H01._DRAWINGS.PDF

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G-001

DESCRIPTION OF DRAWINGS

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SHEET

GENERAL

S C H E D U L E O F D R A W I N G S

STATUS

REVISION

DESCRIPTION OF DRAWINGS

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FILE NAME

TITLE SHEET

GFEBS. NO. 95242, YONGSAN

FILE NAME

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MECHANICAL

2 OF 2 PROJECT LOCATION PLAN

4 OF 46 MECHANICAL DETAILS

C H

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95242G-001.DGN

95242G-002.DGN

95242M-001.DGN

95242MD101.DGN

95242MH101.DGN

95242M-501.DGN

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WITH NEW (2EA), B3702

REPLACE HEAT PUMP UNIT

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GENERAL NOTE, SCOPE OF WORK AND EQUIPMENT SCHEDULE

EXIST/REMOVAL H.V.A.C ENLARGED PARTIAL PLAN AND SITE PICTURES

EXIST/NEW H.V.A.C ENLARGED PARTIAL PLAN AND SECTIONS

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G-002

PYEONGTAEK

KUNSAN

L O C A T I O N M A P

NOT TO SCALE

KWANGJU

INCHON

S E A

W E S T

MUNSAN

DAEGU

CHINHAE

WAEGWAN

BUSAN

45 1

E A S T S E A

DAEJEON

OSAN 1

CHUNCHON

UIJONGBU

DONGDUCHEON

SEOUL

TONGYOUNG

MOKPO

POHANG

AREA II, YONGSAN

G2 NOT TO SCALE

N

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PROJECT LOCATION PLAN

THIS PROJECT

YS-N2

YS-N1

13,633,786.41' N 1,056,091.79' E Elev. 68.86'

13,634,403.76' N

1,056,125.06' E

Elev. 95.19'

13,636,212.56' N

1,054,323.85' E

Elev. 61.74'

ALPHA

2200 2300 2400 25002600

GREEN HOUSE

DI

VI

SI

ON

R O

A D

LODGE COMPLEX

DRAGON HILL

T-363

8 4

T411

SITE

MEMORIAL

3 4 3 4

SIGNS

X C O R P S B L V D .

loading arealoading arealoading area

TOWER

B O I L

E R

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Driving Range

GREEN

HOUSE

TOWER

K E P C

O

ACC

ACC

A M

M O

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O R

A G E

OIL

STORAGE

G A

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ACC

LORING VILLAGE

BLACK HAWK AREA

H-264

MUSEUM

G U

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T

W E

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81338

1488 1490

STREET

BATES

BOWMAN STREET

2079 2

SIGNAL

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EILER ST.

1531 1530

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245 244 246

T

2604 2

F L O R E S

STREET

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ITAEWONNO STREET

T106

Baseba ll

Field

BEARD STREET

21113

ECHO

ALLEN STREET

S

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CAMP STREET

15 1350

1407 1408

1370 14

ARMOR LOOP

150215

11 1519

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P-1-1

F A R R E L L

A V

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S176

S175

1619 1621

STREET

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1656 1655

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ELLSON STRRET

2 2308

1ST CORPS BLVD.

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149414

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01382

123112

2215 2322

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V

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PARADE GROUND

4 2

2475 2661

62474

24802480

UN BOULEVARD

23652361

23642364

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2386239

IT'AEWONNO STREET

CAVALRY DIVISION ROAD

1ST

S200

S

S273 Basketball

Court

PEDESTRIAN

OVERPASS

S

ROK WAR MEMORIAL

13,635,305.56' N

1,056,298.58' E Elev. 189.07'

13,635,725.01' N 1,054,417.36' E Elev. 61.80'

GAS

STATI

ON

X C O R P S B L V D .

BLDG

ROK

253127

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1ST MARINE DIVISION ROAD

4431 4433

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41664164

4156 4158

4160 4162

MOOR ST.

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AVENUE

GUARD

HOUSE

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STATION

PUMP

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LLERY

LOOP

4 7

A V

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7050 7

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04915

V A

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IS

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STATIONPUMP

#1

#2

#3

#4

IM

HOFF

T

ANKS

S-

Swimming Pool

S-360

4333 4336

S-500

T-502

43354332

44144411

A R

M Y

R O

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Soccer Field

IX CORPS B

LVD.

A R

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A D

T

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4216 4

01 4730

ROSE STREET

L A

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0 5

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W A

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83 7

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5107 5108

17 4419 4424

STREET

LYNDON

40354

A D

0 4726

4457 4458 IX

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S

BL

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T

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Multi - purposeCourts

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IA

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STREET

P A

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S-571

T5497 T5492

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K R Z

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K I H

IL

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T-109

T-108

T-1197

478 4771

#1

#2

#3

#4

73027052

T-371

S-226

S-3739

S

S

P O R T E R

233823362335 2337

23312330 23342333

765252

C

B

J2 ANNEX

GATE #19(was #20)

GATE #18(was #8B)

GATE #17(was #23)

GATE #15(was #43) GATE #2(was #5) GATE #3(was #7)

GATE #4(was #8)

GATE

#14

(wa s #

19)

GATE #13(was #17)

GATE #12(was #18)

GATE #11(was #39) GATE #10(was #38)

GATE #16(was #1)

GATE #1(was #10)

GATE #9(was #60)

GATE #8(was #37)

GATE #6(was #52) GATE #7(was 329)

GATE #5(was #12)

GATE #21(was #3)

GATE #20(was #2)

SKATEBOARD

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MINIATURE

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YONGSAN, KOREA

WITH NEW (2EA), B3702

PWO 95242, REPLACE 16TON HEAT PUMP UNIT

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M-001

GENERAL NOTE SCOPE OF WORK (MECHANICAL)

NOTE :

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SCOPE OF WORK (ELECTRICAL)

NOTE :

A. REPAIR/MAINTENANCE (K-WORK)

A. REPAIR/MAINTENANCE (K-WORK)

K I

QTYITEM D E S C R I P T I O N

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1. DISCONNECT AND RECONNECT POWER SUPPLY AND CONTROL LINE FOR NEW HEAT PUMP UNITS.

PACKAGED HEAT PUMP UNITHP

EQUIPMENT SCHEDULE

MFR. CARRIER MODEL NO. 50TCQD17 OR APPROVED EQUAL.

11. SALVAGEABLE MATERIALS SHALL BE RETURNED TO DPW.

OR PROTECTION TO KEEP THE ROOMS CLEAN DURING CONSTRUCTION.

10. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND/

ADDITIONAL COST TO THE U.S. GOVERNMENT.

DEMOLITION ACTIVITIES, AND THE LIKE SHALL BE DONE BY THE CONTRACTOR AT NO

9. DISPOSAL OF CONSTRUCTION DEBRIS, WASTE MATERIALS, MATERIALS RESULTING FROM

EQUIPMENT AND ELECTRICAL ITEMS.

NOT NECESSARILY LIMITED TO ITEMS SUCH AS WALLS, CEILING, ROOF, PIPE, DUCT,

AND FIRE ALARM SYSTEM AT NO ADDITIONAL COST TO THE GOVERNMENT, INCLUDING, BUT

OBSTRUCTIONS AS NECESSARY TO ALLOW FOR INSTALLATION AND REPLACEMENT OF MECHANICAL

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REINSTALLATION OF ALL

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

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

O & MA STANDARD TECHNICAL SPECIFICATIONS FOR MISCELLANEOUS PROJECTS, KOREA.

IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF DIVISION 22 & 23 - MECHANICAL.

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

MECHANICAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE U.S. GOVERNMENT.

PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED WHILE PERFORMING THE

5. FOR O & MA PROJECTS, KOREA, OCTOBER 1, 2003 DEPARTMENT OF THE ARMY FORM AS A

BY GOVERNMENT.

4. CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS FOR APPROVAL

FOR APPROAL.

ACCORDING TO ACTUAL FIELD CONDITIONS AND SUBMITTED TO THE CONTRACTING OFFICER

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

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

AS DIRECTED BY THE CONTRACTING OFFICER.

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

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

DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION OR RENOVATION.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITION AND

ACCORDANCE WITH MECHANICAL EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.

2. EXACT RATINGS AND SETTINGS OF ELECTRICAL EQUIPMENT AND DEVICES SHALL BE IN

UNIFIED FACILITIES CRITERIA AND CONTRACT SPECIFICATIONS.

NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE,

1. ALL ELECTRICAL WORK SHOULD BE DONE IN ACCORDANCE WITH THE CURRENT EDITIONS OF

MOTOR

FLA

CONDENSER FAN

ELECTRICAL RATING

RLA

COMPRESSOR

SETTING OA

ENTERING AIR TEMP.

TOTAL CAPACITY

SENSIBLE CAPACITY

COOLING COIL

MOTOR

CAPACITY

INDOOR FAN

: 1/4 HP, 208 V, 3 Ph, 60 Hz

: 1.5 x 3 EA

: 208 V, 3 Ph, 60 Hz

: 25 x 2 EA

: 1,300 CFM (25%)

: 65 °FWB

: 172,000 BTU/HR

: 180,000 BTU/HR

(756 RPM)

: 3.11 BHP, 208 V, 3 Ph, 60 Hz

: 5,250 CFM AT 249 Pa TSP

INDEFINITE DELIVERY INDEFINITE QUANTITY (MA IDIQ) DOCUMENT.

GENERAL CONSTRUCTION (INCLUDING NEW CONSTRUCTION WORK UNDER $750K) MULTIPLE AWARD

ENGINEER LICENSE AND SHOULD MEET OTHER REQUIREMENTS AS SPECIFIED ON KOREA-WIDE

3. FOR THIS PROJECT, THE PROJECT MANAGER SHOULD BE A FIRST CLASS BUILDING FACILITIES

WORKS PROPERLY.

2. PERFORM DUCT AIR LEAKAGE TEST (DALT) AFTER CONSTRUCTION TO VERIFY IF THE HVAC SYSTEM

SHOWN ON DRAWINGS.

STEEL FRAME SUPPORT, CONC. PAD, AND ALL ASSOCIATED ACCESSORIES, FOR HVAC SYSTEM AS

DAMPER, CONTROL LINE ASSOCIATED WITH EQUIPMENT REPLACEMENT, LINER, INSULATION,

1. REPLACE EXISTING PACKAGED HEAT PUMP UNIT (2EA), DUCT, FLEXIBLE CONNECTOR, VOLUME

ACCESSORIES. EER = 10.8. ETL LISTED.

REFRIGERANT R-410A, ALL NECESSARY SAFETIES & OPERATING

DIRECT DRIVEN PROFELLER TYPE CONDENSER FAN, LOW AMBIENT KITS,

HEATER, BELT DRIVEN FORWARD CURVED CENTRIFUGAL INDOOR FAN,

SCROLL COMPRESSOR FOR HEATING AND COOLING DUTY, ELECTRIC

A PRE PAINTED BAKED ENAMEL FINISHED GALVANIZED STEEL CABINET,

PACKAGED UNIT, FACTORY ASSEMBLED, BONDERIZED AND COATED WITH

A N

D E

Q U

IP

M E

N T S

C H

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U L E

G E

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C O

P E O

F W

O R

K S

BUILDING.

CONTRACTOR SHALL PROVIDE THE TEMPORARY COOLING OR HEATING SYSTEM TO THE ENTIRE

2. IF THE CONTRACTOR IS GOING TO CONSTRUCTION DURING THE COOLING/HEATING SEASON, THE

INSTALLED, HEAVY EQUIPMENT WILL BE REQUIRED TO TRANSPORT THE HEAT PUMP UNIT.)

(SINCE TRANSPORT EQUIPMENT IS NOT ACCESSIBLE THE PLACE WHERE THE HEAT PUMP UNIT IS

SERVICE CLEARANCE, EQUIPMENT PAD SIZE, INSTALLATION LOCATIONS, AND ADDITIONAL ITEMS.

1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS FOR NEW WORK SUCH AS EQUIPMENT &

Sheet of

MD101

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M2 SCALE = 1:50

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EXIST/REMOVAL H.V.A.C ENLARGED PARTIAL PLAN

ENLARGED PARTIAL "A" ENLARGED PARTIAL "B"

M2 NOT TO SCALE

SITE PICTURES2

HEAT PUMP - A HEAT PUMP - B AROUND THE HEAT PUMP B

P.O.C

P.O.C

EXISTING

SAFETY SWITCH

TO REMAIN

EXISTING

SAFETY SWITCH

TO REMAIN

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REPLACE EXISTING PACKAGED HEAT

PUMP UNIT, DUCT, FLEXIBLE CONNECTOR,

LINER, INSULATION, STEEL FRAME

SUPPORT, CONTROL LINE ASSOCIATED WITH

EQUIPMENT REPLACEMENT, CONC. PAD.

REPLACE EXISTING PACKAGED HEAT

PUMP UNIT, DUCT, FLEXIBLE CONNECTOR,

VOLUME DAMPER, LINER, INSULATION, STEEL

FRAME SUPPORT, CONTROL LINE ASSOCIATED

WITH EQUIPMENT REPLACEMENT, CONC. PAD.

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GRAPHIC SCALE

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G D

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A P

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G A

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MH101

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S

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G

Y O

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K O

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A

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A B

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P L

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F Y

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M3 SCALE = 1:50

ENLARGED PARTIAL "A" ENLARGED PARTIAL "B"

P.O.C

P.O.C

TO REMAIN

SAFETY SWITCH

EXISTING

TO REMAIN

SAFETY SWITCH

EXISTING

EXIST/NEW H.V.A.C ENLARGED PARTIAL PLAN

HEAT PUMP UNIT

NEW

HP

HEAT PUMP UNIT

NEW

HP

x

E

750x400(E)

750x500(E) x E

600x600(E)

SD

SD

DN

DN

UP

DN

N

A B

KEY PLAN

SCALE: 1:50

0 1000 2000

GRAPHIC SCALE

M3 SCALE = 1:50

S E C T I O N S

VD

600x600(E)

VD

500x750(E)500x750

600x600(E)

P.O.C

600x600

600x1000 x

HEAT PUMP UNIT

NEW

HP

P.O.C

HEAT PUMP UNIT

NEW

HP

P.O.C

700x1150 x x

1700x400(E)

600x1000

500x750

(TYP OF 2)

(SET AT 2,000 CFM)

VOLUME DAMPER

VD

(TYP OF 2)

(SET AT 2,000 CFM)

VOLUME DAMPER

(TYPICAL)

DUCT TURNING VANE

NEW CONC. PAD NEW CONC. PAD

(WEATHER PROOF PAINTED)

W/ STEEL LADDER

STEEL FRAME SUPPORT

(WEATHER PROOF PAINTED)

W/ STEEL LADDER

STEEL FRAME SUPPORT

P A

R T

IA

L P

L A

N A

N D S

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T

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N S

E X

IS

T /N

E W H .V .A .C E

N L

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G E

D

JECKET (TYPICAL)

25mm LINER AND METAL

NEW EXTERIOR DUCT W/

JECKET (TYPICAL)

25mm LINER AND METAL

NEW EXTERIOR DUCT W/

JECKET (TYPICAL)

25mm LINER AND METAL

NEW EXTERIOR DUCT W/

JECKET (TYPICAL)

25mm LINER AND METAL

NEW EXTERIOR DUCT W/

FIN. GRADE

150 150

SECTIONPLAN

N F S M

150150ACTUAL EQUIPMENT SIZE

AT EXPOSED EDGES

20mm CHAMFERS#4 @300 O.C.

50 CLR

CONC. PAD

150 150 150150ACTUAL EQUIPMENT SIZE

A C

T U

L

Q

U I

P M

E

Z E

EQUIPMENT UNIT

GRAVEL BASE

150mm THK.

Sheet of

D E

S C

R

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N

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2 3

C

4 5

A

B

M A

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NUMBER

IDENTIFICATION

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M-501

I

N T

S

K I

CONCRETE PAD DETAIL

WITH MANUFACTURER.

FINAL PAD SIZE SHALL BE CORDINATED

6" (150mm) LARGER THAN UNIT SIZE AND

ALL EQUIPMENT CONC PAD SIZE SHALL BE

NOTE :

M E

C H

A N

IC

A L D

E T

A

IL

S

Y O

N G

S A

N

K O

R E

A

A N

D A

IR

H

A N

D L

IN

G U

N

IT

B

R E

P L

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1 DUCT THRU WALL DUCT LINING

C

B

CC

B

E

B

A

E

R

22 GA

RUNNER TYPE 1

LARGE

SMALL 50

112.5

SINGLE VANE SCHEDULE

R

81.25

SP

MIN

F L

O W

OR

112.5

SP

SP

GA

R=50

SP=40

R

FLAT

SP

RUNNER TYPE 2

DUCT TURNING VANE DETAIL

GLASS DUCT

MAX(TYPICAL)

SCREEN 300 O.C.

BOLT OR

INLET AREA.

APPROXIMATES ELBOW

DOUBLE WALL VANES

FREE AREA BETWEEN

APPROVAL.

ACCEPTABLE ON DESIGNER

SIZES OR SPACINGS

USED. OTHER VANE

OTHER RUNNERS MAY BE

SEE NOTES ON FIG.2-4

20 TRAILING EDGE

SINGLE VANE WITH

LAPPED AND BUTTED CORNER

LINING

(TYPICAL 1,200 OR 1,500)

DUCT SECTION

(FASTENER)

PIN AND WASHER

FOLDED CORNER

ALTERNATE

UP TO 12.7 MPS

12.8 TO 30.5 MPS

VELOCITY

30575 100

DIMENSIONS

A B C

E

NOTE :

VERTICAL DUCT SUPPORT

BLOCK WALL

CONCRETE

WITH MASTIC

SEALED AIR-TIGHT

HEAVIER THAN DUCT,

METAL SLEEVE ONE GAUGE

DUCT (TYP)

AND FASTEN TO

ANCHOR TO WALL

STEEL ANGLE,

50MM RETAINING

& NUTS (TYPICAL)

6.25mm ANCHOR BOLTS

SHEET METAL DUCT

ON INSULATION OVER

ON FIBER GLASS DUCT OR

VAPOR BARRIER JACKET

ADHESIVE

TO BE COATED WITH

ALL TRANSVERSE EDGES

OR ZEE ATTACHED BY SCREWS, RIVETS OR WELDS.)

LEADING EDGE. (NOSING MAY BE FORMED ON DUCT OR BE CHANNEL

2. WHEN VELOCITY ABOVE 20.3 MPS USE METAL NOSING ON EVERY

APPROXIMATE.

1. MAXIMUM SPACING FOR FASTENERS ACTUAL INTERVALS ARE

RUNNER TO DUCT

OR WELD

BOLT, SCREW,

THE CENTER VANE.

TIE ROD THROUGH

1,000 FPM) OR RUN A

TO RUNNER (OVER

WELD EVERY 6TH VANE

M

D G

N

G

STEEL ANGLE BAR

32x32x3 THK

STEEL FRAME

STRUCTURAL

ATTACHED TO

ANGLE BAR TO BE

32x32x3 THK STEEL

STEEL ANGLE BAR

32x32x3 THK

NUTS (TYP)

10mm BOLTS & AIR DUCT

STEEL ANGLE BAR

32x32x3 THK

(TYP)

3mm FASTENER