Attachment 2-Drawings_H20-10054-2J.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

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 22 - 20

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

H20-10054-2J

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

C - 12

C - 23

LOCATION PLAN

CIVIL

CAMP CARROLL*

PROJECT NO. H20-10054-2J, CAMP CARROLL

AE0014

AE0025

SITE LAYOUT PLAN

WORK PLAN SPECIAL REQUIREMENTS

SITE EVERY TUESDAY THROUGH THURSDAY.

6. CONSTRUCTION MATERIALS CAN BE CARRIED INTO THE CONSTRUCTION

DRAWINGS AND DETAIL DRAWINGS FOR CONSTRUCTION.

5. THE CONTRACTOR SHALL SUBMIT AND GET APPROVAL OF SHOP

SOLICITATION PHASE IS ENCOURAGED.

AND THEREFORE, ATTENDANCE AT SITE SURVEY DURING THE

LAYOUT PLAN MAY CHANGE DEPENDING ON THE SITE CONDITIONS

4. THE CONTRACTOR SHALL CONSIDER THAT THE PROPOSED SITE

DESIGN PHASE.

CONCURRENT WORK SUCH AS DEMOLITION TO BE ONGOING DURING THE

DISCRETION. IT WILL BE UP TO THE GOVERNMENT WHO MAY ALLOW

TO COMMENCING CONSTRUCTION UNLESS OTHERWISE AT GOVERNMENT’S

ENGINEER WITH BILL OF MATERIAL AND QUANTITIES FOR APPROVAL PRIOR

DRAWINGS AND STRUCTURAL ANALYSIS BY REGISTERED AND CERTIFIED

THE PAC) AND 100% (THIRTY (30) CALENDAR DAYS AFTER THE PAC) STRUCTURAL

3. THE CONTRACTOR SHALL SUBMIT 50% (TWENTY (20) CALENDAR DAYS AFTER

EVALUATION STAGE.

DRAWING WILL BE REVIEWED FOR ITS ACCEPTABILITY DURING THE TECHNICAL

SUPPORT BRIGADE (CSB) INCLUDED WITH THEIR PROPOSAL. THE CONCEPT

SCOPE OF WORK TO DPW, AREA IV, DESIGN BRANCH VIA 411TH CONTRACTING

2. THE CONTRACTOR SHALL SUBMIT CONCEPT DRAWINGS, INCLUDING

IMPACT DESIGN AND CONSTRUCTION.

GET A CLEAR UNDERSTANDING OF THE SITE OVERVIEW WHICH COULD

SITE ORIENTATION CONDUCTED BY CONTRACTING OFFICE AND DPW TO

1. IT IS HIGHLY RECOMMENDED FOR THE CONTRACTOR TO ATTEND THE

CONSTRUCT PRE-ENGINEERED METAL LSA AT FOS

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

DATE: 13 JUN 22

ARCHITECTURAL

AE1016

AE2017

AE3018

AE4019

AE40210

AE40311

AE40412

AE40513

AE40614

AE50115

AE50216

AE50317

AE50418

AE60119

AE60220

AE60321

AE60422

AE60523

AE60624

SF10126

SF10227

SF10328

SF10429

S-30130

S-30231

S-30332

S-40133

S-50440

S-50339

S-50238

S-50137

S-40436

S-40335

S-40234

M - 141

M - 242

M - 343 GENERAL NOTES AND SCOPE OF WORK

M - 4

M - 545

M - 646

M - 747

M - 848

M - 949

M - 1050

M - 1151

M - 1252

E - 860

E - 759

E - 658

E - 557

E - 456

E - 355

E - 254

E - 153 LEGEND, NOTES AND SCOPE OF WORK

MECHANICAL

ELECTRICAL

1ST/2ND FLOOR PLAN & ROOF PLAN

ELEVATIONS

CROSS SECTIONS

EXTERIOR WALL SECTIONS

INTERIOR WALL SECTIONS

STAIR-1 SECTION

CEILING DETAILS-1

CEILING DETAILS-2

MISC DETAILS-1

MISC DETAILS-2

EXT/ INT FINISH SCHEDULE

SIGNAGE PLAN & SCHEDULE

SIGNAGE DETAILS

2ND FLOOR FRAMING PLAN

FOUNDATION AND GROUND PLAN

ROOF FRAMING PLAN

PURLIN LAYOUT & WIND LOAD DATA

CROSS SECTION-1

CROSS SECTION-2

CROSS SECTION-3

STAIR 1 & 2 PLANS

STAIR-1 ENLARGED SECTION

STAIR-2 ENLARGED SECTION

ENLARGED SECTION AT BASE

SLAB / BASE AND PIER DETAILS

STEEL CONNECTION DETAILS

FOUNDATION / PAD AND JOINT DETAILS

STAIR DETAILS

LEGEND AND ABBREVIATIONS

EQUIPMENT SCHEDULE

HVAC PIPING PLAN

HVAC DUCT PLAN

REFGERANT PIPING ISOMETRIC DIAGRAM

CONTROL DIAGRAM

DETAIL DRAWINGS - 1

DETAIL DRAWINGS - 2

FIRE PROTECTON PIPING PLAN

DETAIL DRAWINGS - 3

DETAIL DRAWINGS - 4

LIGHTING AND POWER PLAN

PANEL SCHEDULE "PA"AND "PB"

ELECTRICAL SITE PLAN

ABBREVIATIONS, MATERIAL INDICATIONS & SYMBOLS

SCOPE OF WORKS, STRUCTURAL GENERAL NOTES, GENERAL NOTES

1ST & 2ND FLOOR WALL SECTION & WALL PARTITION TYPE KEY PLANS

INTERIOR WALL PARTITION TYPE DETAILS-1

INTERIOR WALL PARTITION TYPE DETAILS-2

MATERIAL COLOR SCHEDULE, ROOF DETAILS (TYP)

DOOR/ WINDOW TYPES, SCHEDULE & HARDWARE SCHEDULE

DOOR/ WINDOW TYPES, SCHEDULE & HARDWARE SCHEDULE

GENERAL NOTES, DESIGN DATA AND TYPICAL DETAILS

HVAC POWER PLAN AND LIGHTING FIXTURE SCHEDULE

COMMUNICATION SYSTEM PLAN, ONE LINE DIAGRAM AND LIGHTNING PROTECTION SYSTEM PLAN

FIRE ALARM & MASS NOTIFICATION SYSTEM PLAN, ONE LINE DIAGRAM AND NOTES

POWER SINGLE LINE DIAGRAM AND PANEL SCHEDULE "MDP"

S-001

D

D600

D300

POND

POND

AIR VENT

TOP 493.74

A C

P

A V E

D

A C

P

A V E

D

A C

P

A V E

D

A C

P

A V E

D

A C

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D

A C

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A C

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R O

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A C

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D

UG/OT

5000GAL

P A T

H

M X

M

U N

D E

R G

R O

U N

D

DIRT ROAD

D600

W O

O D E

N

B R

ID

G E

D

CP

A D

A D

A D

D

D

D

A D

AC ROAD

A C

R

O A

D

AC ROAD

AC

ROAD

AC

ROAD

AC ROAD

A D

AC ROAD

A D

A D

A D

D

D

D

GREEN

TEE

TEE

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GREEN

BUNKER

B U

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BUNKER

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BUNKER

BUNKER

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BUNKER

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BUNKERTEE

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POND

CART S

ENSOR L

INE

C A

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S E

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IN

E

C A

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S E

N S

L I N

E

CART SENSOR LINE

C A

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IN

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BUNKER

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BUNKER

BUNKER

BUNKER

BUNKER

BUNKER

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N K E R

BUNKER

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C A

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IN

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C A

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BUNKER

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GREEN

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BUNKER

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CURRENT M

ND FENCE

A D

A D

BUNKER

A D

A D

A D

A D

A D

GREEN

THIS PROJECT

N

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

CAMP CARROLL*LOCATION PLAN

1 GRAPHIC SCALE

(IN METERS)

SCALE: 1 :2000

LOCATION PLAN

C-1

SEE SITE LAYOUT PLAN

SCALE : 1 / 2000

B

A C F T

M O

TO

R

P O

O L

B#

13 JUN 22

H20-10054-2J D - 22 - 20

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

1 59

SITE LAYOUT PLAN

C-2

CAMP CARROLL*

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

14.

13.

10.

11.

12.

15.

16.

SCOPE OF WORK

1.

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND

PROJECT.

THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE

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

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTORS

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEMS

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND

SCOPE OF WORK.

PROJECT.THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE CIVIL

INSTALLATION MANAGEMENT COMMAND" FORM AS A PART OF THIS

KOREA, REVISION1, 30 OCTOBER 2015, DEPARTMENT OF THE ARMY

AND "STANDARD TECHNICAL SPECIFICATIONS FOR O & MA PROJECT,

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT COMMAND"

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

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

GOVERNMENT.

LAY DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO

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

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

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

PRIOR TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

TRAFFIC AND OPERATIONS.

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

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

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

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS

PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

GENERAL NOTES:

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

SITE LAYOUT PLAN

#1 (CONSTRUCTION/ALTERATION)

N

SCALE : 1 / 250

GRAPHIC SCALE

(IN METERS)

SCALE: 1 : 250

C B

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E:430229.576 N:3989788.890

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8.

9.

6.

8.

9.

8.

8.

8.

9.

8.

8.

9.

7.

9.

9.

18 48 9.

8.

8.

9.

8.

8.

9.

9.

8.

8.

8.

9.

8.

8.

8.

8.

7.

9.

8.

7.

PI

LLAR

TOP

9.

EM

H

E

D

P V C

IN

V

7.

TOP

8.

CB

ECL

ST

ECL

PC

ECL

ECL

ECL

8.

8.

8.

8.

8.

D300PVC

B L D

G

METAL BUTLER TYPE LSA

ANCHOR BLOCKS.

FITTINGS AND NECESSARY ACCESSORIES, THRUST BLOCKS, AND

INCLUDING TAPPING SLEEVE, TAPPING VALVE, VALVE BOX, OTHER

INSTALL FIRE WATER LINE (D=150, PVC), POST INDICATOR VALVE

~ AC PAVED ~

~ AC PAVED ~

TEE

S

SEE THE SCOPE OF WORK

SEE REF. ARCH, DRAWINGS

NEW BUILDING, (ASSUMED)

PROJECT WORK LIMITS

(ASSUMED)

EXISTING WATER LINE,

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.

NOTES:

REQUIREMENT UNLESS OTHERWISED SPECIFIED.

ALL ITEMS SHALL MEET THE LOCAL KS/ U.S. ANSI, OMA SPEC, AWWA, UFC DESIGN CODE2.

3.

4.

1.

WITH THE GUIDANCE OF AMERICAN WATER WORKS ASSOCIATION (AWWA) C605.

INSTALLATION OF PVC PRESSURE PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE

AND DOWNSPOUT FLOWS.

SURFACE DRAIN SYSTEM SHALL BE PROVIDED PROPERLY TO CONTROL THE STORM WATER5.

6.

LOCATION OF POST INDICATOR VALVE SHALL BE MIN. 12.2 METER(40 FEET) FROM BUILDING.7.

TO BE REMOVED

EXISTING EARTH BERMS

REMOVED IN THE PROJECT LIMITS

AND BOULDERS TO BE

EXISTING TREES, SHRUBS,

FOR THE EXACT LOCATIONS AND SHALL DEVELOP THE APPROPRIATE PLAN.

ESTIMATE AND CONTRACTOR SHALL VERIFY THE SITE CONDITIONS AND DO THE CONFIRMATIONS

SITE SHOWN IS APPROXIMATE AND ONLY FOR REFERENCE OF THE DESIGN CONCEPT AND

SURFACE INLETS, AND ALL NECESSARY ITEMS REQUIRED FUNCTIONIZE THE SYSTEMS PROPERLY.

UTILITY LINES INCLUDE SUCH AS WATER, SEWER, STORM, DRAINAGE, DITCH, CATCH BASIN,

ALL UNDERGROUND/ABOVE GROUND UTILITY LINES SHALL BE RELOCATED AS REQUIRED. THE

(ASSUMED)

NEW CONCRETE SIDEWALK

H20-10054-2J

NOT IN CONTRACT

(ASSUMED)

NEW LATRINE BUILDING,

CBCB

CBCB

S

ST

ST

S T

S T

EXISTING CATCH BASIN

TEMPORARY BENCH MARK

EXISTING CONTOUR LINES

EXISTING SPOT ELEVATIONS

EXISTING IRRIGATION/VALVES

EXISTING BRICK PAVER

EXISTING WATER LINE (ASSUMED)

ITEMS TO BE REMOVED

LEGEND

O490.34

Wx

WV W

CB

EXISTING SEWER LINE (ASSUMED)S

EXISTING STORM LINE (ASSUMED)ST

DEMOLITION/REMOVAL NOTES

1.

INDICATED, UNLESS OTHERWISE NOTED.

ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT WORK LIMITS

I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

AND ROADWAYS SHALL BE USED AS DEMARCATIONS FOR THE PROJECT LIMITS,

REMOVAL WORK LIMITS SHOWN ARE APPROXIMATE, EXISTING GROUND FEATURES

REMOVED FROM THE SITE.

SHALL BE RETAINED AND/OR TRANSPLANTED, CLEARED, GRUBBED AND

ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTS NOT SPECIFICALLY SCHEDULED

LINES.

ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITY

EXISTING UTILITY LINES (WATER, SEWER, STORM DRAIN, AND ELEC LINES) SHOWN

SATISFACTION OF THE CONTRACTING OFFICER.

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO THE

CONTRACTOR SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR BETTER

DUE TO CONTRACTOR’S NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE

STRUCTURES AND/OR IMPROVEMENTS, SHOULD THESE ITEMS BECOME DAMAGED

BE MAINTAINED IN GOOD CONDITION TO RECEIVE THE PROPOSED UTILITIES,

ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED TO REMAIN SHALL

SOIL ON REMOVAL PLANS.

KOREA, USFK PAM 200-1. REFER TO DEMOLITION/DISPOSAL OF CONTAMINATED

ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING STANDARDS FOR

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE KOREAN

SEE ELECTRICAL DRAWINGS FOR THE ELECTRICAL ITEMS.

2.

3.

4.

5.

6.

7.

13 JUN 22

CURBS AND GUTTERS.

CONSTRUCT STORM DRAIN LINES AND SURFACE INLETS, MANHOLES

CONSTRUCT LANDSCAPING.

SOD WITH TOP SOIL AND SOLID SODDING.

PROVIDE EARTH WORKS.

REMOVE EXISTING PAVERS.

REMOVE EXISTING CONCRETE SURFACE INLETS.

1.

UTILITY LINES.

REROUTE/RELOCATE EXISTING UNDERGROUND AND ABOVEGROUND

2.

3.

4.

1.

REF. NO. C-2.

SEE GENERAL NOTES, DEMOLITION/ REMOVAL NOTES ON DRAWING

SEE NOTES ON DRAWING REF. NO. C-2.2.

#2 (REPAIR/MAINTENANCE)

#3 (GENERAL REQUIREMENTS)

5.

6.

GROUND COVERS.

REMOVE EXISTING TREES, SHRUBS, BOULDERS, EARTH BERMS AND

CONSTRUCT SIDEWALK, CONCRETE CURBS AND PAVEMENT.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPEC.

AND SODDING.

ALL UNPAVED AREAS WITHIN THE PROJECT WORK LIMITS SHALL BE COVERED WITH TOPSOIL

EXISTING FACILITY SUCH AS TENTS, AC UNITS AND OTHERS SHALL BE RELOCATED AS REQUIRED.

9.

EARTH WORK (CUT AND FILL) SHALL BE BALANCED IN ACCORDANCE WITH SITE CONDITIONS.

15.

1.5 METERS IN WIDTH.

SIDEWALK SHALL BE PORTLAND CEMENT CONCRETE, (T=100), BASE COURSE, (T=100), AND MIN.

AGENCY, DPW AND COR.

THE LANDSCAPING AND PLANTING PLAN SHALL BE REVIEWED, AND APPROVED BY USING

EXISTING PAVER INCLUDES ASPHALT, BRICK, PCC, SIDEWALK, CURB AND OTHERS.

DRAIN SYSTEM AT VALVE ROOM.

SEWER LINE, SEWER MANHOLE AND SURFACE CLEANOUT SHALL BE PROVIDED FOR FLOOR8.

10.

11.

12.

13.

14.

INSTALL SEWER LINES, SURFACE CLEANOUT, AND SEWER MANHOLE.2.

3.

4.

5.

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

D - 22 - 20

2 59

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

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:

EXTERIOR INSULATION CONTROL JOINT EICJ

FINNED TUBE RADIATORFTR

FCO FLOOR CLEAN OUT

SHD SOAP HOLDER

TYPE)

SOAP DISPENSER (LAVATORY MOUNTEDSD

ROOF TRUSS

SURFACE INLET SI

RIDGE VENT

RAW WATER

RIVET

REFRIGERATION TON

REPAIR

RETURN AIR REGISTER

LEVELLVL

DWELLINGDWEL

DWG(S) DRAWING(S)

CATALOGCAT

ASPHALT TIRE TILEATT

ACOUSTICAL WALL PANELAWP

SAWP SOUND ABSORPTION WALL PANEL

PAVEMENTPAV, PVMT

LFT LINEAR FEET

POUND LB

LIVE LOADLL

HARDENER HDR

GLAZED CERAMIC WALL TILEGCWT

EXTERIOR INSULATION & FINISH SYSTEM EIFS

DIVISIONDIV

DOWNSPOUTDS

CEMENT PLASTERCPL

ACOUSTICAL TILEACST

WATER LINE WL

AB

A/C

AD

ADH

ACS

AHR

ARCH

ALT

APPX

APPROX

AL

ADJ

AE

ASAP

ASTM

AUTO

ATC

ASPH

AIR EXTRACTOR

MATERIAL

AMERICAN SOCIETY FOR TESTING &

AUTOMATIC

AS SOON AS POSSIBLE

ACOUSTIC TILE CEILING

ASPHALT

ARCHITECTURE

APPROXIMATE

ALTERNATE

APPENDIX

AIR CONDITIONING

ANCHOR

ALUMINUM

ADHESIVE

ADJACENT

AREA DRAIN

ACCESS

AT

ANCHOR BOLT

BN BULL NOSE BLOCK

BS

BRK

BP

BOTH SIDES

BASE PLATE

BRICK

BARRACKSBKS

BOT

BLKG

BLDG(S)

BOTTOM

BUILDING(S)

BLOCKING

ACCESSORYACCESS

BC

BD

BARR

BOARD

BOTTOM CHORD

BARRIER

AP ACCESS PANEL

AVG

ASSY

AC

ASSEMBLY

AVERAGE

ASPHALTIC CONCRETE

CHECK VALVECV

CWB CAPILLARY WATER BARRIER

CEMENT BOARDCB

CH

CT

CAP

CEILING HEIGHT

CERAMIC TILE, COUNTER TOP

CAPACITY

CHAN

CD

CHANNEL

CEILING DIFFUSER

CTRJ

CUFT

CTG

CS

CUBIC FOOT

COATING, CUTTING

CONTRACTION JOINT

CRV

CPC

CORR

COR

CEMENT PLASTER CEILING

CURVE

CORNER

CORRIDOR

CONCRETE MASONRY UNITCMU

CONN

CONST

CONC

COL

CONSTANT

CONNECTION

COLUMN

CONCRETE

CMT

CFM

CLWR

CERAMIC MOSAIC TILE

CLEAR WIRE GLASS

CUBIC FEET PER MINUTE

CLG

CLKG

CLR

CL OR C

CLJ

CEILING, COOLING

COLOR, CLEAR

CAULKING

CONTROL JOINT

CENTER LINE

CI

CIP

CAST IRON

CAST IRON PIPE

CF

C TO C CENTER TO CENTER

COLUMN FOOTING

HEX

H/V

HORIZ

HR

HW

HDWD

HDBD

HTR

HZ

HP

HGT

HM

HDW

H

HB

GENL

GPM

DISC DISCONNECT

DBL DOUBLE

DST

DSGN

DOOR STOOP

DESIGN

HEXAGON

HORIZONTAL

HEATING AND VENTILATION

HOT WATER

HARDWOOD

HARD BOARD

HEATER

HORSE POWER

HERTZ

HOLLOW METAL

HEIGHT

HARDWARE

HOSE BIBB

HIGH, HEAD, HORIZONTAL

GENERAL

GALLON PER MINUTE

MFR

MM

MANUFACTURE

MILLIMETER

MO

MIRR

MB

MS

MASONRY OPENING

MIRROR

MACHINE BOLT

METAL SCREW

PERM

MISCELLANEOUSMISC

MTG

MT

MSCR

MOUNTING

METAL THRESHOLD

MACHINE SCREW

MEZZ

MIN

MET

METD

MEZZANINE

MINIMUM

METAL

METAL DOOR

MATERIALMATL

MC

MECH

MDL

MAX

MAGNETIC CONTACTOR

MECHANICAL

MIDDLE, MODULE

MAXIMUM

MACH

M & R

MPH

MACHINE

MAINTENANCE & REPAIR

MILES PER HOUR

PTN

PREFAB

PRF

PROJ

PLYWD

PNL

PH

PLAS

LPS

LTG

LT

LOWER PRESSURE SODIUM

LATCHING THRESHOLD

LIGHTING

LVG

LTY

LVD

LEAVING

LOUVERED DOOR

LAYOUT

LENGTHLG

LONG

LTC

LNTL

LATTICE

LONGITUDINAL

LINTEL

LAV

L

LAVATORY

LONG

PED

PDVN

PB

PIV

PC

P

OPNG

OUT

OD

OPTL

ORIG

O/H

OL

OC

KS

KW

KOREAN STANDARD

KILOWATT

JT

J

JOIST

JOINT

INCL

IN

INCLUDE

INCH

NFSM

OA

O TO O

NTS

NIC

NO OR #

PERMANENT

PARTITION

PREFABRICATED

PROOF

PROJECT

PANEL

PLYWOOD

PLASTER

PHASE

SCR

SDG SIDING

SHOWER CURTAIN ROD

SEL

SC

SCD

SELECTOR

SCALE

SCREEN DOOR

PEDESTAL

POWER DRIVEN

PUSH BUTTON

POST INDICATOR VALVE

POLE, PLATE, PAPER, PAINT

PILE CAP

OPENING

OUTSIDE DIAMETER

OUTLET

OPTIONAL

ORIGINAL

OVERLOAD

OVERHEAD

ON CENTER

THROUGH THRU

TECH

TYP

TW

TS

TYP

TV

TOT

T.O.S.

TH

TYPICAL

TECHNICAL

TILE WAINSCOT

TONS

TYPICAL

TOTAL

TURNING VANES

THERMOMETER

TOP OF STEEL

TEMP

THK

TEL

TC

T/B

STOR

STIFF

SCHED

SKD

SG

SYS

TEMPORARY, TEMPERATURE

THICKNESS

TERRA COTTA

TELEPHONE

TITLE BLOCK

STORAGE

STIFFENER

SINGLE KEYED DIFFERENT

SCHEDULE

SUPPLY AIR GRILLE

SYSTEM

NON FROST SUSCEPTIBLE MATERIAL

OVERALL

OUT TO OUT

NOT TO SCALE

NOT IN CONTRACT

NUMBER

SUSP

SW

STWY

STD

STRL

STL

STA

SS

SUSPENDED

SWITCH

STAIRWAY

STANDARD

STRUCTURAL

STEEL

STATION

STAINLESS STEEL

STEEL SHEET OR SERVICE SINK

BRKR BREAKER

CAST STEEL

DR

DP

DN

DL

DIM

DIA

DET(S)

DF

DIAG

DROP, DEW POINT

DOWN

DRAIN OR DOOR

DAYLIGHT, DRAIN LINE, DEAD LOAD,

DISTRIBUTION

DIMENSION

DIAGRAM

DIAMETER

DETAIL(S)

DRINKING FOUNTAIN

DESIGN PACKAGE

INSTL INSTALLATION

IDENT

IAW

INCAND

IS

INTR

INVT

IJ

INSUL

IDENTIFICATION

IN ACCORDANCE WITH

INCANDESCENT

INSECT SCREEN

INTERIOR

INVERT

ISOLATION JOINT

INSULATION

INL

ID

INLET

INSIDE DIAMETER

INDIRECT DRAIN

SN SERIAL NUMBER

SPECIFICATION(S)

SPACE HEATER

STROKES PER MINUTE

SPH

SPM

SPEC(S)

SHOULDER

SHOWER HEAD

SECTION

SADDLE

SECT

SH

SHLDR

SDL

UNDER GROUND UGND

UL

& AND

UNDERWRITERS LABORATORIES

TELECOMM

UNIF

UH

U

UR URINAL

"U" SHAPED STIRRUP

UNIT HEATER

UNIFORM

TELECOMMUNICATION

SLP

SIM

SLOPE

SIMILAR

V

VAC

VB

VOLT

VACUUM

VALVE BOX

VENT

VERT

VENTILATOR

VERTICAL

VOLUME

VESTIBULE

VOL

VEST

VARIES OR VARIABLE

VAPOR RETARDER VR

VCB

VAR

VINYL COVE BASE

WIND LOAD

WALL HYDRANT

WINDOW

WIDTH OR WOOD

WITH

WATER CLOSET

WOOD BASE

WAINSCOT

WC

WB

WD

WL

WH

WDO

W/

WA

WATER LINE OR WALL

WALL BOARD WLB

WELDED WIRE FABRIC

WEIGHT

WORKING POINT

WITHOUT

WIRE MESH

WF

WWF

WTR

WT

WP

W/O

WM

WALL FOOTING

WATER

GIRDER, GLASS

GENERATOR

GALVANIZE

(MATERIAL)

GRADE LINE

GALVANIZED STEEL SHEET

GLAZED WALL TILE

GYPSUM WALL BOARD

GALVANIZED STEEL PIPEGSP

GWB

GWT

GSS

GFM(M)

GEN

GND

GL

GALV

GAL

GA

G

GROUND

GALLON

GAGE

EVAPORATINGEVAP

DEGREE FAHRENHEIT

FLAT HEAD METAL SCREW

FEET PER MINUTE

FLAT HEAD WOOD SCREW

FISCAL YEAR

FIRE HYDRANT

FLOOR, FLASHING, FLUSH

FAR SIDE, FULL SIZE

FAN COIL UNIT

FINISH FLOOR, FACTORY FINISH

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

ET CETERA

ELECTRIC WATER COOLER

ELECTRICAL

EMERGENCY

FLUORESCENT

FLOOR DRAIN

FOUNDATION

FEDERAL, FAR EAST DISTRICT

FIRE DOOR

EACH WAY

FHWS

FRAMG

FEC

FE

FRZA

FF

FNSH

FY

FRAMING

FREEZER

FINISH

FT

FHMS

FPM

FCU

FXD

FXTR

FS

FR

FOOT

FIXED

FIXTURE

FRAME

FDR

FL

FHY

FED

FD

FDN

FAC FACTOR

FLUOR

EMER

EWC

EW

ETC

ELEC

EXTERIOR

ENCLOSURE

ELEVATION

ENGINEERING

EPOXY, EXPLOSION PROOF

EXHAUST

ESTIMATE

ENTRANCE

EXPANSION JOINT

EL OR ELEV

ENGRG

EXP JT

ENT

EXH

EP

EST

ENCL

EXST

EA

EXT

EXISTING

EACH

PL PLATE

QUANTITY

QUARRY TILE FLOOR

QUARRY TILE

RETURN AIR GRILLE

RAIL, RIGHT

RADIUS

RR

REINFORCED CONCRETE

RUBBER

REINFORCING BAR

RECEPTACLE

REINFORCED CONCRETE PIPE

REFERENCE

RECTANGULAR

RELOCATED

REPLACE

REVIEW, REVISE

ROOF DRAIN

RPR

ROOM

REQUIRED

REVOLUTIONS/ MINUTE

RT

RVT

RW

RV

ROUND HEAD METAL SCREW

ROUND HEAD WOOD SCREW

ROUGH OPENING

ROOF LINER

REINFORCEMENT

RETAINING

REFLECTED

REFRIGERATOR

REQ’D

REFR

REFL

RET

REINF

RO

RL

RHMS

RHWS

RPM

RD

RM

REV

RE-BAR

RELOC

REPL

RECT

REF

RCPT

RCP

RC

RBR

R

RG

QTF

QT

QTY

POUNDS/SQUARE FOOT

PROTECTION

PREMOLDED EXPANSION JOINT

PORTLAND CEMENT CONCRETE

POINT OF CONNECTION

PROVIDE

POUNDS/SQUARE INCH GAGE

POUNDS/SQUARE INCH

PRESSURE

POWER

PSF

PEJ

PROT

PROV

POC

PSIG

PCC

PRESS

PSI

PWR

CONT CONTINUOUS

CHEMICAL BIOLOGICAL & RADIOLOGICALCBR

CCA CONTAMINATION CONTROL AREA

SMLD SHELF METAL LIGHT DUTY

SND SANITARY NAPKIN AND TAMPON

DISPOSER

TTD TOILET TISSUE DISPENSER

E/S EYE SHOWER

URINAL SCREEN US

HS HAND SINK

PTD PAPER TOWEL DISPENSER

CONTRACTOR FURNISHED CONTRACTORCFCI

INSTALLED

GOVERNMENT FURNISHED CONTRACTORGFCI

INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT

INSTALLED

ALKYDAK

HIGH PERFORMANCE ARCHITECTURALHL

LATEX

INSTITUTIONAL LOW ODER/LOW VOC LATEXIL

HEAT RESISTANT ENAMEL

PP PIGMENTED POLYURETHANE

EGGSHELLE

F FLAT

SEMI-GLOSS S

SATIN, SELF-TAPPING ST

VTR VENT THROUGH ROOF

SKIM COAT OF PLASTERSCP

HIGH IMPACT WALL COVERINGHWC

CPT CARPET

FMF FLOOR MATS & FRAMES

GROUTGR

LC LAVATORY COUNTER TOP

PLASTIC LAMINATE

RCB RUBBER COVE BASE

RUBBER TILE

SST

VAPOR BARRIER

VINYL WALL COVERING VWC

VWCB VINYL WALL COVERING BORDER

GUTTER EXPANSION JOINTGEJ

CPT/T CARPET TILE

VINYL COMPOSITION TILE VCT

VT VINYL TILE

L

DISTR

DRAWING LIST

GOVERNMENT FURNISHED PROPERTY

HOUR

RAD

STC SOUND TRANSMISSION CLASS

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

L1W1

DOOR NUMBER

WINDOW & LOUVER NUMBER

ROOM NAME AND NUMBER

SCOPE OF WORK NUMBER

CONCRETE

GROUT & SAND

GRAVEL OR BASE MATERIAL

CONCRETE MASONRY UNIT(CMU)

WOOD, ROUGH

WOOD, FINISH

BRICK

GRANITE

REINFORCED CONCRETE

EARTH

GYPSUM BOARD

METAL, ROUGH

FIBERGLASS BATT INSULATION

PLYWOOD

RIGID INSULATION

CEMENT BOARD

SOLID SURFACE MATERIAL

OFFICE

MATERIAL INDICATIONS AND SYMBOLS

CAMP CARROLL*

MATERIAL INDICATIONS & SYMBOLS

ABBREVIATIONS

AE001

YI, TONG KI

H20-10054-2J

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

13 JUN 22

D - 22 - 20

3 59

KIM, CHI SOP

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:

GENERAL NOTESSCOPE OF WORK

CONSTRUCT REINFORCED CONCRETE FOUNDATION AND STEEL STRUCTURE BUILDING

RAIN GUTTER, DOWNSPOUT AND WALL INSULATION PANEL SYSTEM WITH NECESSARY ACCESSORIES

INSTALL STANDING SEAM METAL ROOF SYSTEM, ROOF INSULATION PANEL, FASIA AND SOFFIT, INSTALL CANOPY FOR 1ST FLOOR ENTRANCE.

INSTALL CONCRETE STOOP FOR 1ST FLOOR ENTRANCE.

INSTALL EXTERIOR STEEL STRUCTURE TYPE STAIRWAY AND STAIR GUARD RAIL.

BOARD WITH NECESSARY ACCESSORIES.

INSTALL PARTITION WALL WITH METAL STUD, BLANKET INSULATION, GYPSUM

INSTALL DOOR AND DOOR FRAME WITH DOOR HARDWARE.

INSTALL ALUMINUM WINDOW, BLIND AND OAK WINDOW SILL.

INSTALL CEILING SUSPENSION SYSTEM WITH ACOUSTICAL CEILING TILE.

INSTALL CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD FINISH.

PAINT INTERIOR SURFACE.

INSTALL STAIR RUBBER FLOORING.

INSTALL VINYL COMPOSITION TILE AND VINYL BASE.

INSTALL EPOXY FINISH FLOORING.

INSTALL BUILDING SIGNAGE AND ROOM SIGNAGE.

1.

2.

3.

THE CONTRACTING OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF

CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING

CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL

SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND

LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES

THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS,

4.

5.

6.

7.

SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.

THE CONTRACTOR SHALL PERFORM ALL WORKS IN ACCORDANCE WITH USACE

FOR APPROVAL TO THE CONTRACTING OFFICER

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS

CONTAINMENT AND CLEAN-UP SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EFFORT AND RENDER THE SITE CLEAN. ALL COSTS INCURRED FOR SPILL

CLEAN-UP THE SPILL. THE CONTRACTING OFFICER SHALL OVERSEE THE CLEAN-UP

OFFICER AND UTILIZE APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY

DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED

CONTRACTING OFFICER AND USER.

THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

10.

8.

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

DRAWINGS FOR ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE

MANUFACTURER’S INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP

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

9.

WORK.

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

TELEPHONE AND FIRE ALARM SYSTEM COORDINATION OF THIS WORK MUST

THE INSTALLATION AND REPLACEMENT OF MECHANICAL, ELECTRICAL,

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

CONTRACT.

ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE

THE ARMY INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE" FORM

DRAWINGS FOR O&MA PROJECTS, KOREA, NOVEMBER 30, 2015, DEPARTMENT OF

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

CONSTRUCTION / ALTERATION : L - WORK

OCCUR, THEY SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTING OFFICER.

CONFLICTS OF DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS

1. ALL DIMENSIONS SHALL BE VERIFIED AGAINST ARCHITECTURAL DRAWINGS. IF ANY

AND LOUVERS.

AND SIZES OF THE SLAB OPENINGS AND WALL OPENINGS FOR DOORS, WINDOWS

2. REFER TO ARCHITECTURAL / MECHANICAL DRAWINGS FOR THE EXACT LOCATIONS

3. STRUCTURAL DESIGN FOR BUILDING IS BASED ON UFC 1-200-01.

WITH NO ADDITIONAL COST TO THE GOVERNMENT.

SHALL BE SPECIFIED ON THE SHOP DRAWING AND PROVIDED BY CONTRACTOR

THE INSTALLATION OF NON-STRUCTURAL MATERIALS, EQUIPMENT OR COMPONENT

4. SECONDARY STRUCTURAL MEMBERS NOT SHOWN ON THE CONTRACT DRAWING FOR

A. CONCRETE

STANDARDS (ACI 318, ACI 301 ETC.)

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL CONFORM TO ACI

TO AN AMPLITUDE OF 6mm(MINIMUM).

SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED

2. CLEAN AND ROUGH JOINT SHALL REFER TO A CONCRETE TO CONCRETE CONTACT

OTHERWISE NOTED.

3. CHAMFER ALL EXPOSED EDGES OF CAST-IN-PLACE CONCRETE 19mm UNLESS

ACI-318M-14.

4. REINFORCING BAR LAP SPLICES SHALL USE "B" SPLICE IN ACCORDANCE WITH

OFFICER.

5. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE CONTRACTING

CLOSED STIRRUP.

6. ALL THE STIRRUP FOR PERIMETER GRADE, FLOOR, AND ROOF BEAMS SHALL BE

B. STRUCTURAL STEEL

WITH AISC 14TH EDITION.

1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE

STANDARD ROUND HOLES UNLESS OTHERWISE NOTED.

2. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS WITH

- STEEL CONSTRUCTION: STRUCTURAL STEEL, WELDING...

- CONC. CONSTRUCTION: REINFORCING STEEL, ANCHORS, FRESH CONC.,

DESIGN MIX, CONC. PLACEMENT, CURING CONDITION,

CONC. STRENGTH, FORMWORK...

C. SPECIAL INSPECTION

REPORTS OF THE SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT.

INCLUDING PROCEDURES AND CRITERIA. THE INSPECTING AGENCY MUST PROVIDE

NOT LIMITED. REFER TO SECTION 1705, IBC 2015 FOR MORE INFORMATION

INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW, BUT

1. THE CONTRACTOR MUST EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM

THE SPECIAL INSPECTION.

2. REFER TO SPECIFICATION 01 45 35 FOR THE DETAILED PROCESS OF

D. STRUCTURAL BACKFILL

STRUCTURAL BACKFILL.

0.5 METERS. THE OVER-EXCAVATED SOIL SHALL THEN BE REPLACED WITH COMPACTED

1. THE SUBGRADE BENEATH THE BOTTOM OF THE FOOTINGS SHALL BE OVER-EXCAVATED

AE002

STRUCTURAL GENERAL NOTES

GENERAL NOTES

STRUCTURAL GENERAL NOTES

SCOPE OF WORKS

CAMP CARROLL*

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

3. ANTICORROSION PAINT SHALL BE APPLIED TO THE STRUCTURAL MEMBER.

BRACES SHALL BE PROTECTED WITH SPRAY-ON 1-HOUR RESISTANCE RATING.

4. ALL STEEL MEMBERS INCLUDING STEEL ROOF DECK, BEAMS, COLUMNS, PURLINS(P),

13 JUN 22

D - 22 - 20

4 59

KIM, CHI SOP

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:3

ROOF PLAN

SCALE: 1/100

24400

23100650 650

P

E R

R O

O F S

L O

P E

P

E R

R O

O F S

L O

P E

GUTTER SLOPE

1 PER 200

GUTTER EXPANSION JOINT

WALL(BELOW)

DASHED LINE FOR

GUTTER SLOPE

1 PER 200

DS GEJ

AE503

C

B

A

1 2 3 4 5

METAL ROOFING

STANDING SEAM

DS DSGEJ

DS GEJ DS DSGEJ

UP

UP

DN

23100 23100

6100 6600 6200 3500 6100 6600 6200 3500

1ST FLOOR PLAN

SCALE: 1/100

2ND FLOOR PLAN

SCALE: 1/100

2200 1200 2700 270012002700 2700 1200 2150

VEST-1

ROOM

VALVE

GROUP-4

COMMAND

112111110

GROUP-1

COMMAND

ROOM

DAY

OFFICER-12

FEMALE-12

MALE-12

MALE-10

MALE-10

VEST-2

VEST-3

STAIR-1

GROUP-2

COMMAND

GROUP-3

COMMAND

0 3

6100 6600 6200 3500

1000400

10001000

1000600

10001200 1000

1000 1200

1000 1000

1000 1200700

6100 6600 6200

2500 1200 2400 270012002700 2400 12001000 1200 6001200

50010001000

1150300

2700 1200 2700 2150120027002200 1200 2700

MALE-10

MALE-12

MALE-6

ROOM

DAY

VEST

STAIR-1

MALE-10

MALE-12

MALE-10

W1 W1 W1 W1 W1 W1 W1

W3

W2W2W2 W2W2W2

W2W2W2 W2 W2

W2

W2

1 2 3 4 5

1000600

600 700

350350

C

B

A

350350

3500 350350

1 2 3 4 5

C

B

A 3

295066006350 1350 1650

3200 3100 3550

DN

150150

D4

D9

D4

D9

D3 D3 D3

D3

D2

D1 D7

D6

D5 D5

D8

D7

D6

D8

CAMP CARROLL*

1ST/2ND FLOOR PLAN & ROOF PLAN

AE101

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

N N

N

13 JUN 22

D - 22 - 20

5 59

KIM, CHI SOP

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

1 2 3 4 5 A B C

ELEVATION-1

SCALE: 1/100

ELEVATION-2

SCALE: 1/100

ROOF PANEL SYSTEM

SSR 400

METAL GUTTER (TYP)

PROTECTED

DOWNSPOUT (TYP)

PROTECTED METAL

BLOCK (TYP)

CONC SPLASH

AL SLIDING WINDOW (TYP)

INSULATED/ LAMINATED

(TYP)

GUARDRAIL

SST HANDRAIL&

STL STAIR W/

METAL DOOR (TYP)

THERMAL INSULATED

METAL CANOPY

STANDING SEAM

METAL GUTTER (TYP)

PROTECTED

DOWNSPOUT (TYP)

PROTECTED METAL

BLOCK (TYP)

CONC SPLASH

(TYP)

STL COLUMN

PAINT 150x150

1ST FL

2ND FL

1ST FL

2ND FL

ROOF PANEL SYSTEM

SSR 400

ABC 12345

ELEVATION-3

SCALE: 1/100

ELEVATION-4

SCALE: 1/100

(TYP)

& STL COLUMN

STL PLATFORM

CONC STOOP (TYP)

-TYP

(SEE ELEC DWG)

LIGHTING FIXTURES

(TYP)

METAL CANOPY

STANDING SEAM

11 TREADS @ 280

11 TREADS @ 280

T

R E

A

T

R E

A

(TYP)

STL COLUMN

PAINT 150x150

& GUARDRAIL (TYP)

W/ SST HANDRAIL

STL STAIR

1ST FL

2ND FL

1ST FL

2ND FL

ROOF PANEL SYSTEM

SSR 400

ROOF PANEL SYSTEM

SSR 400

(TYP)

INSULATION PANEL

(TYP)

INSULATION PANEL

AE201

CAMP CARROLL*

ELEVATIONS

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

6 59

KIM, CHI SOP

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:

CAMP CARROLL*

CBA

GROUP-2

COMMAND

MALE-10

ROOM

DAY

MALE-10

CROSS SECTION

SCALE: 1/100

0 2ND FL

1ST FL

POINT

WORKING

1 2 3 4 5

ROOM

VALVE

GROUP-4

COMMAND

ROOM

DAY

OFFICER-12

FEMALE-12

MALE-10

MALE-12

MALE-6

ROOM

DAY

CROSS SECTION

SCALE: 1/100

ROOM

VALVE

0 2ND FL

1ST FL

POINT

WORKING

ROOF PANEL SYSTEM

SSR 400

METAL CANOPY

PROTECTED

DOWNSPOUT (TYP)

PROTECTED METAL

(TYP)

METAL GUTTER

PROTECTED

ROOF PANEL SYSTEM

SSR 400

ON GIRTH

INSULATION PANEL

ON GIRTH

INSULATION PANEL

CROSS SECTIONS

AE301

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

7 59

KIM, CHI SOP

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:

CAMP CARROLL*

AE401

AE403

1C

1A

AE403

1A

AE403

1B

AE403

1A

AE403

1B

AE403

1C

1C

1B

6A

1A1A1A

1B

2B

1A

2C 2C

1A

2C 2C

8A

9A

2A

3A

5A

7A

2C 2C

6B

4A

10A

AE402

1A

AE403

1B

AE402

1A

AE403

1B

AE403

1C

VEST-1

ROOM

VALVE

GROUP-4

COMMAND

112111110

GROUP-1

COMMAND

ROOM

DAY

OFFICER-12

FEMALE-12

MALE-12

MALE-10

MALE-10

VEST-2

VEST-3

STAIR-1

GROUP-2

COMMAND

GROUP-3

COMMAND

MALE-10

MALE-12

MALE-6

ROOM

DAY

VEST

STAIR-1

MALE-10

MALE-12

MALE-10

SCALE: 1/100

1ST FLOOR WALL SECTION & PARTITION TYPE KEY PLAN

SCALE: 1/100

2ND FLOOR WALL SECTION & PARTITION TYPE KEY PLAN

STC 50

LEGEND

0 1000 2000 4000mm

SCALE: 1:100

WALL PARTITION TYPE KEY PLANS

1ST & 2ND FLOOR WALL SECTION &

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

8 59

KIM, CHI SOP

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:

CAMP CARROLL*

AE402

EXTERIOR WALL SECTIONS

ROOF PANEL SYSTEM

SSR 400

@400 OC.(MAX)-TYP

ON 92 MET STUD

15 THK TYPE"X" GWB

C

0 2ND FL

1ST FL

POINT

WORKING

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

DOWNSPOUT (TYP)

PROTECTED METAL

DOWNSPOUT

PROTECTED METAL

MALE-12

MALE-12

MALE-10

C L

G H

G T

C L

G H

G T

(TYP)

W/INSECT SCREEN

INSULATED AL WINDOW

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

A

1000 1000

FEMALE-12

VEST-2

C L

G H

G T

C L

G H

G T

SCHEDULE

FINISH PER

METAL DOOR

THERMAL INSULATED

(TYP)

MINI BLIND

1200 350

SLOPE

W.P W.P

W.P

SCHEDULE

FINISH PER

FEMALE-12

MALE-10

(TYP)

ON GIRTH

SANDWICH PANEL

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

@400 OC.(MAX)-TYP

ON 92 MET STUD

15 THK TYPE"X" GWB

2ND FL

1ST FL

POINT

WORKING

POINT

WORKING

C L

G H

G T

C L

G H

G T

ROOF PANEL SYSTEM

SSR 400

1/30

EXTERIOR WALL SECTIONS

SCALE:

1B1A

1C

0 300 600 1200mm

SCALE: 1:30

W/ INSULATION (TYP)

INSULATION PANEL ON GIRTH

(TYP)

W/ INSULATION

ON GIRTH

INSULATION PANEL

AE402

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

9 59

KIM, CHI SOP

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:

CAMP CARROLL*

AE403

B

MALE-10

V A

R

FEMALE-12

MALE-10

MALE-10

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

BATT INSUL

W/ GLASS FIBER

@ 400 OC (MAX)

ON 92 MET STUD

TYPE "X" GWB

PAINT 2-PLY 15 THK

2ND FL

1ST FL

ROOM

VALVE

MALE-10

B

V A

R

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

2ND FL

1ST FL

MALE-10

ROOM

DAY

SCHEDULE

FINISH PER

CONC SLAB

PAINT ON

BATT INSUL

W/ GLASS FIBER

@ 600 OC (MAX)

ON 152 MET STUD

TYPE "X" GWB

PAINT 2-PLY 15THK

@ 600 OC (MAX)

ON 64 MET STUD

TYPE "X" GWB

2-PLY 15 THK

GROUP-1

COMMAND

GROUP-2

COMMAND

MALE-12

MALE-6

ROOM

DAY

3 4

OFFICER-12

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

W/ GLASS FIBER BATT INSUL

@ 400 OC (MAX)

ON 92 MET STUD

TYPE "X" GWB

PAINT 2-PLY 15THK

C L

G H

G T

C L

G H

G T

C L

G H

G T

C L

G H

G T

V A

R

V A

R

V A

R

2ND FL

C L

G H

G T

C L

G H

G T

V A

R

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

W/ GLASS FIBER BATT INSUL

@ 400 OC (MAX)

ON 92 MET STUD

TYPE "X" GWB

PAINT 2-PLY 15 THK

-TYP

@ 600 OC (MAX)

ON 64 MET STUD

TYPE "X" GWB

2-PLY 15THK

SCHEDULE

FINISH PER

W/ GLASS FIBER BATT INSUL

@ 400 OC (MAX)

ON 152 MET STUD

TYPE "X" GWB

PAINT 2-PLY 15THK

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

@ 400 OC (MAX)

ON 92 MET STUD

PAINT 15 THK TYPE "X" GWB

END OF GWB

MATERIAL

FIRE STOPPING

MATERIAL

FIRE STOPPING

@ 1200 OC (MAX)

W/ STUD BRACING

@ 600 (MAX)

ON 64 MET STUD

15 THK TYPE "X" GWB

25 THK TYPE "X" GWB

ROOF PANEL SYSTEM

SSR 400

ROOF PANEL SYSTEM

SSR 400

1/30

SCALE:

1A 1B 1C

AE403

INTERIOR WALL SECTIONS

INTERIOR WALL SECTIONS

0 300 600 1200mm

SCALE: 1:30

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

10 59

KIM, CHI SOP

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:

AE404

VEST-1

STAIR-1

A B

0 2ND FL

1ST FL

POINT

WORKING

DOWNSPOUT (TYP)

PROTECTED METAL

SCHEDULE

FINISH PER

W.P

ROOM

DAY

VEST

ROOM

VALVE

CEMENT MORTAR

RT ON

(TYP)

W/ INSULATION

ON GIRTH

SANDWICH PANEL

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

R

IS

E R

S

R

IS

E R

S

C L

G H

G T

C L

G H

G T

PIPE HANDRAIL (TYP)

PAINT 38 DIA STL

SCHEDULE

FINISH PER

SCHEDULE

FINISH PER

1HR FIRE RATED WALL

SCHEDULE

FINISH PER

@400 OC.(MAX)

ON 203 MET STUD

PAINT 15 THK TYPE "X" GWB

@400 OC.(MAX)

ON 152 MET STUD

PAINT 15 THK TYPE "X" GWB

1HR FIRE RATED WALL

DOWNSPOUT

PROTECTED METAL

1/30

STAIR-1 SECTION1

SCALE:

ROOF PANEL SYSTEM

SSR 400

PIPE GUARDRAIL (TYP)

PAINT 38 DIA STL

@400 OC.(MAX)-TYP

ON 92 MET STUD

15 THK TYPE "X" GWB

0 300 600 1200mm

SCALE: 1:30

STAIR-1 SECTION

AE404

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

11 59

KIM, CHI SOP

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:

AE405

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

STC

RATING

REMARK/

NOTES

FIRE

RATING (HR)

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

TOP

BOTTOM

PLAN

SEE FINISH SCHEDULE FOR CEILING

PER SCHEDULE

MET STUDS

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

(TYP)

SEE FINISH SCHEDULE FOR FLOOR

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

1A 92 _400 50

1B 152 _400 50

1C 203 _400 50

2A 203 _400

END OF GWB

TOP

BOTTOM

PLAN

(TYP)

SEE FINISH SCHEDULE FOR FLOOR

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

SEE FINISH SCHEDULE FOR CEILING

PER SCHEDULE

MET STUDS

SEALANT (TYP)

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

2B 152 _400

2C 92 _400

3A UL-263/DESIGN NO W49492 1600

TOP

BOTTOM

PLAN

SEE FINISH SCHEDULE

SCHEDULE

MET STUDS PER

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

FOR FLOOR (TYP)

SEE FINISH SCHEDULE

(UL SYSTEM NO HW-D-0046)

FIRE SEALANT

PAINT 15 THK TYPE "X" GWB

(UL SYSTEM NO BW-S-0002)-TYP

FIRE SEALANT

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

4A_

TOP

BOTTOM

PLAN

SEE FINISH SCHEDULE FOR CEILING

PER SCHEDULE

MET STUDS

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

(TYP)

SEE FINISH SCHEDULE FOR FLOOR

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

(UL SYSTEM NO BW-S-0002)-TYP

FIRE SEALANT

(UL SYSTEM NO HW-D-0046)

FIRE SEALANT

600 1

SCALE :

1/10

PARTITION TYPE 1

SCALE :

1/10

PARTITION TYPE 2

SCALE :

1/10

PARTITION TYPE 3

SCALE :

1/10

PARTITION TYPE 4

AE401AE401AE401AE401

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

STC

RATING

REMARK/

NOTES

FIRE

RATING (HR)

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

MATERIAL

FIRE STOPPING

TOP

BOTTOM

PLAN

SEE FINISH SCHEDULE

PER SCHEDULE

MET STUDS

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

FOR FLOOR (TYP)

SEE FINISH SCHEDULE

(UL SYSTEM NO BW-S-0002)-TYP

FIRE SEALANT

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

ANCHOR TO ROOF DECK

CONT STUD RUNNERHW-D-0046)-TYP

(UL SYSTEM NO

FIRE SEALANT

TOP

BOTTOM

PLAN

SEE FINISH SCHEDULE FOR CEILING

PER SCHEDULE

MET STUDS

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

(TYP)

SEE FINISH SCHEDULE FOR FLOOR

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

5A 92 600 50

ANCHOR TO ROOF DECK

CONT STUD RUNNER

PAINT 15 THK TYPE "X" GWB

MATERIAL

FIRE STOPPING

HW-D-0046)-TYP

(UL SYSTEM NO

FIRE SEALANT

UL-263/DESIGN NO W4941

TOP

BOTTOM

PLAN

SEE FINISH SCHEDULE FOR CEILING

PER SCHEDULE

MET STUDS

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

(TYP)

SEE FINISH SCHEDULE FOR FLOOR

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

ANCHOR TO ROOF DECK

CONT STUD RUNNER

6A 152 _400 50

6B 92 _400 50

MATERIAL

STOPPING

(UL SYSTEM NO BW-S-0002)-TYP

FIRE SEALANT

(UL SYSTEM NO BW-S-0002)-TYP

FIRE SEALANT

UL-263/DESIGN NO W49492 1600

_7A

SCALE :

1/10

PARTITION TYPE 5

SCALE :

1/10

PARTITION TYPE 6

SCALE :

1/10

PARTITION TYPE 7

AE401 AE401 AE401

2001000 400mm

SCALE: 1:10

DETAILS-1

INTERIOR WALL PARTITION TYPE

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

12 59

KIM, CHI SOP

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:

AE406

TOP

BOTTOM

PLAN

DUCT SPACE

NO BW-S-0002)

(UL SYSTEM

FIRE SEALANT

HW-D-0046)

(UL SYSTEM NO

FIRE STOPPING MATERIAL

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

STC

RATING

REMARK/

NOTES

FIRE

RATING (HR)

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

8A I-64 1600 50 9A I-64 600 10A 152 400

PARTITION

TYPE

STUD

SIZE

STUD

SPACING

FIRE

RATING (HR)

STC

RATING

REMARK/

NOTES

MATERIAL

FIRE STOPPING

ANCHOR TO ROOF DECK

CONT STUD RUNNER

(UL SYSTEM NO HW-D-0046)-TYP

FIRE SEALANT

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

TOP

BOTTOM

PLAN

DUCT SPACE

NO BW-S-0002)

(UL SYSTEM

FIRE SEALANT

HW-D-0046)

(UL SYSTEM NO

FIRE STOPPING MATERIAL

MATERIAL

FIRE STOPPING

ANCHOR TO ROOF DECK

CONT STUD RUNNER

(UL SYSTEM NO HW-D-0046)-TYP

FIRE SEALANT

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

1UL-263/DESIGN NO W494 UL-263/DESIGN NO W494

END OF GWB

TOP

BOTTOM

PLAN

(TYP)

SEE FINISH SCHEDULE FOR FLOOR

FOR WALL BASE (TYP)

SEE FINISH SCHEDULE

SEE FINISH SCHEDULE FOR CEILING

PER SCHEDULE

MET STUDS

SEALANT (TYP)

TO CONC SLAB

CONT. STUD RUNNER ANCHORED

MATERIAL

STOPPING

ANCHOR TO ROOF DECK

CONT STUD RUNNER

SCALE :

1/10

PARTITION TYPE 8

SCALE :

1/10

PARTITION TYPE 9

SCALE :

1/10

PARTITION TYPE 10

PER SCHEDULE

MET STUDS

PER SCHEDULE

MET STUDS

AE401 AE401 AE401

2001000 400mm

SCALE: 1:10

DETAILS-2

INTERIOR WALL PARTITION TYPE

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

13 59

KIM, CHI SOP

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:

AE501

FROM THE WALL

FOR FIRST HANGER

(TYP)

@ 1200 x 900 OC

WIRE HANGER

3.6 DIA (10 GA)

@ 1200 OC

38 RUNNER CHANNEL

TIE WIRE

@ 1200 OC

38MM RUNNER CHANNEL

@ 1200 x 900 OC (TYP)

3.6 DIA (10 GA) WIRE HANGER

SCALE:

CEILING ACCESS DOOR DETAIL

NOT TO SCALESCALE:

TYPICAL HANGER DETAIL

NOT TO SCALE

GYPSUM BOARD

GYPSUM BOARD TREATMENT

TAPE JOINT

JOINT COMPOUND

JOINT TRIM

METAL CONTROL

TROFFER

GYPSUM BOARD

ABOVE FIXTURE

WIRE MESH SCREEN

BRACKET

TROFFER SUSPENSION

FACE OF WALL

@ 1200 OC

CHANNEL

38 RUNNER

CASING TRIM

AT WALL 1FAT LIGHTING FIXTURE1EAT CONTROL JOINT1DAT FURRING1CAT FURRING1BAT WALL1A

-FINISH MATCH TO CEILING

(LIGHT WEIGHT METAL)

2.0 THK STL ACCESS PANEL

PIANO HINGE

CONTINUOUS

(FINISH MATCH TO CEILING)

3 THK STEEL FRAME

@ 1200 OC

CHANNEL

38 RUNNER

@ EACH CORNER

3.6 (10 GA) WIRE HANGER

6 DIA BOLT & NUT PLATE FRAME

75 W x 6 THK STL

CAM LATCH

GYPSUM BOARD CEILING DETAILS

EITHER DIRECTION.

PERIMETER BREAK DOES NOT EXIST AROUND CEILING IN

WHERE PERIMETER BREAK EXIST, AND 9m WHERE

CONTROL JOINTS SHALL NOT EXCEED 12m IN CASES

EXCEEDING 230 sm. INTERVAL BETWEEN CEILINGS

JOINTS SHALL BE INSTALLED IN GWB CEILINGS

FRAMING OR FURRING EXPANSION AND CONSTRUCTION

CONTROL JOINT SHALL BE PROVIDED WHERE CEILING

NOTE FOR CEILING CONTROL JOINT50 MAX

150 MAX FROM THE WALL

FOR FIRST HANGER

150 MAX

450X450 OR 600X600

NOT TO SCALE

CHANNEL

22 FURRING

CHANNEL

22 FURRING

FRAMING

38 CHANNEL

SUPPLEMENTARY

NAIL @ 1200 OC

OR EXP BOLTS OR CONC

CONT W/ 6 TOGGLE BOLTS

1.5 THK 40x40 METAL

@ 1219 OC (MAX) AT ACST CEILING

@ 1200 OC (MAX) AT GWB CEILING

WIRE HANGER

@ 600 OC (MAX)

W/ 6 DIA BOLTS & NUTS

(CONTINUOUS STEEL ANGLE)

L-50x50x5 THK

AT EXISTING CONC SLAB

CEILING DETAILS-1

METAL LSA AT FOS

CONSTRUCT PRE-ENGINEERED

YI, TONG KI

H20-10054-2J

13 JUN 22

D - 22 - 20

14 59

KIM, CHI SOP

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:

AE502

TEE

610 L CROSS

MAIN TEE

TILE CEILING

ACOUSTICAL

ACOUSTICAL TILE CEILING

CROSS TEE

MAIN TEE OR

10 (MIN)

SCREW @ 400 OC

W/ 5 DIA TOGGLE BOLTS OR

24x24 METAL MOLDING

FACE OF WALL

@ 1219 OC (TYP)

WIRE HANGER

2.7 DIA (12GA)

DOWN CLIP

@ 610 OC W/ HOLD

31x610 L CROSS TEE

@ 610 OC

38 MAIN TEE

@ 610 OC

31x610 L CROSS TEE

@ 610 OC

38 MAIN TEE

FIXTURE

LIGHTING

@ 610 OC

38 MAIN TEE

FIXTURE

LIGHTING

@ 610 OC

CROSS TEE

31x610 L

MOLDING

METAL

1220 CROSS TEE

FIXTURE 610 OR

AT LIGHTING

ISOMETRIC

1B

1D

1A

1E

1C

AT LIGHTING FURRING1EAT LIGHTING FIXTURE1DAT CROSS TEE1CAT MAIN TEE1BAT WALL1A

(TYP)

ACOUSTICAL TILE CEILING

SEMI-EXPOSED GRID

DOTTED LINE FOR

1F

(TYP)

WHERE REQUIRED

FOR LIGHTING FIXTURE

ADDITIONAL HANGER WIRE

1J 1K

SEE DETAIL "1G"

@ UNATTACHED WALL ONLY

STABILIZER BAR

ATTACHED WALL

U N

A T

T A

C H

E D W

A L L

A T

T A

C H

E D W

A L L

UNATTACHED WALL

WIRE HANGER

2.7 DIA (12GA)

LEGEND

MAIN TEE

STABILIZER BAR

CROSS TEE

200 MAX.

50 MIN.

20 MIN.

200 MAX.

SEE NOTE

SHAPE PER MFR,

@ EACH T-BAR)

(STAGGERED

STABILIZER BAR

FOR FIRST FROM THE WALL

20 MIN.

STABILIZER BAR

UNATTACHED WALL1K

50 (MIN)

FOR FIRST FROM THE WALL

WALL

FACE OF

ATTACHED WALL1J

50x50 METAL TRIM

ADJACENT SIDES

UNATTACHED

AT TWO

20 CLEARANCE

50 (MIN)

AT TWO ADJACENT SIDES

MOLDING W/ POP RIVET

TEE BAR CONNECT TO

METAL TRIM

50X50

PERIMETER REQUIREMENT"D,E & F"CATEGORY 1H

NOTES FOR SEISMIC DESIGN

ON ALL SIDES.

ALL CEILING PENETRATIONS MUST HAVE A MINIMUM OF 25 MM CLEARANCE 8.

STABILIZER BAR.

AT UNATTACHED PERIMETER SHALL BE ACCEPTABLE IN REPLACEMENT OF

OTHER APPROVED MEANS TO PREVENT SPREADING MAIN & CROSS TEES 7.

STABILIZER BARS PER MFR STANDARD TO PREVENT SPREADING.

UNATTACHED PERIMETER RUNNER ENDS MUST BE TIED TOGETHER WITH 6.

DETAIL "1K" )

MINIMUM 10 CLEARANCE ON TWO UNATTACHED ADJACENT SIDE (SEE 5.

SIDE (SEE DETAIL "1J" )

THE GRID MUST BE CONNECTED TO THE PERIMETER ON TWO ADJACENT 4.

PERIMETER CLOSURE (MOLDING ) WIDTH MUST BE 50x50 MIN.3.

USE TRAPEZES TO AVOID SUCH OBSTACLES.

WIRES MAY NOT ATTACH TO OR BEND AROUND INTERFERING EQUIPMENT. 2.

SHARPLY BENT AND WRAPPED WITH THREE TURNS IN 75 MM OR LESS.

FOR FIELD TIED CONNECTIONS, VERTICAL HANGER WIRES MUST BE 1.

"D,E & F"WITH REQUIREMENTS PER IBC FOR SEISMIC DESIGN CATEGORY

SUSPENDED ACOUSTICAL TILE CEILING GRID SYSTEM SHALL BE INSTALLED

STABILIZER BAR

610 12.712.7

9.5

.8

EACH TEE BAR

LOCATION OF

ELEVATION

SECTION1G

SHEET BAR

GALV. METAL

5 THK ELECTRO

200 MAX

WALL

FACE OF

200 MAX

FOR ALL CEILINGS GREATER THAN 90 M†.

LATERAL FORCE BRACING IS REQUIRED 1.

NOTES FOR LATERAL BRACING

(SEE DETAIL "000")

STARTING 1800 mm FROM TWO ADJACENT WALLS

3600 mm ON CENTER IN BOTH DIRECTIONS, THE HORIZONTAL AND LOCATED

AT A MAXIMUM 45° ANGLE FROM

90° APART IN THE PLAN VIEW,

INTERSECTION AND SPLAYED APPROXIMATELY

THE MAIN RUNNER / CROSS RUNNER

MUST BE LOCATED WITHIN 50 mm OF

BRACING AND A COMPRESSION POST)

(SPLAY WIRES OR RIGID

WHERE REQUIRED, LATERAL FORCE BRACING2.

HORIZONTAL PIPING OR DUCTWORK.

A MINIMUM OF 150 mm FROM…