALL FUEL OIL SUPPLY SYSTEM FOR NEW BACK UP GENERATOR

DETAILS

AE - 59 8 OF 19

S - 110 9 OF 19

S - 211 10 OF 19

EXISTING / REMOVAL PLAN, BLDG #2630, REMOVAL WORK, LEGEND, GENERAL NOTES

NEW FLOOR PLAN, BLDG #2630, SCOPE OF WORK

PARTIAL FOUNDATION & GROUND PLAN, PARTIAL ROOF PLAN

SOUTHEAST ELEVATION, NORTHEAST ELEVATION, EXTERIOR FINISH SCHEDULE

PANEL DETAILS, "Z" CLOSURE DETAIL

METAL GUTTER & EXPANSION JOINT DETAIL, DOWNSPOUT DETAILS, CONCRETE SPLASHBLOCK, METAL ROOF

ENLARGED PARTIAL DETAIL-1, 2 , NOTE

ENLARGED FOUNDATION PLAN, ENLARGED GROUND PLAN, ENLARGED ROOF FRAMING PLAN, BASE PLATE DETAIL(SC1), STRUCTURAL SECTION DETAIL, PD1 DETAIL, ENLARGED PARTIAL DETAIL-1, 2, SCHEDULE

ARCHITECTURAL

E - 419 18 OF 19

E - 520 19 OF 19 NEW POWER SINGLE LINE DIAGRAM

EXISTING POWER SINGLE LINE DIAGRAM

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

YI, CHONG SON

GRAPHIC SCALE

PIER #8

93-00509-4J

AREA "C"

AREA "A"

ROKN OFFICE BLDG. ROKN SUPPLY BLDG.

S

S

S

S

SSS S S S

S

S

S S SS

N

20000 40000

SCALE: 1 : 1000

LOCATION PLAN

SCALE : 1 / 10001

LOCATION PLAN

C-1

S-2630

S

S-2640

S-2692

S

S-2635

ROK ARMY OFFICE BLDG.

S-2610

S-2691

S-2600

S-2620

S-2710

S-2772

S-2675

S-2775

S-2695

S-2693

S-2694

S

T-2696

S-2780

S-2676

S-2644

S-2650

THIS PROJECT

SEE PLAN

2-

22 JAN 15

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

D - 15 - 10

1 19

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

YI, CHONG SON

C-2

LEGEND:

SCOPE OF WORK

SCALE : 1 / 100

SITE LAYOUT PLAN

GRAPHIC SCALE

SCALE: 1 : 100

1000 2000 4000

PIER #8

93-00509-4J

10.033

BLDG

11.941 10.23

10.219

10.215

CONTAINER

12.193

CONTAINER

11.561

FENCE

11.831

FENCE

11.899

FENCE

9.8

FENCE

9.916

10.042

SUMP

10.045

SUMP

10.029

SUMP

10.05110.058

10.081

10.038

10.039

POST

10.034

PAD

10.044

PAD

10.012

PAD

10.026

PAD

10.021

10.027 10.071

10.016

SHED

11.55

SHED

10.007

E/PAD

10.025 10.027

10.037 10.996

10.014

G-PAD

10.022

G/PAD

10.011

G/PAD

9.983

POL

10.009

TOWER

9.995

TOWER

9.972

TOWER

9.961

CABLE

9.927

STAIR

9.94

STAIR

9.847

9.879

9.875

9.976

9.972

STOOP

9.99

10.274

MH

10.264

10.136 10.132

10.303

10.237 10.238

10.289

10.30410.308

10.259 10.248

10.277 10.277 9.997

AC

10.019

AC

10.026

AC

10.029

AC

10.163

AC

10.124

AC

10.134 10.138

10.099 10.072

10.908

E/PAD E/PAD

E/PADE/PAD

POST

POST

POST POST

STOOP

STOOP

POSTPOST

MH

MH

MH

PAD

PAD

PAD

F/LINE

AC

AC

PAD

PAD

PAD

CONTAINER

CONTAINER

CONTAINER

SHED

SHED

SUMP

SUMP

SUMP

POSTPOST

POST POST

P.I.V

CONTAINER

BLDGBLDG

AC

S-2630

S-2691

#1 (CONSTRUCTION/ALTERATION)

#2 (REPAIR/MAINTENANCES)

PROJECT LIMITS

REMOVE/REPLACE EXST. PCC PAVEMENT,BASE COURSE

SLATS INCLUDING NECESSARY ACCESSORIES.

1. INSTALL CHAINLINK FENCE AND DOUBLE SWING GATE WITH

WITH NEW

PAVEMENT AND BASE COURSE

REMOVE/REPLACE EXISTING PCC

- 3

1SEE DETAIL

NECESSARY ACCESSORIES

SWING GATE WITH SLATS INCLUDING

INSTALL CHAINLINK FENCE AND DOUBLE

~PCC~

~PCC~

LEGEND AND SCOPE OF WORK

SITE LAYOUT PLAN, GENERAL NOTES,

N

FEL=10.00

(600 DIA, 3 BARBED TAPES)

STAINLESS CONCERTINA WIRE

CONCERTINA WIRE WITH NEW

REMOVE/REPLACE EXISTING

STAINLESS CONCERTINA WIRE.

2. REMOVE/REPLACE EXISTING CONCERTINA WIRE WITH NEW

PAVEMENT AND BASE COURSE WITH NEW.

1. REMOVE/REPLACE EXISTING PORTLAND CEMENT CONCRETE

SEE ARCH. DWG.

NEW CANOPY

REMOVE/REPLACE EXST. CONCERTINA WIRE

22 JAN 15

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

D - 15 - 10

2 19

FOR APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH

13. THE CONTRACTOR SHOULD PREPARE/SUBMIT THE MATERIAL

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

10. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

LOCAL LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH

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

SPEC. AT THE LOCATION APPROVED/INDICATED BY C.O.R.

CONTRACTOR’S TEMPORARY FACILITIES ACCORDING TO O&MA

12. CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE

GENERAL NOTES :

COR PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHOULD BE APPROVED BY THE

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

PERIOD IF REQUIRED.

AND DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION

6. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

15. UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

TO SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONTRACTING OFFICER.

THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

SHOULD BE COVERED WITH SOLID SODDING.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINE

CONSTRUCTION OPERATIONS.

LINES, AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDER GROUND ROCK BASE, EXISTING UTILITY

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

5. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

7. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MOUMENTS

OF FROST DEPTH UNLESS OTHERWISE NOTED.

9. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER

OPERATIONS.

SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND

ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND

CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,

14. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

4.

3.

2.

1.

FOR APPROVAL.

CONTRACTOR SHALL PROVIDE SHOP DRAWING(S) OF CONCRETE JOINTING

OTHER CONCRETE STRUCTURES.

SECTIONS AND AT ALL RETURNS OF WALKS, AND WHERE WALKS ABUT

PROVIDE EXPANSION JOINTS AT MAXIMUM 15M INTERVALS FOR STRAIGHT

TO WIDTH NOT EXCEED 1 : 1.25.

CONTRACTION JOINTS ON SLAB SHALL BE SPACED AT THE RATIO OF LENGTH

CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, f’c=24 MPa

NOTES:

ACCOMPLISH THE CIVIL SCOPE OF WORK.

PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO

MANAGEMENT COMMAND, KOREA REGION OFFICE" FORM AS A

NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30

8. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

YI, CHONG SON

PIER #8

93-00509-4J

NOT TO SCALE

CHAINLINK FENCE AND SWING GATE DETAILS

CHAINLINK FENCE AND SWING GATE DETAILS

C-3

CHAINLINK FENCE AND SWING GATE

0RAIL

BRACE

BAR

STRECTCHER

2350 2350

BAR BAND

STRECTCHER BAND

BRACE RAIL

BAR

STRECTCHER

BAR

PLUNGER

SLATS

FABIC WITH

CHAINLINK

1535 1535

LATCH

GATE

SLATS

FABIC WITH

CHAINLINK

SEE ARC.DWG

NEW CANOPY

SEE ARC.DWG

NEW CANOPY

BOTTOM RAIL

TOP RAIL

CONC.PAD

EMBEDDED IN

LINE POST 100 DIA.

WELDING

U-CLAMP/

GATE HINGE

PIPE (D=50)

GATE FRAME

SEE ARC.DWG.

STEEL COLUMN

U-CLAMP

1/4"DIA

GATE HINGE

GATE FRAME

HINGE BOLT

HINGE COLLAR

LATCH

GATE LATCH

FOR LOCK

SECURING HOLE

GATE POST

RETAINER BOLT

DROP BAR ASSEMBLY

(TO HOLD GATE OPEN)

GATE KEEPER

BAND

(WIRE SIMILAR)

STRETCHER BAR

CARRIAGE BOLT

PLAN AT BANDS

BAND

SPRING WIRE

OR COILED

BARBED WIRE

BAND FOR WIRE STRETCHING

FABRIC

MAX

SPACED 1’ - 2" O.C

AND BOTTOM AND

MAX FROM TOP

BAND TO BE 4"

STRETCHER BAD

OR LINE POST

STEEL COLUMN

END POST DETAIL

FABRIC LINK

TO ENGAGE EACH

STRETCHER BAR

CHAIN-LINK FENCE SLATS

CHAIN-LINK FENCE SLATS

BRAID

COPPER

FLEXIBLE

CLAMP

SOLDERLESS

BOLTED

GATE 3

GROUNDING DETAIL

FABRIC

TOP OR BRACE RAIL

WIRE TIES FOR

2’ - 0" O.C MAX

TIE WIRE AS SPEOFIED

BLACE RAIL

BAND

FENCE POST

RAIL ROUND POST

CLAMP FOR BRACE

3/8"MINIMUM

TRUSS ROD

GATE FRAME

TRUSS ROD

22 JAN 15

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

D - 15 - 10

3 19

(D=19, L=2400)

ROD W/ CLAMP

STEEL GROUND

COPPER CLAD

(D=19, L=2400)

ROD W/ CLAMP

STEEL GROUND

COPPER CLAD

(D=19, L=2400)

ROD W/ CLAMP

STEEL GROUND

COPPER CLAD

PROVIDE GROUND ROD AT EACH SIDE OF GATE AND EACH CORNER ON FENCE.

NOTE:

136’ -8"

52’ -6" 9’ -10" 14’ -11" 32’ -4" 19’ -5"

19’ -5" 32’ -4" 4’ -11" 4’ -9" 15’ -5" 11’ -3" 14’ -2" 26’ -4"

26’ -3"

19’ -6" 6’ -0"

9’ -9" 16’ -1"

N

BUILDING: 2630

FLOOR: 1

UP

AS SHOWN

93-00509-4J

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AE-01

KIM, CHI SOP

ARCHITECTURAL

AE 01

SCALE : 1 / 100

COMMENCING ANY CONSTRUCTION OR RENOVATION.

ALL EXISTING CONDITION AND DIMENSIONS PRIOR TO

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING1.

2.

3.

4.

5.

AS DIRECTED BY THE CONTRACTING OFFICER.

THIS PROJECT AND TO MATCH CONDITION TO ADJACENT AREAS

OR REPAIR ALL DAMAGES TO EXISTING AREAS CAUSED BY

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT

AND SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS

SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE

MAY NOT MATCH EXACTLY FIELD CONDITIONS,

SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS

SHOP DRAWINGS FOR APPROVAL BY THE C.O. OR HIS COR.

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION

6.

7.

8.

9.

WORK IS ACCOMPLISHED PRIOR TO FINISHING WORK.

COORDINATION OF THIS WORK MUST BE DONE TO INSURE ROUGH-IN

MECHANICAL, ELECTRICAL, TELEPHONE AND FIRE ALARM SYSTEM

TO MAKE WAY FOR THE INSTALLATION AND REPLACEMENT OF

CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING

THE FIRE WALL.

SEALED WITH APPROVED CAULKING MATERIALS RATED FOR

ALL PENETRATIONS THROUGH FIRE RATED WALLS MUST BE

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

ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE APPROVED

THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR

SPECIFICATIONS AND MANUFACTURER’S INSTRUCTIONS.

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

WALL - R=15 FACTOR).

INSULATION HEAT RESISTANCE VALUE (ROOF - R=38 FACTOR AND

EXISTING / REMOVAL PLAN, BLDG #2630

EXIST WINDOW

EXIST DOOR

CONC. COLUMN

L E G E N D

CMU / CON’C WALLS

REMOVE EXISTING CONCRETE PAD.

REMOVE EXISTING CONCRETE GROUND FINISH.

REMOVE EXISTING WOODEN CANOPY.

PIER #8

GENERAL NOTES

GENERAL NOTES

REMOVAL WORK, LEGEND

EXISTING / REMOVAL PLAN, BLDG #2630

REMOVAL WORK

CONCRETE PAD

EXISTING

TRANSFORMER

EXISTING

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

22 JAN 15

D - 15 -10

4 19

YI, CHONG SON

CONTRACT.

SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE ARCHITECTURAL

PART OF THIS PROJECT.

MANAGEMENT COMMAND, KOREA REGION OFFICE" FORM AS A

KOREA, 30 NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

"STANDARD DETAIL DRAWINGS FOR O&MA PROJECTS,

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE

136’ -8"

52’ -6" 9’ -10" 14’ -11" 32’ -4" 19’ -5"

19’ -5" 32’ -4" 4’ -11" 4’ -9" 15’ -5" 11’ -3" 14’ -2" 26’ -4"

26’ -3"

19’ -6" 6’ -0"

9’ -9" 16’ -1"

BUILDING: 2630

FLOOR: 1

UP

AS SHOWN

5 19

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

N

A. REPAIR / MAINTENANCE : K - WORK B. CONSTRUCTION / ALTERATION : L - WORK

B A

.7

1 2

REMOVE EXISTING CONCRETE PAD.

REMOVE EXISTING WOODEN CANOPY.

5 INSTALL PROTECTED METAL ROOFING, SHEET METAL FLASHING, METAL LINER WITH INSULATION.

AE 02

SCALE : 1 / 100

PAINT ON THE CANOPY SURFACES.

INSTALL PROTECTED METAL GUTTER, DOWNSPOUT AND SPLASH BLOCK.

NEW FLOOR PLAN, BLDG #2630

KIM, CHI SOP

PIER #8

ARCHITECTURAL

93-00509-4J D - 15 - 10

AE-02

SCOPE OF WORK

SCOPE OF WORK

NEW FLOOR PLAN, BLDG #2630

ROOF EAVE LINE

INSTALL STEEL COLUMN, BEAM AND ROOF FRAME.

INSTALL CONCRETE FOUNDATION.

INSTALL CONCRETE PAD.

TRANSFORMER

EXISTING

PAINT ON EXISTING BUILDING SURFACES. (WORKING AREA ONLY)

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

22 JAN 15

YI, CHONG SON

AS SHOWN

6 19

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

N

KIM, CHI SOP

PIER #8

ARCHITECTURAL

93-00509-4J D - 15 - 10

AE-03

.7

AE 03

SCALE : 1 / 50 AE 03

SCALE : 1 / 50

ROOF EAVE LINE

30701785

1 2

B A

8 PER 100

ROOF SLOPE

P E

R

G U

T T

R

L

O

R

G U

T T

L

O P

E

METAL GUTTER

PROTECTED

ROOF (ABOVE)

DASHED LINE FOR

N

EXISTING BUILDING EXISTING BUILDING

.7

30701785

1 2

B A

PARTIAL FOUNDATION & GROUND PLAN PARTIAL ROOF PLAN

PARTIAL ROOF PLAN

PARTIAL FOUNDATION & GROUND PLAN

TRANSFORMER

EXISTING

TRANSFORMER

EXISTING

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

7 19

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KIM, CHI SOP

PIER #8

ARCHITECTURAL

93-00509-4J D - 15 - 10

AE-04

AE 04

SCALE : 1 / 25

SOUTHEAST ELEVATION

ROOF LINER (TYP)

PROTECTED METAL

1SEE

METAL GUTTER

PROTECTED

WP

EXISTING WALL AND METAL ROOF

SEALANT BETWEEN

AE

AND CHICKEN WIRE

W/ INSUL ON VR(TYP)

PROTECTED SHEET METAL ROOF

W/ SEALANT

PERIMETER FELT JOINT

12THK

DOWNSPOUT

SEE CIVIL DWG.

FINISH

SEE CIVIL DWG.

FINISH

AE 04

SCALE : 1 / 25

NORTHEAST ELEVATION

(SEALANT)

FOR METAL FLASHING

SAW-CUT EXISTING WALL

EXISTING WALL AND METAL ROOF

SEALANT BETWEEN

METAL GUTTER

PROTECTED

DOWNSPOUT DOWNSPOUT

W/ SEALANT

PERIMETER FELT JOINT

12THK

(SEALANT)

FOR METAL FLASHING

SAW-CUT EXISTING WALL

(SEALANT)

FOR METAL FLASHING

SAW-CUT EXISTING WALL

SEE CIVIL DWG.

FINISH

SEE CIVIL DWG.

FINISH

AND CHICKEN WIRE

W/ INSUL ON VR(TYP)

PROTECTED SHEET METAL ROOF

FLASHING

SHEET METAL

EAVE FLASHING

P-2

BY BENJAMIN MORE

VANILLA MILKSHAKE OC-59

SEMI-GLOSS LATEX

PAINT-2

P-1

SELECTIONS OF PRODUCTS.

ONLY AND ARE NOT INTENDED TO LIMIT

COLORS AND TEXTURES REFERENCE PURPOSES

MANUFACTURER’S NAMES LISTED ARE FOR

2.

1.

EXTERIOR FINISH SCHEDULE

3. COLOR SHALL BE SELECTED BY USER OR COR.

NOTE :

SURFACES REMARKS

STRUCTURAL STEEL

ROOF PANEL

METAL LINER

LOCATION

CANOPY

GUTTER AND DOWNSPOUT

METAL FLASHING

BLDG. #2360

NON-STRUCTURAL METAL

NON-STRUCTURAL METAL

NON-STRUCTURAL METAL

NON-STRUCTURAL METAL

STEEL

CMU

DOOR NON-STRUCTURAL METAL

COLOR

P-1

P-2

P-1

P-1

P-3

P-3

P-1

P-1

PAINT (P-1) ON ALL STEEL MEMBERS.

PAINT :

P-3

BY BENJAMIN MOORE

#2096-30

COLOR: GRANDFATHER CLOCK BROWN

SEMI-GLOSS

PAINT-1

BY BENJAMIN MORE

#2152-70

COLOR : MAYONNAISE

SEMI-GLOSS LATEX

PAINT-4

MATERIAL

CONCRETE

4.

SEE NOTE 4.

SEE NOTE 4.

SEE NOTE 4.

CONCORET FOUNDATION CONCRETE

PAD -

WALL

COLUMN CONCRETE

MATCH WITH EXISTING COLOR.

PAINT ON WORKING AREA ONLY.

1 2

INSULATION MINERAL WOOL INSULATION - 150mm THK (80kg/m )

A B

EXTERIOR FINISH SCHEDULE

NORTHEAST ELEVATION

SOUTHEAST ELEVATION

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

HGFEDCBA

AS SHOWN

1A 1B

B

SL

OP

E

SOLDER

RIVET &

12 METERS 12 METERS

GUTTER

AE 05

1 METAL GUTTER & EXPANSION JOINT DETAIL

NOT TO SCALE

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

.4

NOT TO SCALE

DOWNSPOUT DETAILS

DOWN

ROOF

SLOPES

CL

LOCATION

FASTENER

GROOVE

SEALANT

SEALANT

300300300

NOT TO SCALE

METAL ROOF PANEL DETAILS

NOT TO SCALE

CONCRETE SPLASHBLOCK

OR EXP AHR (TYP)

9.53mm DIA. TOGGLE BOLT

NOT TO SCALE

"Z" CLOSURE DETAIL

"Z" CLOSURE

1.5mm THK

1C

.7

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:

2A

NOT TO SCALE

DS HANGER DETAIL

2B

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:

AE

AE

4A

NOT TO SCALE

ROOF PANEL CROSS SECTION

4C

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

4B

NOT TO SCALE

SEALANT APPLICATION

4D

NOT TO SCALE

ISOMETRIC OF ROOF PANEL

HOLE

SLOTTED

SEE STRUC DWG

STEEL PURLIN,

4F

NOT TO SCALE

SIDE LAP DETAIL

4E

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

AE

AE

5A

NOT TO SCALE

"Z" CLOSURE DETAIL

5B

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

KIM, CHI SOP

93-00509-4J D - 15 - 10

8 19 AE-05

ARCHITECTURAL

PIER #8

CANOPY

METAL ROOF PANEL DETAILS, "Z" CLOSURE DETAIL

DOWNSPOUT DETAILS, CONCRETE SPLASHBLOCK

METAL GUTTER & EXPANSION JOINT DETAIL

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

YI, CHOGN SON

9 19

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

N

KIM, CHI SOP

PIER #8

ARCHITECTURAL

93-00509-4J D - 15 - 10

S SCALE : 1 / 50 SCALE : 1 / 50

N

S 01

N

SCALE : 1 / 50S 01

.7

.7

.7

SC1

SC1 SC1

SC1

PAD

S B

S B

SB1

SB1

BR1

BR1

4-M16 A.B.

BASE PL W/

200x310x14THK

40 115 11540

S SCALE : 1 / 1001

4 BASE PLATE DETAIL(SC1)

-150x150x6

SC1

6 6

SB1

S SCALE : 1 / 1001

5 ENLARGED PARTIAL DETAIL-1

S SCALE : 1 / 1001

6 ENLARGED PARTIAL DETAIL-2

W/ 2-M20 HSB

9THK GUSSET PLATE

H-150x150x7x10

SB1

SB1

40 6040

PD1

F1

PD1

F1

PD1

F1

PD1

F1

EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING

B A

30701785

1 2

B A

30701785

1 2

B A

30701785

1 2

P1

ENLARGED FOUNDATION PLAN ENLARGED GROUND PLAN ENLARGED ROOF FRAMING PLAN

ENLARGED PARTIAL DETAIL-1, 2 , NOTE

BASE PLATE DETAIL(SC1)

ENLARGED ROOF FRAMING PLAN

ENLARGED FOUNDATION PLAN, ENLARGED GROUND PLAN

S-01

STANDARD TECHNICAL SPECIFICATIONS FOR O&MA PROJECTS, KOREA

- ALL WELDING WORKS SHALL BE DONE IN COMFORMANCE WITH

8. WELD :

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

7. ANCHOR BOLTS :

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

6. BOLTS :

- SHALL CONFORM TO ASTM A36/A36M OR KS D 3515

5. STRUCTURAL STEEL :

STANDARD TECHNICAL SPECIFICATIONS FOR O&MA PROJECTS, KOREA

- ALL STEEL SHALL BE PAINTED PER

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

4. REINFORCING STEEL :

- COMPRESSIVE STRENGTH AT 28 DAYS : 24.0 MPa

3. CONCRETE

ON THE DRAWINGS SHALL BE BOLTED OR WELDED.

2. SHOP AND FIELD CONNNECTIONS NOT SPECIFICALLY DETAILED

ARCH. & CIVIL DRAWING BEFORE THE CONSTRUCTION.

1. THE ORIENTATION OF BUILDING SHALL BE REFERED TO

* NOTE

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KIM, CHI SOP

PIER #8

ARCHITECTURAL

93-00509-4J D - 15 - 10

SCALE : 1 / 25

800 900 300

SIZES

B L T

REINFORCEMENT REMARKS

PLAN ELEVATION

@ BOT

REINF

@ BOT

REINF

SCHEDULE

& REINF, SEE

FOOTING SIZE

STRUCTURAL FILL

FFL

300L300

F1

T H

HD16 @ 200mm E.W

COLUMN SPREAD FOOTING SHEDULE

M

IN

B

L

HEADED

4-M16x400 LG

SEE

REMARKS

TYPEANCHOR BOLTS

BASE PLATE

SIZE

MARK

SERIES

METRIC

STEEL COLUMN SCHEDULE

S 01 SC1 -150x150x6T 310x200x14T

REMARKSMARK

SB1

STEEL BEAM SCHEDULE

HEADED STUDSCAMBER

METRIC SERIES

H-150x150x7x10

MARK REMARKSMETRIC SERIES

P1 C-150x75x25x3.2T

PURLIN SCHEDULE

BR1

BRACE SCHEDULE

MARK METRIC SERIES REMARKS

WELDED WITH GUSSET PLATE, SC1, SB12L-75x75x6T b l’ l’

430300 b’

H

TYPE

PD1

SIZES

REINFORCEMENT REMARKSTYPE

PD1

S SCALE : 1 / 1002

2 PD1 DETAIL

D10 HOOP BAR @ 150

6-HD16 w/

6-HD16 w/ D10 HOOP BAR @ 150

MORTAR

BEDDING

25THK

-150x150x6

SC1

50 505050

4-M16

150THK CWB

VAPOR BARRIER

W/ SEALANT

PERIMETER FELT JOINT

12THK

S SCALE : 1 / 1002

3 ENLARGED PARTIAL DETAIL-1

O.C. E.W, T&B

HD13@300

PAD

WP

STRUCTURAL SECTION DETAIL

SB1

SC1 SC1

PAD

F1

PD1

F1

PD1

BR1

-150x150x6

SC1

H-150x150x7x10

SB1

WELDED /W P1 AND SB1

L-75x75x6 100mm LG.

W/ 9THK GUSSET PLATE

BR1 2L-75x75x6

P1

S SCALE : 1 / 1002

4 ENLARGED PARTIAL DETAIL-2

WELDED /W SB1 AND L-ANGLE

C-150x75x25x3.2

P1 @900

S-02

S

SCHEDULE

ENLARGED PARTIAL DETAIL-1, 2

STRUCTURAL SECTION DETAIL, PD1 DETAIL

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

22 JAN 15

10 19

SCH

SA

SAN

QTY

R12, R22

RA

RDTR

RPM

RT

PG

PH

POC

POL

PPM

PRV

QT

OA

OAIL

OD

OS&Y

Pa

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

AL

AIR COOLED

ACU

ACLD

ACCU

CHWS

CHWR

CHR

CHS

D

RL

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

FA

ESP

EVAP

EWT

EFF

ENT

EQPT

EP

EFFICIENCY

ENTERING

EQUIPMENT

KG

K

IPS

ISO

ID

NIC

N.O.

NO

MPS

N.C.

N/A

MM

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

DX

DIV

DIAG

DIFF

DB

DBT

DIVISION

DIAMETER

DIAGRAM

DIFFERENCE

DEGREE

HR

HZ

HW

HWH

HORIZ

HB

HD

HP

GA

GALVS

FV

FWP

FXTR

CLOCKWISE OR COLD WATERCW

PLUG VALVE

THREE WAY

FREQ

FO

FPT

GATE, GLOBE

GATE, ANGLE

GLOBE

CONTROL

GATE

M

LPS

LWT

LT

LPH

LPD

LL

LG

LBS

LAT

LAV

L

KWH

KW

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

P

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

air conditioning and refrigeration

RS

RD

(NAME)

(NAME)E EXISTING PIPE

HWR

HWS

MTWR

MTWS

CR

CS

PIPING

heating

SANITARY DRAIN

CHECK, SWING

PIPE SLEEVE WITH FIRE STOPPING

VENT THRU ROOF

valves : (for selective actuators)

BFP

PLAN

HOSE BIBB

BALL

ELEV.

PIPE SLEEVE

BACKFLOW PREVENTER

FLOOR DRAIN

FLOOR CLEANOUT

FD

FCO

FLEXIBLE CONNECTOR

ANCHOR, INTERMEDIATE

ANCHOR, MAIN

EXPANSION JOINT

EXPANSION LOOP

EJ

RELIEF

SAFETY

HOSE END DRAIN

LOCK SHIELD

NEEDLE

PRESSURE REDUCING

CONTROL, PNEUMATIC-ELECTRIC

CONTROL, ELECTRIC-PNEUMATIC

CHECK, NON-SLAM

S

R

EP

PE

plumbing

COLD WATER

VENT

valves, special duty :

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

UH

UR

SYMBOL

TEMPERATURE

THICKNESS

TONS

THK

TEMP

SYM

TD

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

ST

STD

STL

SQ

SST

SPECIFICATION

SQUARE METER

STATIC PRESSURE

SPEC

SP

SM

OUTSIDE AIR

NOT TO SCALE

SECONDSEC

VAV VARIABLE AIR VOLUME

WATER CLOSET

VENTILATION

W/

WT

WC

WD

WITH

WEIGHT

WIDTH

W

WB

VOL

VEL

VENT

VERT

WATT

WET BULB

VOLUME

VELOCITY

VERTICAL

SMOKE DAMPER (PROVIDE ACCESS DOOR)

MANUAL VOLUME DAMPER

VAC

V

VACUUM

VOLT

SPLITTER DAMPER

AD

SD

VD

dampers

TEE, SINGLE SWEEP

TEE, OUTLET DOWN

REDUCER, ECCENTRIC (STRAIGHT, DOWN)

REDUCER, ECCENTRIC (STRAIGHT, INVERT)

REDUCER, CONCENTRIC

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)

ELECTRIC MOTOR OPERATED DAMPER

BACKDRAFT DAMPER

BDD

S

TURNING VANES

TRANSITION

FLEXIBLE CONNECTION

FLEXIBLE DUCT

FC

DUCT WORK

THERMOMETER

US ORIGIN MATERIALS:

7.

1. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFING ALL EXISTING CONDITION AND

DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION OR RENOVATION.

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

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

ACCORDING TO ACTUAL FIELD CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER

FOR APPROAL.

GENERAL NOTES

4. CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS FOR APPROVAL

BY C.O.R.

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

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

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

ROOF, EQUIPMENT, PIPE, DUCT AND ELECTRICAL ITEMS.

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

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

AS DIRECTED BY THE CONTRACTOR OFFICER.

6. ALL MECHANICAL SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR

STANDARD TECHNICAL SPECIFICATIONS FOR MISCELLANEOUS PROJECTS, KOREA.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKABLE CONTROL

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

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

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

SPECIFICATIONS.

MANAGEMENT AGENCY, KOREA REGION OFFICE" FORM AS A PART OF THIS PROJECT. THE

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

ADDITIONAL COST TO THE PROJECT CONTRACT.

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

L E G E N D

PG

TM

AAV

FOS

3-WAY VALVE (MOTORIZED)

CIRCUTE SETTER

PRESSURE GAUGE

THERMOMETER

AUTOMATIC AIR VENT

GATE VALVE

CHECK VALVE

FUEL OIL SUPPLY

FLEXIBLE JOINTFJ

& STRAINER

M

CS

SD

SHOWER DRAIN

AS INDICATED ON THE DRAWINGS.

INTERNET SITE HTTP:// WWW.CCKBID.COM). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE

DATED FEBRUARY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT

REGISTER OF IMA-KORO PAMPHLET 420-1 "INSPECTION OF CONSTRUCTION CONTRACTS",

ALL GENERIC US ORIGIN MATERIALS SHALL BE AS OFF-SHORE IN THE GENERIC SUBMITTAL

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

V

DOMESTIC HOT WATER SUPPLY

DOMESTIC HOT WATER RETURN

AAV

ED EXHAUST DUCT

AUTOMATIC AIR VENT

IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF DIVISION 15 - MECHANICAL. O & MA

M-1AS SHOWN

D - 15 - 10

AS SHOWN

MECHANICAL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

AIR HANDLING UNIT

GROUND LEVELGL

DATE:

PRER #8

US ORIGIN MATERIAL

LEGEND, ABBREVIATIONS, GENERAL NOTES,

93-00509-4J

Yi, TongKi

22 JAN 15

Yi, TongKi

BLDG. S-2630

UPGRADE POWER BACK-UP SYSTEM

YI, CHONG SON

FOR O & MA PROJECTS, KOREA, 30 NOVEMBER 2015 DEPARTMENT OF THE ARMY, INSTALLATION

5. THE MECHANICAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS

MECHANICAL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

MECHANICAL

SHEET OF

D - 15 - 10

M-2

DATE:

P-1

M2 SCALE : 1 / 100

N

UP

O

IL

T

A N

K

E X

IS

T

IN

G

WORK CLASS "K" (REPAIR / MAINTENANCE WORK)

REMOVE EXISTING FUEL OIL SUPPLY SYSTEM PLAN BLDG #2630

Yi, TongKi

Yi, TongKi

22 JAN 15

PRER #8

93-00509-4J

SCOPE OF WORK

N O T E

PLAN BLDG #2630, SCOPE OF WORK, NOTE

REMOVE EXISTING FUEL OIL SUPPLY SYSTEM

GENERATOR

REMOVING

REMAIN EXISTING FUEL OIL STORAGE TANK AND SUMP

BLDG. S-2630

UPGRADE POWER BACK-UP SYSTEM

REMOVE EXISTING FUEL OIL PIPE CONNECTING SYSTEM

1. REROUTE EXISTING UNDERGROUND DOUBLE WALL FUEL OIL PIPING SYSTEM AS INDICATED.

SECURING THE SITE AND IMMEDIATE NOTICE OF INSTALLATION POINT OF CONTACT.")

"INADVERTENT FIND CLAUSE." THE CONTRACT SHOULD DEFINE PROCEDURES FOR

DISTURBANCE OF SUBSURFACE CULTURAL OR HISTORIC MATERIALS SHALL HAVE AN

PARA 12-3, J REQUIRES "CONTRACTS INVOLVING POTENTIAL DISCOVERY AND

(REFERENCE: USFK REG 201-1, ENVIRONMENTAL GOVERNING STANDARD (EGS) CH. 12,

IMMEDIATELY.

OF THE DISCOVERY AND REPORT THE FINDINGS TO THE ENVIRONMENTAL OFFICE

CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL CEASE ACTIVITIES IN THE VICINITY

WHEN POTENTIAL CULTURAL OR HISTORIC ITEMS ARE INADVERTENTLY FOUND DURING

INADVERTENT FIND CLAUSE:

CONTRACTOR WILL SEGREGATE CONTAMINATED SOIL FROM CLEAN SOIL.

SHALL REPORT THE FINDINGS TO THE ENVIRONMENTAL OFFICE IMMEDIATELY AND

WHEN CONTAMINATED SOIL IS ENCOUNTERED DURING EXCAVATION WORK, CONTRACTOR

CONTAMINATION FIND CLAUSE:

1.

2.

SUMP SYSTEMS TO DESIGN & TECHNICAL REVIEW BRANCH, ENGINEERING DIVISION, DPW FOR APPROVAL.

CONTRACTOR SHALL PROVIDE THE MANUFACTURER’S DETAILED SHOP DRAWING OF CONTAINMENT 3.

4.

5.

AND FOLLOWED MANUFACTURER’S TECHNICAL ASSISTANCE ON-SITE IF REQUIRED.

DOUBLE WALL FUEL OIL PIPING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER’S SPECIFICATION

AND ALL NECESSARY ACCESSORIES FOR NEW BACKUP GENERATOR.

ADAPTORS, TEST BOOT ASSEMBLY, TRANSITION ASSEMBLY, STEEL PIPES, FILTER, VALVES, FITTINGS

2. REPLACE EXISTING ABOVEGROUND DOUBLE WALL FUEL OIL PIPING SYSTEM WITH NEW INCLUDING COUPLINGS, CONFLICT TO UTILITY LINES AND ON-SITE IF REQUIRED ADJUST DOUBLE WALL FUEL OIL PIPING AT THE GROUND LEVEL.

CONTRACTOR SHALL VERIFY THE LOCATIONS OF UTILITY LINES AND RE-ROUTE DOUBLE WALL FUEL PIPING NOT TO

MECHANICAL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

MECHANICAL

SHEET OF

D - 15 - 10

M-3

DATE:

P-1

M3 SCALE : 1 / 100

N

UP

O

IL

T

A N

K

E X

IS

T

IN

G

D-2

G E

N E

R A T

O

N

W

D-1

M4

M4

Yi, TongKi

Yi, TongKi

22 JAN 15

PRER #8

93-00509-4J

REMAIN CONTAINMENT SUMP

FOR NEW BACK UP GENERATOR

REINSTALL FUEL OIL SUPPLY SYSTEM

DOUBLE WALL FLEXIBLE PIPING

REMAIN EXISTING UNDERGROUND

BLDG. S-2630

UPGRADE POWER BACK-UP SYSTEM

AS INDICATED

DOUBLE WALL FUEL OIL PIPING

REROUTE UNDERGROUND

SEE DETAIL DWG

NEW DUAL WALL SUB-BASE FUEL OIL TANK CONN.

REROUTE FUEL OIL SUPPLY SYSTEM FOR NEW BACK UP GENERATOR

CONN. SEE DETAIL DWG

NEW ABOVEGROUND PIPINGS

SLOPE 1%

GROUND LEVEL

(FASTENED TO WALL

OR FOUNDATION)

AS SHOWN

MECHANICAL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

MECHANICAL

SHEET OF

D - 15 - 10

M-4

DATE:

- NOT TO SCALE

D-1 M4

- NOT TO SCALE

D-2 M4

Yi, TongKi

Yi, TongKi

22 JAN 15

PRER #8

93-00509-4J

DETAILS

ACCESS PIPE

DOUBLE WALL FLEXIBLE PIPING

BLDG. S-2630

UPGRADE POWER BACK-UP SYSTEM

FOSFOR

GATE VALVE

TYPE FILTER

REPLACEABLE CARTRIDGE

SHUT-OFF VALVE

AUTOMATIC SAFETY

FITTING

COMPRESSION FLARED

COPPER TUBE

GATE VALVE

FITTING

COMPRESSION FLARED

COPPER TUBE

LEVEL SW

ITCH-LOW

& HIGH FUEL

EMERGENCY VENT AND BASIN

RUPTURE BASIN SW

ITCH

CRITICAL HIGH

NORMAL VENT NPT

TANK FILL NPT

OVERFLOW

NPT

FUEL RETURN NPT W

/ NPT TUBE

FUEL SUPPLY NPT W

/ NPT TUBE

FUEL FILL NPT

LEVEL GAUGE NPT

W

/MOUNTING BRKT

PUMPS, SENSOR CONTROL

D-2 M4

D-2 M4

FOS

FOR

NEW TRANSITION ASSEMBLY

NEW TEST BOOT ASSEMBLY

NEW COUPLINGS / ADAPTORS

SEE DETAIL DWG

DUAL WALL SUB-BASE TANK

NEW FUEL OIL SUPPLY LINE TO

OIL STORAGE TANK

NEW RETURN LINE TO FUEL

NEW WARNING TAPE

NEW DUAL WALL SUB-BASE TANK CONN. DETAIL

NEW ABOVEGROUND DOUBLE WALL FLEXIBLE PIPING CONN. TO GENERATOR PLAN

ELECTRICAL

US ORIGIN MATERIAL:

ELECTRICAL

1.

L E G E N D

E-1

REMOVE EXST NEW

INDICATED ON THE DRAWINGS.

INTERNET SITE (http//www.cckbid.com). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE AS

DATED FEBRURY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT

REGISTER OF IMA-KORO PAMPHLET 420-1 "INSPECTION OF CONSTRUCTION CONTRACTS

ALL GENERIC US ORIGIN MATERIALS SHALL BE AS OFF-SHORE IN THE GENERIC SUBMITAL

A. REPAIR/MAINTENANCE

B. CONSTRUCTION

///// C C CONTROL CIRCUITC

HOMERUN CIRCUIT TO PANELBOARD OR ENCLOSURE

2.

3.

4.

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

BLDG: BUILDING

ELECT.: ELECTRICAL

3.

2.

4. MOUNTING HEIGHTS ARE AS BELOW. MEASUREMENT IS TO CENTER OF OUTLET.

3-#12AWG WIRES AND 1-#12AWG GROUND WIRE IN 16mm CONDUIT.

4-#12AWG WIRES AND 1-#12AWG GROUND WIRE IN 16mm CONDUIT.

FIRE ALARM CONTROL PANEL----------------------------1520mm ABOVE FLOOR

LIGHTING FIXTURE--------------------SEE LIGHTING FIXTURE SCHEDULE

TOGGLE SWITCH-----------------------1220mm TO CENTER OF THE OUTLET

RECEPTACLE---------------------------460mm TO CENTER OUTLET

PANELBOARD, CIRCUIT BREAKER------------------------SEE SPECIFICATION

1.

G E N E R A L N O T E S

MANUAL PULL STATION----------------------------------1370mm ABOVE FLOOR

FIRE ALARM BELL---------------------------------------2130mm ABOVE FLOOR

9.

S C O P E O F W O R K

93-00509-4J D - 15 - 10

22 JAN 15

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SIN, YS

SHEET OF

SWITCH EQUIPPED AUTOMATIC TRANSFER SWITCH (ATS) AS SHOWN IN DRAWINGS.

REPLACE DETERIORATED EXISTING AUTOMATIC TRANSFER SWITCH (ATS) WITH NEW BYPASS-ISOLATION

AUTOMATIC TRANSFER SWITCH NOTES

4.

1.

3.

2.

1.

NOTES FOR POWER OUTAGE

ATS: AUTOMATIC TRANSFER SWITCH

EXIST: EXISTING F: FEEDER

GEN SET: GENERATOR SET

IN DRAWINGS.

REPLACE DETERIORATED EXISTING 350KW GENERATOR SET WITH NEW 500KW GENERATOR SET AS SHOWN

VCB: VACUUM CIRCUIT BREAKER

SWGR: SWITCHGEAR

ELECTRICAL

1.

///// WIRING IN TRENCH

PIER #8

AND SCOPE OF WORKS

LEGEND, NOTES, ABBREVIATION

REPLACE EXISTING DETERIORATED ENCLOSED CIRCUIT BREAKER IN MECHANICAL ROOM AS SHOWN IN DRAWINGS.

INSTALL NEW DIGITAL METER WITH CURRENT TRANSFORMER AS SHOWN IN DRAWING.

5. RELOCATE EXISTING DIGITAL METER AND CONTROL BOX AS SHOWN IN DRAWINGS.

CT: CURRENT TRANSFORMER

WIRING CONCEALED IN UNDERGROUND

6.

DURING REQUIRED ELECTRICAL POWER CUT-OFF WORK.

PROVIDE TEMPORARY ELECTRICAL POWER INCLUDING TEMPORARY GENERATORS AND CABLE CONNECTIONS

LOADS WILL BE DESIGNATED BY CUSTOMER THRU COR.

MEDICAL REFRIGERATORS WITHOUT POWER OUTAGE DURING WORK PERIOD. THE MISSION ESSENTIAL ELECTRICAL

THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER TO MISSION ESSENTIAL ELECTRICAL LOADS SUCH AS

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

ATS OPERATING POSITION.

OR ALTERNATE/EMERGENCY POWER SOURCE AND COMPLETE ISOLATION OF ASSOCIATED ATS, INDEPENDENT OF

ATS SHALL HAVE BYPASS/ISOLATION SWITCH THAT SHALL PERMIT LOAD BY-PASS TO EITHER NORMAL/PREFERRED

SPECIFICATIONS FOR O&MA PROJECTS, AND SPECIFICATIONS.

ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, FIRE CODE, TECHNICAL STANDARD

ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE NATIONAL

WIRES IS INDICATED AS FOLLOW;

AND ONE (1)-#12AWG GROUND WIRE IN 16mm CONDUIT. A GREATER NUMBER OF

ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES TWO (2)-#12AWG WIRES

CONDUIT WHICH IS TO BE BONDED TO MAIN GROUNDING SYSTEM AT BOTH ENDS.

GROUNDING WIRE SHALL BE GREEN INSULATED COPPER WIRE IN RIGID GALVANIZED STEEL

NON-PCB TRANSFORMER CERTIFICATION FOR EACH TO BE INSTALLED TRANSFORMER

INSTALLED TRANSFORMER. NEW TRANSFORMER WILL BE INSTALLED AFTER COR’S APPROVAL FOR

SUBMIT TWO COPIES OF NON-PCB TRANSFORMER CERTIFICATION TO COR FOR EACH TO BE

BEFORE CONTRACTOR REPLACE/INSTALL ANY TRANSFORMER AT USAG DAEGU, CONTRACTOR SHALL

CAULKING MATERIAL SHALL BE VERIFIED BY F&ES OFFICE PRIOR TO CONSTRUCTION.

BOTH SIDE OF FIRE WALLS, FIRE-PARTITIONS, AND FIRE-RATED PIPE CHASE WALLS.

ALL PIPE PENETRATIONS SHALL BE SEALED WITH FIRE RATED CAULKING MATERIAL ON10.

11.

CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH AREA DPW. SIGNAL BRIGADE, CATV BEFORE

ATS SHALL BE ELECTRICALLY OPERATED AND MECHANICALLY HELD IN BOTH OPERATING POSITIONS.

10, UL 1008 AND UL 1066. ATS SHALL CONFORMED TO NFPA 110.

REQUIREMENTS OF IEEE C37.90.1, IEEE C37.13, IEEE C62.41, IEEE STD 602, NEMA ICS 1, NEMA ICS 2, NEMA ICS

ATS SHALL BE UL LISTED. ATS SHALL BE MANUFACTURED AND TESTED IN ACCORDANCE WITH APPLICABLE

ATS SHALL BE SUITABLE FOR USE IN EMERGENCY SYSTEMS AND/OR STANDBY SYSTEMS DESCRIBED IN NEPA 70.

NORMAL STARTING CURRENTS.

BE PROVIDED IN THE ATS TO INSURE THAT MOTOR/TRANSFORMER LOAD INRUSH CURRENTS DO NOT EXCEED

POWER OUTAGE, VOLTAGE SENSING DEVICE, MANUAL RETURN-TO-NORMAL SWITCH AND MEANS THAT SHALL

ATS SHALL BE FURNISHED WITH ALTERNATE OR EMERGENCY SOURCE MONITOR, TEST SWITCH TO SIMULATE NORMAL

YI, CHONG SON

ACCESSORIES WITH SPLICING WORK AS SHOWN IN DRAWINGS.

REPLACE EXISTING DETERIORATED FEEDER LINES AND WIRES INCLUDING CONDUITS, TRENCHES AND NECESSARY

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SIN, YS

SHEET OF

P-1

SCALE = 1:25

EXISTING PANEL BOARD "D"

EXISTING TRENCH

ATS

E2

EXISTING AND REMOVAL MECH. ROOM POWER PLAN

REMOVE EXISTING 208V, 4PST-1000A ATS

AND CONTROL PANEL

EXISTING DIGITAL METER

AND CONTROL PANEL

EXISTING DIGITAL METER

EXISTING SWITCH BOARD "MDP"

PIER #8

93-00509-4J D - 15 - 10

16 19

22 JAN 15

PLAN AND NEW MECH. ROOM POWER PLAN

EXISTING AND REMOVAL MECH. ROOM POWER

3P-600V-600A

ENCLOSED CIRCUIT BREAKER

REMOVE EXISTING

SEE

NEW ATS, 3PH-3P-208V-2000A,

- E3

S-1

EXISTING PANEL BOARD "D"

EXISTING CONTROL PANEL

FROM GENERATOR TO ATS

NEW 4SET OF 4W-500KCMIL "THW" IN 104MM RMC

ATS

FROM TRANSFORMER

3P-600V-600A

NEW ENCLOSED CIRCUIT BREAKER "C"

CIRCUIT BREAKER "C"

TRENCH FROM "MDP" TO NEW ENCLOSED

NEW 2SETS OF 4W-350KCMIL "THW" IN

P-2

SCALE = 1:25

NEW MECH. ROOM POWER PLAN

E2

300KW, 208V-60HZ

REMOVE EXISTING GENERATOR SET,

SEE NOTE 1 IN THIS SHEET

WITH NEW ENCLOSED CIRCUIT BREAKER "C"

RELOCATE DIGITAL METER AND RECONNECT CONTROL PANEL

EXISTING PANEL BOARDS

EXISTING PANEL BOARDS

AND NEW 6SET OF 4W-500KCMIL "THW" TO ATS

EXISTING 6SET OF 4W-500KCMIL "THW" FROM TRANSFORMER

TRANSFORMER TO ATS WITH SPLICING WORK BETWEEN

6SET OF 4W-500KCMIL "THW" IN EXISTING TRENCH FROM

EXISTING SWITCH BOARD "MDP"

NEW TRENCH CONNECT TO MAIN CIRCUIT BREAKER OF

NEW 6SET OF 4W-500KCIL "THW" AND 250KCMIL "G" IN

MANUFACTURE: SCHNEIDER ELECTRIC CO.

MODEL NO.: PM700 SERIES,

OF EXISTING "MDP"

INSTALL CT ON WIRES BETWEEN ATS AND MAIN CIRCUIT BREAKER

NEW DIGITAL METER WITH NEW 2000:5 CURRENT RATIO CT

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

E-2

- E3

S-1

- E3

P-1SEE AND

FROM NEW GENERATOR

YI, CHONG SON

WITH 5MM THK CHECK PATTERN STEEL PLATE COVER

NEW TRENCH, 600MM W X 450MM D

WITH 5MM THK CHECK PATTERN STEEL PLATE COVER

NEW TRENCH, 900MM W X 450MM D

D E S C R I P T I O N

E Q U I P M E N T S C H E D U L E

Q’ TY

NO.

ITEM

1 1

Q’ TY

NO.

ITEM

D E S C R I P T I O N

AS SHOWN

ELECTRICAL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SIN, YS

SHEET OF

4’ -11"

16’ -1" UP

E3-

P-1

POLE: 3 POLE

VOLTAGE RATING: 208VAC, 60HZ

AMPERE RATING: 2000 A

S-1

SCALE : NONEE3

EQUIPMENT SCHEDULE

FROM GENERATOR TO ATS

NEW 4SET OF 4W-500KCMIL "THW" IN 104MM RMC

NEW POWER PLAN

SCALE = 1:100

PIER #8

ELECTRICAL

D - 15 - 1093-00509-4J

22 JAN 15

EQUIPMENT SCHEDULE

NEW POWER PLAN AND

ATS

MH

1000KVA, 22.9KV-208 /120V

EXISTING PAD MOUNTED TYPE TRANSFORMER

EXISTING 6SET OF 4W-500KCMIL "THW" FROM TRANSFORMER

EXISTING MANHOLE

CIRCUIT BREAKER: 3P -2000A

DAY TANK : 300GAL FUEL, DUAL SUB-BASE TYPE

FREQUENCY : 60HZ

VOLTAGE: 3PHASE 4 WIRE 208V / 120V

PRIME RATING : 410KW / 569KVA

STANDBY RATING : 500KW / 625KVA

GENERATOR SET

SEE

NEW 500KW GENERATOR SET, 3PH-208V-60HZ,

MODEL NO. 500DFEK, MANUFACTURED BY CUMMINS CO. OR APPROVED EQUIVALENT

CHARGER, MUFFLER W/ FLEXIBLE TUBE LOAD TEST AND TANNING SERVICE

INTEGRAL SET-MOUNTED RADIATOR SYSTEM, BATTERIES, BATTERY RACKS AND

ENCLOSURE FOR OUTDOOR INSTALLATION, PERMANENT MAGNET GENERATOR,

PAD MOUNTED, DIESEL ENGINE, WEATHER-PROTECTIVE AND SOUND ATTENUATE

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

17 19 E-3

OR APPROVED EQUIVALENT

MODEL NO. PWRCMD BTPCC, MANUFACTURED BY CUMMINS CO.

OPERATOR, LOAD INRUSH CURRENT PROTECTION SYSTEM.

SIMULATION TEST SWITCH, VOLTAGE SENSING DEVICE, MANUAL

ALTERNATE OR EMERGENCY SOURCE MONITOR,

THERMOSTATICALLY CONTROLLED, INDICATING LIGHT,

EMERGENCY SOURCE, NEMA 1 ENCLOSURE, STAND-ALONE,

ALLOWS THE OPERATOR TO SELECT EITHER THE NORMAL OR

BYPASS/ISOLATING SWITCH, MANUAL BYPASS SWITCH MECHANISM

AUTOMATIC TRANSFER SWITCH

MODEL NO. POWER COMMAND CONTROL 3201 OR OR APPROVED EQUIVALENT

DISPLAY, GENERATOR SET MONITORING, SMART CONTROL SYSTEM

METERING, BATTERY MONITORING SYSTEM, DIGITAL ALARM AND STATUS MESSAGE

REGULATION WITH 3PHASE SENSING DIGITAL AC OUTPUT METER WITH ANALOG

- BATTERY OPERATION, DIGITAL ENGINE SPEED GOVERNING, DIGITAL VOLTAGE

GENERATOR CONTROLLER

- E3

S-1

LOCAL DPW APPROVAL.

CONTRACTOR SHALL DESIGNATE SPLCING POINT UNDER

NEW ATS.

WIRING FROM TRANSFORMER AND NEW WIRING FOR

SPLICE 6SET OF 4W-500KCMIL "THW" BETWEEN EXISTING

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SIN, YS

SHEET OF

93-00509-4J

22 JAN 15

PIER #8

EXISTING GENERATOR, 3PH-208V, 300KW

PANEL "MDP"

3P 3P 3P 3P 3P

200AT

3P 3P 3P 3P 3P 3P 3P 3P

2 3 4 5 6 7 8 9 10 11 12 13

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P

WHM

22.9KV-208 /120V, 1000KVA

EXISTING PAD MOUNTED TR,

G

G

6SET OF 4W-500 KCMIL IN 103MM CONDUIT

EXISTING UNDERGROUND SERVICE LINE,

EXISTING WATTHOUR METER

2500AF

2300AT

100AF

20AT

100AF 250AF

30AT

100AF

30AT

100AF 250AF 800AF

700AT

400AF

400AT

400AF

400AT20AT 200AT

100AF 100AF

60AT

100AF

20AT

100AF

20AT100AT

3P

30AT

100AF 100AF

20AT

250AF

150AT

400AF

400AT

400AF

400AT

400AF

400AT 40AT

100AF

30AT

100AF 100AF

20AT

100AF

20AT

BLDG

PUMP

FIRE

PLANT

WATER

BLDG

"C"

P/ N

EXISTING ATS, 3PH-208V, 1600A

BLDG

UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN

OUTDOOR

MECHANICAL ROOM, BLDG NO. 2630

OUTDOOR

E4-

S-1

SCALE: NONE

EXISTING POWER SINGLE LINE DIAGRM

EXISTING 3SET OF 4W-350 KCMIL IN TRENCH

4W-500 KCMIL IN 103MM CONDUIT

EXISTING UNDERGROUND LINE, 2SET OF

CLUB

SEAMENS DPW

EXISTING POWER SINGLE LINE DIAGRM

E-4

D - 15 - 10

EXISTING 3EA CTS, 5:3000

EXISTING MANHOLE

MH

YI, CHONG SON

18 19

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM

PANEL "MDP"

3P 3P 3P 3P 3P

200AT

3P 3P 3P 3P 3P 3P 3P 3P

2 3 4 5 6 7 8 9 10 11 12 13

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P

WHM

22.9KV-208 /120V, 1000KVA

EXISTING PAD MOUNTED TR,

G

G

6SET OF 4W-500 KCMIL IN 103MM CONDUIT

EXISTING UNDERGROUND SERVICE LINE,

EXISTING 3EA CTS, 5:3000

EXISTING WATTHOUR METER

2500AF

2300AT

100AF

20AT

100AF 250AF

30AT

100AF

30AT

100AF 250AF 800AF

700AT

400AF

400AT

400AF

400AT20AT 200AT

100AF 100AF

60AT

100AF

20AT

100AF

20AT100AT

3P

30AT

100AF 100AF

20AT

250AF

150AT

400AF

400AT

400AF

400AT

400AF

400AT 40AT

100AF

30AT

100AF 100AF

20AT

100AF

20AT

BLDG

PUMP

FIRE

PLANT

WATER

BLDG

"C"

P/ N

BLDG

UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN UNKNOWN

OUTDOOR

MECHANICAL ROOM, BLDG NO. 2630

OUTDOOR

E5-

S-1

SCALE: NONE

NEW POWER SINGLE LINE DIAGRM

AS SHOWN

ELECTRICAL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SIN, YS

SHEET OF

93-00509-4J

22 JAN 15

PIER #8

4W-500 KCMIL IN 103MM CONDUIT

EXISTING UNDERGROUND LINE, 2SET OF

NEW 2SET OF 4W-350 KCMIL IN TRENCH

AND TRENCH FROM GENERATOR TO ATS

NEW 4SET OF 4W-500KCMIL "THW" IN 104MM RMC

NEW GENERATOR, 3PH-208V, 500KW

NEW 1W-250KCMIL "G" FROM MDP TO NEW ATS

AND NEW 6SET OF 4W-500KCMIL "THW" TO ATS

EXISTING 6SET OF 4W-500KCMIL "THW" FROM TRANSFORMER

TRANSFORMER TO ATS WITH SPLICING WORK BETWEEN

NEW 6SET OF 4W-500KCMIL "THW" IN EXISTING TRENCH FROM

NEW ATS, 3PH-208V, 2000A

CLUB

SEAMENS DPW

NEW POWER SINGLE LINE DIAGRM

E-5

D - 15 - 10

MH

EXISTING MANHOLE

YI, CHONG SON

19 19

BLDG. S-2630

UPGRADE POWER BACKUP SYSTEM