H1_191107_REPR-BLDG-K16-156_DWG-1.pdf

PDF 15 MB Posted Sep 8, 2018

Attached to: Repair Bldg# S-156, K-16
Solicitation number: W91QVN18R0207
Issued by: Department of the Army Materiel Command Expeditionary Contracting Command Regional Contracting Office Yongsan 411th CSB

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DESCRIPTION OF DRAWINGS

NO.

RING

NO.

SHEET

GENERAL

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

REF. NO.

TITLE SHEET

MECHANICAL

ARCHITECTURE

GENERAL NOTES, SCOPE OF WORKS

FIRST FLOOR PLAN, SECOND FLOOR PLAN

ELECTRICAL

T-01

REV.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

TITLE SHEET

AS SHOWN

191107

KYK

1 1

K-16 AIRFIELD

REPAIR BUILDING S-156

DESCRIPTION OF DRAWINGS

NO.

RING

NO.

SHEET

REF. NO. REV.

THIRD FLOOR PLAN, ROOF PLAN

BUILDING ELEVATIONS

BUILDING SECTIONS

EXTERIOR WALL SECTIONS

INTERIOR WALL SECTIONS

INTERIOR & EXTERIOR FINISH SCHEDULE

INTERIOR ELEVATIONS, TOILET ACCESSORY SCHEDULE

ROOF DETAILS19 OF 66

20 OF 66 SIGNAGE SCHEDULE

K-16, AIR FIELD, KOREA

GFEBS NO. 191107, REPAIR BUILDING S-156

FY18 SRM PROJECT

E-01

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

E-11

E-12

E-13

E-14

LEGEND, GENERAL NOTES AND SCOPE OF WORK

1ST/2ND. FLOOR LIGHTING PLAN

3RD. FLOOR LIGHTING PLAN AND "A", "B", "C" MODULE LIGHTING PLAN

LIGHTING FIXTURE DETAILS

LIGHTING FIXTURE SCHEDULE

1ST/2ND. FLOOR POWER PLAN

3RD. FLOOR POWER PLAN AND "A", "B", "C" MODULE POWER PLAN

1ST/2ND. FLOOR TELEPHONE SYSTEM PLAN

3RD. FLOOR TELEPHONE SYSTEM PLAN AND TEL. SYSTEM RISER DIAGRAM

1ST/2ND. FLOOR CATV SYSTEM PLAN

3RD. FLOOR CATV SYSTEM PLAN CATV SYSTEM RISER DIAGRAM

1ST/2ND. FLOOR FIRE ALARM CONTROL/MASS NOTIFICATION SYSTEM PLAN

3RD. FLOOR FIRE ALARM CONTROL/MASS NOTIFICATION SYSTEM PLAN

NEW FIRE ALARM/MASS NOTIFICATION SYSTEM DIAGRAM

C-01

C-02

C-03

C-04

C-05

C-06

C-07

A-01

A-02

A-03

A-04

A-05

A-06

A-07

A-08

A-09

A-10

A-11

A-12

A-13

A-14

M-01

M-02

M-03

M-04

M-05

M-06

M-07

M-08

M-09

M-10

M-11

M-12

M-13

M-14

M-15

M-16

M-17

M-18

M-19

M-20

M-21

M-22

M-23

M-24

M-25

M-26

M-27

M-28

M-29

CIVIL

PROJECT LOCATION PLAN AND GENERAL NOTE

SITE LAYOUT PLAN AND SCOPE OF WORK

DETAILS

TRASH COLLECTION BIN - 1

TRASH COLLECTION BIN - 2

TRASH COLLECTION BIN - 3

TRASH COLLECTION BIN - 4

E-15

E-16

PANEL BOARD SCHEDULE - 1

PANEL BOARD SCHEDULE - 2

T-1

LEGEND AND ABBREVIATIONS

GENERAL NOTES AND SCOPE OF WORK

EQUIPMENT SCHEDULE

EXIST./REMOVAL PLAN (1st., 2nd. & 3rd. FLOOR)

NEW H.V.A.C. PLAN (1st. FLOOR) AND ENLARGED PARTIAL PLAN

NEW H.V.A.C. PLAN (2nd. FLOOR)

NEW H.V.A.C. PLAN (3rd. FLOOR)

SECTION

NEW H.V.A.C. PIPING PLAN (1st. FLOOR)

NEW H.V.A.C. PIPING PLAN (2nd. FLOOR)

NEW H.V.A.C. PIPING PLAN (3rd. FLOOR)

NEW H.V.A.C. PIPING ISOMETRIC DIAGRAM

CONTROLS - 1

NEW DOMESTIC WATER PIPING PLAN (2nd. FLOOR)

NEW DOMESTIC WATER PIPING PLAN (3rd. FLOOR)

CONTROLS - 2

NEW DOMESTIC WATER PIPING ISOMETRIC DIAGRAM

NEW SEWER AND VENT PIPING PLAN (1st. FLOOR)

NEW SEWER AND VENT PIPING PLAN (2nd. & 3rd. FLOOR)

NEW SEWER AND VENT PIPING ISOMETRIC DIAGRAM

NEW DOMESTIC WATER PIPING PLAN (1st. FL.) & ENLARGED PARTIAL PLANS

NEW FIRE PROTECTION PIPING PLAN (1st. FL.) & ENLARGED PARTIAL PLAN

NEW FIRE PROTECTION PIPING PLAN (2nd. FLOOR)

NEW FIRE PROTECTION PIPING PLAN (3rd. FLOOR)

DETAILS - 1

DETAILS - 2

DETAILS - 3

DETAILS - 4

DETAILS - 5

DOOR & WINDOW SCHEDULE

MISCELLANEOUS DETAILS

UNIT PLAN, WALL SECTIONS AND DETAILS

ACC

201 2

WALL W/FENCE

GRASS

ACC

KEPCO

SUB-

STATION

WALL W/FFENCE

SEWAGE

LIFT

STATION

W A

F E

N C

W A

F E

N C

WALL W/FENCE

RETAINING WALL

SEWAGE

TREATMENT

PLANT

ACC

H 147' LINE

WALL W/FENCE

262 263 264 265

RETAINING WALL

356 357

COMMISSARY

W A

F E

N C

ACC

508505

528 514 245 515

188187186

136 137

UNK

117116

135134

48 49 125

85 93??

UNK1UNK2UNK3UNK4UNK5UNK6UNK7UNK8UNK9UNK10UNK11UNK12

U N

UNK16

UNK17

UNK18

UNK19

UNK20

55 53

212 213 127 128

16 18 22 20 26

6272519211724

GRASS

THIS PROJECT

GENERAL NOTES :

DEMOLITION NOTES : UTILITY NOTES :

SCALE : 1 / 2000

PROJECT LOCATION PLAN

STANDARDS FOR KOREA, USFK REG 201-1.

KOREAN ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING

4. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH APPLICABLE

BETTER CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR

CONTRACTOR'S NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE

IMPROVEMENTS. SHOULD THESE ITEMS BECOME DAMAGED DUE TO

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

3. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

LIMITS SHALL BE DEMOLISHED AND REMOVED AS INDICATED.

2. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT

OTHERWISE NOTED.

LIMITS INDICATED ON GRADING AND DRAINAGE PLAN UNLESS

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

REMEDIAL ACTION.

UTILITIES, IMMEDIATELY INFORM THE CONTRACTING OFFICER FOR

UTILITIES ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

6. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED

DEPTH PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY LINES.

THE UTILITY BY HAND EXCAVATION TO VERIFY ITS LOCATION AND

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, CAREFULLY EXPOSE

5. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

HAVE BEEN DAMAGED, TO THEIR ORIGINAL (OR BETTER) CONDITION.

4. RESTORE EXISTING UTILITIES (WHETHER SHOWN OR NOT) WHICH

3. PROTECT ALL EXISTING UTILITIES AT ALL TIMES.

DIRECTED.

DESCREPANCIES TO THE CONTRACTING OFFICER, AND PROCEED AS

2. VERIFY LOCATIONS, SIZES, AND INVERTS OF ALL UTILITIES. REPORT ANY

WHEN POSSIBLE BY FIELD SURVEYS.

RECORDS AND UTILITY MAPS. UTILITY LOCATIONS WERE ALSO VERIFIED

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON AVAILABLE

1. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES,

MILLIMETERS AND ELEVATIONS AND STATIONS ARE IN METERS.

9.UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

AND SECURED.

CONSTRUCTION WILL BE RELOCATED, REPAIRED, RE-STABILIZED

LINES, TREES, SHRUBS AND ETC AFFECTED BY THE

LINE AND SUCH AS SEWER, WATER, TELEPHONE, CATV, DRAIN

8.THRUST BLOCK AND CONC. ANCHOR BLOCK FOR THE WATER

BE COVERED WITH TOP SOIL AND SOLID SODDING.

7.ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL

THE GOVERNMENT.

SHORING PROPERLY WITHOUT ANY ADDITIONAL COST TO

INCLUDING TEMPORARY WORK SUCH AS FORMWORK AND

6.CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

ADDITIONAL COST TO THE GOVERNMENT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO

2014 (DATED 30 NOVEMBER 2015). THE DETAILS WILL BE UTILIZED

DETAIL DRAWINGS, IS FOR OMA STANDARD DETAILED DRAWINGS,

5.THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

4.CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS AND

THE CONTRACTOR'S EXPENSE.

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT

RESTORATION TO ORIGINAL CONDITIONS OF THE ITEMS

3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR

COR PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWING(S) FOR ANY

TO SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR

1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

WATER LINES LESS THAN MINIMUM EARTH COVER SHALL BE INSULATED.

9. MINIMUM EARTH COVER FOR WATER LINES SHALL BE 1.20 METERS

APPROVAL OF THE CONTRACTING OFFICER.

BLOCKS AND/OR MODIFYING HIS CONSTRUCTION METHOD, WITH THE

PROTECT THE WATER LINE, SUCH AS CONSTRUCTING SPECIAL REACTION

REACTION BLOCKS. TAKE WHATEVER MEASURES NECESSARY TO

DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE EXISTING

BENDS WHERE THERE IS A POSSIBILITY OF WATER LINE MOVEMENT

CAREFUL WHEN EXCAVATING ALONGSIDE WATER LINES, TEES AND

8. PROTECT ALL WATER LINES DURING CONSTRUCTION, BE ESPECIALLY

191107

00 00

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

SCALE: 1:2000

0 40 80

GRAPHIC SCALE

YI, KS

GENERAL NOTE

PROJECT LOCATION PLAN AND

CIVIL

C-1

K-16, KOREA

REPAIR BUILDING S-156

PWO#191107,

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

BLDG S-162

FAN

PPPP

3-200KV

W 150PVC

T C

P P

A .C

R O

A D

T C

ECL

TCL

S 200PVC

P V

SHED

FAN

P V

E C

CPCP

D200

50PVC

WVWV

S-161

FFE 20.005

B/R

WV 19

.772

L I F

A T I O

WHM

TRASH

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

SCHEDULE #2 (CONSTRUCT/ALTERATION) NOTE:

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

APPROVAL PRIOR TO THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET

SITE LAYOUT PLAN1

- 2 SCALE : 1 / 200

EXISTING 300mm(12'') PVC WATER PIPE

2 3

SEE

APPROXIMATELY 80 SQUARE METERS

RESTORE SOLID SODDING

INCLUDING ALL NECESSARY ACCESSORIES

CONNECT TO EXISTING WATERLINE

SEE

APPROXMATELY 35 SQUARE METERS

REPLACE 1.2M WIDTH SIDEWALK

2 3

SEE C-4 ~ C-7

REPLACE TRASH COLLECTION BIN

CONCRETE STOOP

DRAIN PIT

REMOVE EXISTING TRASH COLLECTION BIN

SEE

APPROXMATELY 30 SQUARE METERS

REPLACE 1.2M WIDTH SIDEWALK

2 3

RESTORE CONCRETE DITCH

(TYP)

ALL METAL SURFACES

PAINT ON EXST

SCALE: 1:200

0 4 8

GRAPHIC SCALE

191107

00 00

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

YI, KS

CIVIL

C-2

SITE LAYOUT PLAN AND SCOPE OF WORK

RESTORE CONCRETE SIDEWALK

SEE

APPROXMATELY 40 METERS

REPLACE CONCRETE CURB AND GRAVEL DRAIN

SEE

APPROXMATELY 50 METERS

REPLACE CONCRETE CURB AND GRAVEL DRAIN

2 3

SEE

APPROXMATELY 6 SQUARE METERS

REPLACE 1.2M WIDTH SIDEWALK

2 3

SEE STD, DET CIVIL, C-602, AND C-606

APPROXIMATELY 30 METERS

PERSONNEL GATE

REPLACE 2.4m HIGHET CHAINLINK FENCE AND

OUTSIDE OF COMPOUND

8. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO

7. RESTORE CONCRETE SIDEWALK AND DITCH

6. PAINT ON EXST ALL METAL SURFACES

5. REPLACE 2.4m HIGHET CHAINLINK FENCE AND PERSONNEL GATE

4. REPLACE CONCRETE CURB AND GRAVEL DRAIN

3. RESTORE SOLID SODDING

2. REPLACE TRASH BIN

1. REPLACE SIDEWALK

INCLUDING THRUST BLOCKS, FITTING

GUARD POST, AND ALL NECESSARY ACCESSORIES

1. PROVIDE 100mm(4") DIA PVC WATER PIPE W/PIV &

SEE

APPROXIMATELY 20 SQUARE METERS

RESTORE SOLID SODDING

2 3

REMOVE EXISTING SIDEWALK

AND SEE

SEE STD, DET CIVIL, C-808~C-816, C-824 AND C-911

APPROXIMATELY 35 METERS

INCLUDING THRUST BLOCKS, FITTING

GUARD POST, AND ALL NECESSARY ACCESSORIES

PROVIDE 150mm(6") DIA PVC WATER PIPE W/PIV &

NOTE:

ALL TEMPORARY WORK SHALL BE PROVIDED BY CONTRACTOR

GRADE LIMIT LINE

S - 156

@ 1200mm O.C.

SLOT DRAIN OPENING

25mm W VERTICAL

SHEETING

PLASTIC

LINE OF

(SILTY CLAY)

IMPERVIOUS MATERIAL

PLASTIC SHEETING

102mm GRAVEL BED (R=13mm)

EDGES

ROUNDED AT

O.C.

@ 1200mm

OPENING

SLOT DRAIN

25mm VERT

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

NOT TO SCALE

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

TRANSVERSE CONTRACTION JOINTS

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

SIZE OF THE AGGREGATE USED.

PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

EXPANSION JOINT

CONTRACTION JOINTCOMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE 13

0.06

#8-150X150 WWF

SIDEWALK ON DITCH

D13 @200 O.C

CON'C DITCH

FNSH GRADE

NOT TO SCALE2 3

2 3

SIDEWALK DETAIL

SECTION

GRADE GRAVEL DRAIN

NOT TO SCALE

SECTION

BEARING BARS

100mm OC WELDED TO

8mmX8mm CROSS BARS

PLAN

DETAIL

C DITCHL

S E

B L E

CLR

5mm 995mm

TYP PANEL

5mm

CLR

SEE TABLE

BEARING BAR

h H

@ 100mm OC

8mmX8mm CROSS BAR

5mm

BEARING BAR

SEE TABLE

FNSH GRADE

CONC DITCH W/STEEL GRATINGS

NOT TO SCALE

SECTION

WT 150T

SUPPORT

D13 @ 300mm OC EW

SEE TABLE

SEE DETAIL

COMPACTED NFSM

EXPANSION JOINT

T V

A R

EXPANSION JOINT FILLER

10 PREMOLED

JOINT SEALER

DIMENSION(mm)

BEARING BARh

65150

65X7X4 @ 30

75X7X4 @ 30

65X7X4 @ 30

50X7X4 @ 30

GRATINGT

H ANGLE SIZE

L-71X61X6

L-56X61X6

L-81X61X6

SUPPORT FRAME

2. PROVIDE EXPANSION JOINT AT MAX 15M INTERVALS.

INCLUDING THE FRAME/SUPPORT ANGLES WITH ANCHORS.

GALVANIZED AFTER FABRICATION.

1. REQUIRE ALL STEEL COMPONENTS OF GRATING TO BE

NOTES:

2 3

ANCHOR 6mm THKX150mm

@ 500mm OC

CON'C DITCH DIMENSION TABLE

OPEN

SLEEVE

COUPLING

PADLOCK

CAP HANDLE

VALVE

GALVANIZED STEEL

STEEL PIPE PAINTED

A R I

E S

NOT TO SCALE

POST INDICATOR VALVE W/ GUARD POSTS

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

NOT TO SCALE

SOLID SODDING

2 3

2-D10

(TYP)

REBAR

BASE

CONCRETE

GRADE

FINISH

CONC FOOTING

300 0

PAINTED COLORED

INDICATOR POST

BROWN

PIPE PAINTED

GUARD POST 100

BROWN (4 EA)

BROWN (3 EA)

50 GALVANIZED

CONC

SIZE

21 MPa

CONC COLLAR

400 SQ

ROD

EXTENSION

FIRE WATER

SEE PLANS FOR

SUPPLY LINE

STL PLATE

150 THK

W/WELDED CAP

NOT TO SCALE

SECTION

TYPICAL TRENCH SECTION

BE FREE OF ROCK 15mm OR LARGER

UNYIELDING MATERIAL

SATISFACTORY BACKFILL

INITIAL BACKFILL

GRANULAR MATERIAL SHALL

BEDDING - SELECT

FOR AC PAVEMENT DET

UNYIELDING MATERIAL TRENCH BOTTOM

NOTE: TW = (

OD+900 FOR PIPES LARGER THAN 600

NOT TO SCALE

OD+600 FOR PIPES 600 OR LESS

FOR SIDEWALK, TURFED

OR SEEDED AREAS

EARTH (SEE NOTE 1 AT RIGHT)

EARTH TRENCH BOTTOM

FIRM UNDISTURBED

OR MISC AREA

TO THE NECESSARY SIZE AT EACH

JOINT OR COUPLING TO ELIMINATE

POINT BEARING.

1. BELL HOLES SHALL BE EXCAVATED

NOTE:

SAWCUT

2 3

CONC CURB

CONC.CURB

CAST-IN-SITU

1000150

FOUNDATION

CONCRETE

191107

00 00

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

YI, KS

CIVIL

C-3

DETAILS

5A 5B

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

(TYP)

METAL ROOFING

STANDING SEAM

(TYP)

AL LOUVER

1 2 AB

(TYP)

EFS W/ O INSUL

TO AL LOUVER)

(COLOR: MATCH

COLUMN

PAINT ON STL

1 2

FINISH (TYP)

SMOOTH CONC

CORE DOOR

METAL HOLLOW

3B 3C

(TYP)

AL LOUVER

(TYP)

METAL FLASHING

PROTECTED

L1 L3

PER PLAN

FOR STOOP

DASHED LINE

L4L4

NOT TO SCALE2 5

2 ELEVATIONS

(ABOVE)

FOR ROOF

DASHED LINE

(BELOW)

CONC WALL

DASHED LINE FOR

METAL ROOFING

STANDING SEAM

(BELOW)-TYP

FOR LOUVER

DASHED LINE

1% SLOPE

L O

P E

PIPE

DRAIN

LOCATION)

(SEE CIVIL FOR

DRAIN PIT

LEGEND

200 THK CONC WALL

METAL ROOFING

STANDING SEAM

NOTE

LOCATION

2. SEE CIVIL DRAWING FOR

BY DPW.

COLOR SHALL BE APPROVED

1. ALL EXTERIOR & INTERIOR

1300 1000 1300

900 1800 900

900900 3600

1100 1000 1100

800SEE PLAN

NOT TO SCALE2 5

1 FLOOR PLAN

SEE PLAN)

PER DRAIN PIT-

(VERIFY LOCATION

FLOOR DRAIN

SST COVERED

NOT TO SCALE2 5

3 ROOF PLAN

C-5 C-5

C-5

5 6

C-6

5 6

191107

00 00

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

YI, KS

CIVIL

C-4

TRASH COLLECTION BIN - 1

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

STANDING SEAM

METAL ROOFING

EFS W/ O INSUL

COATING ON SCP

ON CONC WALL

(TYP)

EPOXY COATING

ON CONC SLAB

AL LOUVER

(TYP)

NON-SLIP

CONC FINISH

STOOP

METAL DOOR

PROTECTED

METAL SOFFIT

(TYP)

PROTECTED

METAL FLASHING

ON 92 MET STUD

@ 400 OC (MAX)

(TYP)

W.P

WORKING

POINT

TOP OF

CONC

SLOPE

PROTECTED

METAL ROOF

LINER (TYP)

AL LOUVER

(TYP)

COATING

ON CONC SLAB

WORKING

POINT

WORKING

POINT

TOP OF

CONC

FLOOR DRAIN PIPE

CONNECTION TO

CIVIL DRAIN PIT

W.P

STANDING SEAM

METAL ROOFING

W.P

EFS W/O INSUL

PUC-1: POLY URETHANE COATING FOR

FLOOR, WALL & CEILING

SIKA KOREA,

PRIMER; SIKAFLOOR 161 W/ SAND

1ST COAT; SIKAFLOOR 85 (3MM )

2ND COAT; SIKAFLOOR 359N

COLOR; RAL7038, AGATE GREY

(APPROVED BY USER)

OR APPROVED EQUAL

NOTE FOR COATING

NFSM (TYP)

1% SLOPE

10001000

900 900

PIPE SLEEVE

WALL FLANGE

WELD

15 DIA BAR

8 DIA THK GALV

STL CHECKERED

PLATE COVER

50 DIA PVC PIPE

COARSE GRAVEL,

ASTM C33,

GRADATION #467

FROM FLOOR

DRAIN

LIFTING HANDLE

COVER DETAIL

16 DIA x150 LG

COVER LIFTING

HANDLE 2EA PER

PANEL

4A PLAN

4C SECTION

HD13 @ 300

16 DIA GALV STL ROD

LIFTING HANDLE W/

22 DIA HOLES

8 DIA THK GALV

STL CHECKERED

PLATE COVERS

16 DIA GALV STL

ROD LIFTING HANDLE

W/ 22 DIA HOLES

8 DIA THK GALV

STL CHECKERED

PLATE COVER

L 50x50x4 GALV

STL ANGLE STIFFENER

AROUND ALL

EDGES OF EACH

STEEL PLATE

L 50x50x4 GALV STL

ANGLE W/ 13x150 LG

ANCHOR ROD WELDED

TO ANGLE SPACED

@ 450 OC & FROM

EACH END

200200 600

200 (TYP)

1A 1B

W.P

PROTECTED METAL

SOFFIT ON C-100x50x20x2.3

STL CHANNEL @ 600 OC (MAX)

PROTECTED METAL

WALL LINER

ON C-100x50x20x2.3

STL STUD

@ 400 OC (MAX)

PROTECTED METAL

ROOF LINER

SEALANT

(TYP)

AL LOUVER &

BIRD SCREEN

PROTECTED

METAL TRIM

STANDING SEAM

METAL ROOFING

W/ INSUL ON VR

PROTECTED METAL

ROOF LINER

PROTECTED METAL

CAP FLASHING

AL. SCREEN

#14x25mm PSD

@ 200 OC W/ DOUBLE

BEAD TAPE SEALANT

#18GA CLOSURE

-25x60x25

W/ #14x35mm SD

@ 400 OC

#24GA "Z"CLOSURE

W/ 5-#14x35mm SD

@ 80 OC

FLOATING CLIP

W/ 2-#14x35mm SD

W/ THERMAL SPACER

BLOCK-30 THK

DOUBLE BEAD TAPE SEALANT

W/ GALV BACK UP CHANNEL

1.6 THK (CONT) -TYP

PROTECTED

METAL TRIM

STANDING SEAM

METAL ROOFING

W/ INSUL ON VR

EAVE

ASHI

PROTECTED METAL

EAVE FLASHING

ENCLOSURE

PROTECTED METAL

FLASHING W/

C-100x50x20x2.3

STL BENT CHANNEL

@ 600 OC (MAX)

METAL TRIM

C-100x50x20x2.3

STL CHANNEL

BLOCKING

PAINT STL BEAM

-100x150

TUBE FRAME

PROTECTED

METAL TRIM

SEE NOTE-1

SLAB

STRUCTURAL

A''A'

CAST IRON PIPE

5B SECTION

5A PLAN

100450100

3. DRAINS SHALL HAVE A CAST IRON BODY AND SEEPAGE PAN AND

A CHROMIUM PLATED BRONZE, NICKEL BRONZE OR NICKEL BRASS STRAINER.

1. NEOPRENE RUBBER GASKET COMPRESSION TYPE JOINT.

2. DRAINS SHALL BE CONNECTED TO CAST IRON P-TRAP.

NOT TO SCALE5 6

1 ROOF DETAILS

NOT TO SCALE5 6

2 CROSS SECTION

NOT TO SCALE5 6

3 CROSS SECTION

NOT TO SCALE5 6

4 DRAIN PIT DETAILS

NOT TO SCALE5 6

5 FLOOR DRAIN DETAILS

191107

00 00

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

YI, KS

CIVIL

C-5

TRASH COLLECTION BIN - 2

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

1A HEAD OR SILL (LOUVER) 1B 1D1C

R O

6 DIA EXP BOLT

FRAME W/

@ 600 OC (MAX)

AL LOUVER

H E A D

SEALANT (TYP)

R O

J A M B

R O

AL LOUVER FRAME

SEALANT

@ 600 OC

WOOD SHIM

W/ 6 DIA EXP BOLT

S I L L

SEALANT (TYP)

WOOD SHIM

6 DIA EXP BOLT

FRAME W/

@ 600 OC (MAX)

AL LOUVER

WOOD SHIM

EFS W/ O INSUL

EFS W/ O INSULEFS W/ O INSUL

LOUVERED

METAL HOLLOW

CORE DOOR

METAL FRAME

AL LOUVER BLAD

SEALANT (TYP)

WOOD SHIM

AL LOUVER FRAME

W/ 6 DIA BOLT & NUT

@ 600 OC (MAX)

D O

O R D

O (4 PER JAMB ONLY)

W/ 9 DIA EXP BOLTS

METAL FRAME

W/ SOLID GROUT

JAMB

D O

O R D

R O

COATING

ON CONC SLAB

S I L L

COATING ON SCP

ON CONC WALL

EFS W/ O INSUL

WOOD SHIM

SEALANT (TYP)

NON-SLIP CONC

FINISH STOOP

L-40x40x6 SST ANGLE

W/ 6 DIA AHR ROD

WOOD SHIM

METAL TRIM

O SEALANT (TYP)

PROTECTED

AL LOUVER FRAME

W/ BOLT & NUT

AL LOUVER BLAD

H E A D

1F 1G

SEALANT (TYP)

J A M B

AL LOUVER FRAME

WOOD SHIM

AL LOUVER BLAD

SST INSECT & BIRD

SCREEN

INSECT & BIRD

SCREEN

SST INSECT & BIRD

SCREEN (TYP)

SST INSECT & BIRD

SCREEN

SST INSECT & BIRD

SCREEN

3 THK STL PLATE

WELDED TO DOOR

FRAME

COATING ON SCP

ON CONC WALL

COATING ON SCP

ON CONC WALL

COATING ON SCP

ON CONC WALL

LOUVERED

METAL HOLLOW

CORE DOOR

LOUVERED

METAL HOLLOW

CORE DOOR

PROTECTED METAL

SOFFIT ON

C-100x50x20x2.3

STL CHANNEL

@ 600 OC (MAX)

PROTECTED

METAL TRIM

SEALANT

PROTECTED METAL

WALL LINER

ON C-100x50x20x2.3

STL STUD

@ 400 OC (MAX)

SST INSECT & BIRD

SCREEN

PAINT 100x100

(SEE STRU DWG)

HDW

- 1

REMARKS

CUT

UNDER

GLASSLOUVER

DETAILS

TRANMULLSILL

HEADTHKHGT

44.52100 1A

WIDTHHGTWIDTH

ROUGH OPEN'G

9001000

JAMB

MATERIAL

FRAME

METALA METAL

RATED

FIRE

(HR)

DOOR/ LOUVER SCHEDULE

DOOR &

LOUVER

DOOR &

LOUVER

TYPE DOOR &

LOUVER

DOOR/ LOUVER

DIMENSION

AL AL

4003400

4001000

1B 1C

1D 1E 1A

1F 1G 1H

1D 1E

AL AL 3400 - - - ------ -1D 1E 1H

1H1) 1) 2EA400

1) 3EA

DOOR/ LOUVER TYPE

W/ SST INSECT & BIRD SCREEN

AL LOUVER

(ANODIZED DARK BRONZE)

C D

LOUVERED METAL HOLLOW CORE

DOOR W/ METAL FRAME

W/ SST INSECT & BIRD SCREEN

AL LOUVER

(ANODIZED DARK BRONZE)

W/ SST INSECT & BIRD SCREEN

AL LOUVER

(ANODIZED DARK BRONZE)

150700150

NOT TO SCALE5 7

1 DOOR & LOUVER DETAILS

HARDWARE SCHEDULE

HDW-1

1 LOCKSET, 4000-1, F75

3 HINGE A5112 114x114

(LEVER TYPE HANDLE)

DOOR STOP, L01371

191107

00 00

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

YI, KS

CIVIL

C-6

TRASH COLLECTION BIN - 3

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

B C D

E F G H

10 THK PEJ

MW10(#8)-150x150

40CLR

WWF

W/ SEALANT

NFSM.

20x20 CHAMFER

0 HD13

FROST DEPTH

ON EXPOSED EDGE

FNSH FL

M A

0 1

SEE PLAN

44 CLR

SB1

S B

S R B 1S

R B

S R B 1 S

R B

WALL

CONCRETE

200THK

SC1SC1

XBR1

STEEL COLUMN MEMBER

SC1 : -100X100X6t

STEEL STUB COLUMN

STEEL BEAM MEMBER

SB1 : -150X100X6t

STEEL BEAM(BELOW)

SRB1 : H-148X100X6X9

STEEL BEAM(ABOVE)

PURLIN

P1 : C-200X75X25X4.0t @600 MAX.

XBR1 : DIA 16 ROD BRACE

W/ TURNBUCKLE

SRB1

S B

SEE FOR BASE PLATE

1100 1000 1100

210012002100

0 SPACE 0 SPACE

METAL ROOFING

STANDING SEAM

POINT

WORKING

CONC

TOP OF

SLOPE

NFSM (TYP)

EW & EF

HD13 @300 O.C.

EW & EF

HD16 @300 O.C.

SB1 SB1SB1

SRB1

DETAIL

FOR STOOP

SEE

900900

PURLIN

C200x75x25x4.0

W/ 2-M12 MB

L150x90x9

SC1

SRB1

H-148X100X6X9

BASE PLATE

190X190X12t

2-DIA 19 X

500 LG

ANCHOR BOLTS

SB1

2-M20 HSB

2-M16 HSB

10THK SHEAR PL

SRB1160

NOT TO SCALE5 8

1 CROSS SECTION

NOT TO SCALE5 8

2 ROOF FRAMING PLAN-1

NOT TO SCALE5 8

3 ROOF FRAMING PLAN-2

NOT TO SCALE5 8

4 PURLIN LAYOUT PLAN

NOT TO SCALE- 8

7 BASE DETAIL

NOT TO SCALE- 8

8 PURLIN DETAIL

NOT TO SCALE- 8

6 CONNECTION DETAIL

NOT TO SCALE- 8

5 PURLIN DETAIL

NOT TO SCALE7 8

9 STOOP DETAIL

7 8

- 8

5 8

-100X100X6t

H-148X100X6X9

5 8

191107

00 00

K16, AIRFIELD

REPAIR BUILDING S-156

FY18

YI, KS

CIVIL

C-7

TRASH COLLECTION BIN - 4

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCOPE OF WORKS

GENERAL NOTES

AS SHOWN

191107

KYK

8 66

K-16 AIRFIELD

REPAIR BUILDING S-156

1. CONTRACTOR SHALL SUBMIT ALL MATERIAL & COLOR SAMPLES TO DPW FOR

APPROVAL.

2. COLORS AND PATTERNS LISTED BY MANUFACTURES ARE FOR IDENTIFICATION

PURPOSES ONLY, AND NOT INTENDED TO LIMIT SELECTIONS TO PRODUCTS OF THE

MANUFACTURERS INDICATED. AN EXACT MATCH FOR MANUFACTURER COLOR IS NOT

REQUIRED. THE SELECTIONS SERVE ONLY TO INDICATE COLOR AND PATTERN WHICH

MANUFACTURERS STANDARD MUST APPROACH.

3. IF THERE ARE ANY CONFLICTS WITHIN THE CONTRACT DOCUMENT, THE GENERAL

CONTRACTOR SHALL NOTIFY IT TO THE CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION AND

DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION OR RENOVATION.

5. 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 CONTRACTING OFFICER.

6. SOME DETAILS SHOWN ON THIS CONTRACT DRAWINGS MAY NOT MATCH WITH 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 APPROVAL.

7. CUT, PATCH AND RESTORE OF WALLS, FLOORS AND CEILING TO MAKE WAY FOR THE

INSTALLING AND REPLACEMENT OF MECHANICAL, ELECTRICAL, TELEPHONE AND FIRE

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

WORKS IS ACCOMPLISHED PRIOR TO FINISHING WORK.

8. IN THE AREAS REQUIRING CEMENT MOSAIC TILE FINISH SUCH AS BATH ROOM FLOOR,

EXISTING VCT ADHESIVE SHALL BE COMPLETELY REMOVED CHEMICALLY OR

MECHANICALLY BY SCRAPING, SANDBLASTING, ETC.

9. REMOVE & CLEAN EXISTING FINISH MATERIAL & ADHESIVE BY GRINDING TO RECEIVE

VCT & CARPET.

10. REMOVE & CLEAN EXISTING PAINT BY SAND PAPER/ GRINDING FOR NEW PAINTING &

COATING.

11. NEW PCC, TOPPING CONC BE ALLOWED TO CURE & DRY BEFORE PLACEMENT OF CPT,

VCT OR CMT FLOOR COVERINGS. FOLLOW THE MANUFACTURE OF THE SPECIFIC FLOOR

COVERING IN APPLICATION PROCEDURES & REQUIREMENTS.

12. THE GENERAL CONTRACTOR SHALL REPORT TO CONTRACTING OFFICER WHEN

CONTRACTOR FOUND ASBESTOS CONTAINING MATERIAL DURING THE REMOVAL WORK

FOR REMOVING ASBESTOS CONTAINING MATERIAL BY CONTRACTORS (SEE SPECS).

13. THE CONTRACTOR IS REQUIRED TO USE "LEAD FREE" COATINGS (LIQUID PAINTS OR

COATINGS WITH LESS THAN 0.05 PERCENT LEAD BY WEIGHT OF THE NON-VOLATILE

SOLIDS) DURING THE EXECUTION OF THIS PROJECT. THE CONTRACTOR WILL PROVIDE

A CERTIFICATE OR MATERIAL SAFETY DATA SHEET (MSDS), WRITTEN IN ENGLISH, FROM

THE MANUFACTURE SHOWING THE PRODUCT IS LEAD FREE.

14. THE CONTRACTOR IS REQUIRED TO USE "ASBESTOS FREE" MATERIALS (LESS THAN 0.1

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

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

MANUFACTURER VERIFYING THE PRODUCT IS ASBESTOS FREE. TESTS HAVE INDICATED

THAT ASBESTOS IS NOT PRESENT IN THE AREAS AFFECTED BY THIS WORK: HOWEVER,

IF SUSPECTED ASBESTOS CONTAINING MATERIAL ARE DISCOVERED, THE CONTRACTOR

SHALL CEASE WORK IN THE AFFECTED AREA AND NOTIFY THE CONTRACTING OFFICER.

THE WORK AREA WILL NEED TO BE RESURVEYED AND ASBESTOS MATERIALS SHOULD

BE REMOVED PRIOR TO ANY WORK TO ASSURE THAT APPROPRIATE ASBESTOS

CONTROL IS IN ACCORDANCE WITH THE KOREA ENVIRONMENTAL GOVERNING

STANDARD (KEGS). THE CONTRACTOR SHALL PROVIDE THE NEW SURVEY REPORT AND

ASBESTOS REMOVAL DOCUMENTATION TO 8 CES/CEAN.

15. THE CONTRACTOR SHALL USE LOW CONCENTRATION VOLATILE ORGANIC COMPOUND

(VOC) MATERIALS WHERE POSSIBLE TO REDUCE/MINIMIZE VOC EMISSIONS, AND

MAINTAIN FOSSIL FUEL BURNING EQUIPMENT TO REDUCE NITROGEN OXIDES EMISSIONS

IN AN EFFORT TO NOT INCREASE AMBIENT OZONE LEVELS.

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

MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP

DRAWINGS FOR ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE APPROVED

BY THE COR BEFORE FABRICATION AND INSTALLATION.

17. THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DRAWINGS FOR O & MA PROJECTS, KOREA, 24 JANUARY 2014, DEPARTMENT OF THE

ARMY, INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE." FORM AS A

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

ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

CONTRACT.

18. ABBREVIATIONS THAT ARE NOT DEFINED IN STANDARD DRAWING SHALL REFERENCE

THE PREVIOUS ARMY DESIGN.

19. ALL DIMENSIONS IN CONTRACT DESIGN ARE METRIC SYSTEM AND MAY NOT EXACTLY

MATCH WITH EXISTING STRUCTURE. CONTRACTOR SHALL CONSIDER THE EXISTING

DIMENSION FIRST.

20. INSULATION "R" VALUES:

A. ROOF = 20.06

B. WALL = 10.86

NEW PVC TILES INCLUDING VINYL COVE BASES (VCB).

2. REPLACE ALL EXISTING DETERIORATED CERAMIC FLOOR & WALL TILES WITH NEW

INCLUDING TILE ACCESSORIES, METAL LATH, MORTAR BED AND WATERPROOFING IN

BATHROOM & SHOWER ROOM.

3. REPLACE ALL EXISTING DETERIORATED STAIR RUBBER TILES WITH NEW.

4. REPLACE ALL EXISTING DETERIORATED ALL GYPSUM WALL BOARD (GWB) WALLS WITH

NEW INCLUDING METAL STUDS AND SOUNDPROOF INSULATIONS (STC 45).

5. REPLACE ALL EXISTING DETERIORATED ACOUSTIC CEILING SYSTEMS WITH NEW

INCLUDING METAL SUSPENSION SYSTEM.

6. REPLACE ALL EXISTING DETERIORATED GWB CEILING SYSTEMS WITH NEW INCLUDING

CEILING SUSPENSION SYSTEM.

7. REPLACE ALL EXISTING DETERIORATED DOORS AND DOOR FRAMES WITH NEW

INCLUDING HARDWARE.

8. REPLACE ALL EXISTING DETERIORATED WINDOWS AND WINDOW FRAMES WITH NEW

INCLUDING HARDWARE, INSECT SCREENS, AND HORIZONTAL MINI BLINDS. WINDOWS

CLEAR LAMINATED GLASS + 12 THK AIR SPACE + 6 THK TINTED LOW-E TEMPERED PAIR

GLASS SYSTEM (SHGC: MAX 0.4). BLINDS SHALL BE FIREPROOF TYPE.

9. REPLACE ALL EXISTING DETERIORATED WOODEN WINDOW SILLS WITH NEW (NATURAL

10. REPLACE EXISTING DETERIORATED STANDING SEAM METAL ROOF SYSTEM WITH NEW

INCLUDING ALL ACCESSORIES AND FLASHING, ETC.

11. PAINT ALL REQUIRED INTERIOR AND EXTERIOR SURFACES AS SCHEDULED.

12. REPLACE ALL EXISTING DETERIORATED KITCHENETTE SYSTEMS WITH NEW INCLUDING

BASE & UPPER CABINETS.

13. REPLACE ALL EXISTING DETERIORATED WOODEN HANGER RAILS WITH NEW AT

14. REPLACE ALL EXISTING DETERIORATED WOODEN SHELF CABINETS WITH NEW AT

WALK-IN CLOSETS INCLUDING SHELVES AND RODS.

15. REPLACE EXISTING PIPE CHASES AND PIPE COVERS WITH NEW FOR MECHANICAL AND

ELECTRICAL WORK.

16. REPLACE ALL EXISTING DETERIORATED TOILET ACCESSORIES AND VANITY CABINETS

WITH NEW.

17. REPLACE ALL EXISTING DETERIORATED STAINLESS STEEL LAUNDRY SHELVES WITH

NEW.

18. REPLACE ALL EXISTING DETERIORATED FIRE EXTINGUISHER CABINET (FEC) WITH NEW.

19.

JANITOR ROOMS.

20. REPLACE ALL EXISTING DETERIORATED ACCESS DOORS WITH NEW ON WALLS &

CEILINGS.

21. REPLACE ALL EXISTING DETERIORATED INTERIOR AND EXTERIOR SIGNAGE WITH NEW.

22. REPLACE ALL EXISTING DETERIORATED AIR INTAKE LOUVERS FOR FAN COIL UNITS WITH

NEW.

23. INSTALL NEW SPRINKLER VALVE ROOM AT FIRST FLOOR AS SHOWN ON THE 1ST FLOOR

PLAN.

A-1

GENERAL NOTES SCOPE OF WORKS

24.

TURN IN TO DPW.

SOFTWARE FOR DPW. REMOVE ALL EXISTING CARDKEY LOCKSETS CAREFULLY AND

PRODUCING EQUIPMENT, ONE(1)EA.OF NOTEBOOK COMPUTER INCLUDING CONTROL

APPROVED EQUAL). PROVIDE 200 EA. OF BLANK CARDS, ONE(1)EA. OF CARDKEY

25. REPLACE EXISTING DOOR LOCKS WITH NEW CARDKEY SYSTEM ('ONITY, HT-24', OR

PLYWOOD WITH NEW 18THK. PLYWOODS INCLUDING PLASTIC LAMINATED FILM.

PAINT ON EXISTING METAL STORAGE BINS AND REPLACE DETERIORATED EXISTING

3150 49784

28452946 2845 2845 2845 2845

46330

3150 49784

28452946 2845 2845 2845 2845

46330

57911829 1829

C D E F G H J KA-6 B LK-4

C L

C L C

C L

FEC FEC

FECFEC

FEC FEC

5690 5690 5690 5690 5690 5690 8026

28452845 2845 2845 2845 2845

5690 5690 5690 5690 5690 5690 2743

5690 5690 5690 5690 5690 5690 8026

28452845 2845 2845 2845 3048 1829

5690 5690 5690 5690 5690 5690 2743

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

UPDN

CAB

REF

CAB

TVTV

LTLT

TVTV

BEDBED

REF

SINK

TVTV

LTLT

TVTV

BEDBED

REF

SINK

SECOND FLOOR PLAN

FIRST FLOOR PLAN

AS SHOWN

191107

KYK

9 66

K-16 AIRFIELD

REPAIR BUILDING S-156

BEDROOM BEDROOM

AREA

SERVICE

CLOSET

WALK-IN CLOSET

WALK-IN

AREA

SERVICE

CLOSET

WALK-IN

CLOSET

WALK-IN

BEDROOM BEDROOM

BATH

BALCONY

DRAIN

GRAVEL

DRAIN

GRAVEL

BEDROOM BEDROOM

AREA

SERVICE

CLOSET

WALK-IN CLOSET

WALK-IN

AREA

SERVICE

CLOSET

WALK-IN

CLOSET

WALK-IN

BEDROOM BEDROOM

BATH

BALCONY

BEDROOM

LT LT

BEDROOM

MECH._RM

LAUNDRY

DAYROOM

COMM._RM

STAIR

JANITOR

OPEN_STAIR

WALKWAY

LTLT

BEDROOM

LT LT

BEDROOM

STORAGE

DAYROOM

STAIR

JANITOR

OPEN_STAIR

WALKWAY

BALCONY

BEDROOM

CORRIDOR

STORAGE

228-1

VALVE_ROOM

126-1

W1D1 D1

D11

D22

D10

D9 D7

NEW CMU

W3 W2

D15

D14A

D14

D13

D12

L3 W4

D16

D23

30A__ 30B__ 36A__ 36B__35A__ 35B__34A__ 34B__33A__ 33B__32A__ 32B__31A__ 31B__

16B__16A__15A__ 15B__14A__ 14B__13B__13A__12B__12A__11B__11A__10B__10A__

___8A ___8B___7B___7A___6B___6A___5B___5A

___9B___9A 20_

21_

24B__24A__ 25A__ 25B__ 26A__ 26B__ 27A__ 27B__ 28A__ 29A__28B__ 29B__

17_

20A

20B

37A

38A__39

A-2

- A2

FIRST FLOOR PLAN

SCALE : 1 / 100

- A2 SCALE : 1 / 100

SECOND FLOOR PLAN

3150 49784

28452946 2845 2845 2845 2845

46330

57911829 1829

C D E F G H J KA-6 B LK-4

C D E F G H J KA-6 B LK-4A

57911829

52934

1829 305

46330

57911829305 1829 305

C L

C L C

C L

FEC FEC

FECFEC

5690 5690 5690 5690 5690 5690 8026

28452845 2845 2845 2845 2845 1930

5690 5690 5690 5690 5690 5690 2743

5690 5690 5690 5690 5690 5690 27433150

5690 5690 5690 5690 5690 5690 2743

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

REF

CAB

TVTV

LTLT

TVTV

BEDBED

REF

SINK

ROOF PLAN

THIRD FLOOR PLAN

AS SHOWN

191107

KYK

10 66

K-16 AIRFIELD

REPAIR BUILDING S-156

BEDROOM BEDROOM

AREA

SERVICE

CLOSET

WALK-IN CLOSET

WALK-IN

AREA

SERVICE

CLOSET

WALK-IN

CLOSET

WALK-IN

BEDROOM BEDROOM

BATH

BALCONY

LTLT

BEDROOM

LT LT

BEDROOM

STORAGE

DAYROOM

STAIR

JANITOR

OPEN_STAIR

BALCONY

WALKWAY

BALCONY

CORRIDOR

BEDROOM

W1D1 D1

D21

D24

L3 D20 D19

D18 D17

43B__43A__ 44A__ 44B__ 45A__ 45B__ 46A__ 46B__ 47A__ 48A__47B__ 48B__

54A__ 54B__53A__ 53B__52A__ 52B__51A__50A__ 51B__49A__ 50B__49B__ 55B__55A__

56A

58_

A-3

- A3 SCALE : 1 / 100

THIRD FLOOR PLAN

- A3 SCALE : 1 / 100

THIRD FLOOR PLAN

REPLACE STANDING SEAM METAL ROOF SYSTEM WITH NEW

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

191107

KYK

11 66

K-16 AIRFIELD

REPAIR BUILDING S-156

A-4

C D

600400 1000 200 7456004001000

745 600400 1000 200 7456004001000

700 800 910

445700800910

445 700 800 910 445700800910

BEDROOM BEDROOM

AREA

SERVICE

CLOSET

WALK-IN

CLOSET

WALK-IN

AREA

SERVICE

CLOSET

WALK-IN

CLOSET

WALK-IN

BEDROOM BEDROOM

BATH

C L

2845 2845

- A4 SCALE : 1 / 50

TYPICAL ENLARGED FLOOR PLAN

EXIST SLAB

L-50x50x62EA-

50x50x6 PLATE WELD TO FRAME

W/12 DIA EXP BOLT @ EACH FRAME

L-50x50x6

STL FRAME

M A

T C

H T

@ 400 OC (TYP)ON 65 MET STUD

ACCESS DOOR

PIPE COVER DETAIL

(COLOR TO MATCH FCU)

1.2mm THK. STEEL SHT COVER

VCB

EXISTING WALL3B

2B PIPE COVER DETAIL

EXST CMU WALL OR GWB WALL

STL FRAME @400 O.C.

PAINT 15 THK FIRERATED GWB

200W x 200H

PIPE CHASE DETAIL2A

- A4

PIPE CHASE AND COVER DETAILS

NO TO SCALE

25x38 WOOD NAILER

FRONT STRIP

38x50 HARD WOOD

VCB

MTL LATH (3.4#/SY)

CEMENT MORTAR BED

WATER-PROOFING

SHOWER RM.

TOILET/

CLOSET

WALK-IN

PANTRY

AS SCHD

FINISH

AS SCHD

FINISH

@1,200 O.C.

90 W MTL BLOCK'G

@400 O.C.

90 W MTL STUD

AS SCHD

FINISH VCB

AS SCHD

FINISH

5A 5C 5D 5E

WOODEN

@1,200 O.C.

150 W MTL BLK'G

@400 O.C.

150 W MTL STUD

VCB

(STC=45)

SOUNDPROOF INSULATION

SHELF & ROD

GCWT ON CEMENT BOND COAT

FIRERATED

12.5THK GWB

PAINT ON

CEMENT MORTAR BED

WATERPROOFING MEMBRANE

FT ON CEMENT BOND COAT

PL-1 ON 19T PLYWOOD

HANGER RAIL(TYP)

3B SECTION

FILL GROUT

FL LEVEL AL SHEET FLASHING

SEALANT

SSTL PLATE

5 THK BENT

3A ELEVATION

& FINISH SYSTEM

EXT INSUL

SSTL PLATE

5 THK BENT

FL LEVEL

DASHED LINE FOR

(BEYOND)

LOUVER

(SEE MECH DWG)

HANGING ROD

4 DIA HOLE (TYP)

CLOTHES

25 DIA SST PIPE

-25x25x2

2.5 THK SST

BRACKET

22x200 WOOD

1.6 THK SST SOCKET

CLOTHES HANGING ROD

25 DIA SST PIPE

5 50

0 50

PAINT GWB

@ 900 OC

BOLTS

9 DIA TOGGLE

PLASTIC LAMINATE (PL-1)

O O

HANGING ROD

SST BRACKET

CLOTHES

2.5 THK

25 DIA SST PIPE

-25x25x2 SST BRACKET

POSTFORM

9 DIA TOGGLE BOLTS

PAINT CMU

BOTH SIDES-SHELF & SIDE PANEL

ON 18 THK PLYWD

PLASTIC LAMINATE (PL-1)

ON 18 THK PLYWD

@ 300 O.C

SEE DETAIL

@ 900 OC

100350

@ 900 OC

PATCH & PAINT

ON EXST.EIFS.

PATCH & PAINT

ON EXST.EIFS.

- A4 NO TO SCALE

AIR INTAKE LOUVER DETAILS

- A4 NO TO SCALE@ WALK-IN CLOSET

TYP. SHELF & ROD DETAILS

A4 A4

WALL SECTIONS

SCALE : 1 / 20

AND DETAILS

UNIT PLAN, WALL SECTIONS

FIRERATED GWB CLG

PAINT ON 12.5 THK

FIRERATED GWB CLG

PAINT ON 12.5 THK

FIRERATED

12.5THK GWB

PAINT ON

GWB CLG

12.5 THK FIRERATED

PAINT ON

WATERPROOF GWB CLG

PAINT ON 12.5 THK

FIRERATED

12.5 THK GWB

PAINT ON

VCB

AS SCHD

FINISH

WOODEN

HANGER RAIL(TYP)

FIRERATED GWB CLG

PAINT ON 12.5 THK

EXST.CPL

PAINT ON

ON EXST.WALL

B C

EXST.CPL

PAINT ON

S156

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

191107

KYK

12 66

K-16 AIRFIELD

REPAIR BUILDING S-156

A-5

BUILDING ELEVATIONS

C D E F G H J KA-6 B LK-4

23452 3 4 5

CDEFGHJK A-6BL K-4

3rd FLOOR

2nd FLOOR

1st FLOOR

3rd CEILING

3rd FLOOR

2nd FLOOR

1st FLOOR

3rd CEILING

3rd FLOOR

2nd FLOOR

1st FLOOR

3rd CEILING

3rd FLOOR

2nd FLOOR

1st FLOOR

3rd CEILING

SSMR

ON EXST.EIFS.

APPLY FINSH COAT

SSMR

DOOR

NEW BLAST

ON EXST.EIFS.

APPLY FINSH COAT

WINDOW

NEW BLAST

ON EXST.EIFS.

APPLY FINSH COAT

CAULKING SEALANT

EXPASION JOINT

REPLACE ALL

ON EXST.EIFS.

APPLY FINSH COAT

ON EXST.EIFS.

APPLY FINSH COAT

WINDOW

NEW BLAST

ON EXST.EIFS.

APPLY FINSH COAT

SSMR

DOOR

NEW BLAST

DOOR

NEW BLAST

DOOR

NEW BLAST

DOOR

NEW BLAST

ON EXST.EIFS.

APPLY FINSH COAT

ON EXST.EIFS.

APPLY FINSH COAT

ON EXST.EIFS.

APPLY FINSH COAT

WINDOW

NEW BLAST TURN & TILT

WINDOW

NEW BLAST TURN & TILT

CAULKING SEALANT

REPLACE ALL EXPASION JOINT

ON EXST.EIFS.

APPLY FINSH COAT

SSMR

DOOR

NEW BLAST

CAULKING SEALANT

REPLACE ALL EXPASION JOINT

EXST.GUARD RAILS

PAINT ON ALL

EXST.GUARD RAILS

PAINT ON ALL

EXST.GUARD RAILS

PAINT ON ALL

ON EXST.EIFS.

APPLY FINSH COAT

SSMR

ON EXST.EIFS.

APPLY FINSH COAT

ON EXST.EIFS.

APPLY FINSH COAT

ON EXST.EIFS.

APPLY FINSH COAT

WINDOW

NEW BLAST

- A5

SOUTH ELEVATION

- A5

NORTH ELEVATION

- A5

WEST ELEVATION EAST ELEVATION

SCALE : 1 / 100

SCALE : 1 / 100 SCALE : 1 / 100

S156

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

191107

KYK

13 66

K-16 AIRFIELD

REPAIR BUILDING S-156

A-6

BUILDING SECTIONS

C D E F G H J KA-6 B LK-4

3rd FLOOR

2nd FLOOR

1st FLOOR

3rd FLOOR

2nd FLOOR

1st FLOOR

16459

2345 16

52934

3rd FLOOR

2nd FLOOR

1st FLOOR

TOP OF CONC BM

16459

2345 16

3rd FLOOR

2nd FLOOR

1st FLOOR

TOP OF CONC BM

(C L

G H

G T

(C L

G H

G T

(C L

G H

G T

(C L

G H

G T

(C L

G H

G T

(C L

G H

G T

FLASHING

CAP

NEAR SIDE

LINE OF CLG

NEAR SIDE

LINE OF CLG

NEAR SIDE

LINE OF CLG

TOP OF CONC BM

FLASHING

CAP

CLOSET

WALK-IN

DAYROOM

LAUNDRY

MECH_RM

STORAGE

DAYROOM

STORAGE

DAYROOM

CLOSET

WALK-IN

CLOSET

WALK-IN

PLATFORM

MECHANICAL

OPEN STAIR

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

BEDROOM

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

BEDROOM

CLOSET

WALK-IN

CLOSET

WALK-IN

SVC. AREA

BEDROOM

OPEN STAIR

CORR___

BEDROOM

320CLOSET

WALK-IN

BEDROOM

320CLOSET

WALK-IN

CLOSET

WALK-IN

BEDROOM

320CLOSET

WALK-IN

CLOSET

WALK-IN

BEDROOM

BATH

CLOSET

WALK-IN

BEDROOM

320134

SINK

SVC.AREALAV

SINK

LAV

LAVSVC.AREA

SVC.AREA

5690 1422 5690 1829

1829 5791 5690 5690 5690 5690 5690 5690 2743 1829

5690 1422 5690 1829

WALKWAY

BALCONY

WALKWAY

BALCONY

WALKWAY

BALCONY

WALKWAY

NEW SSMR ROOFING NEW SSMR ROOFING

NEW SSMR ROOFING

BALCONY

WALKWAY

NEW SSMR ROOFING

126-1

VALVE ROOM

- A6 SCALE : 1 / 100

BUILDING SECTION 2

- A6 SCALE : 1 / 100

BUILDING SECTION

- A6 SCALE : 1 / 100

BUILDING SECTION

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

191107

KYK

14 66

K-16 AIRFIELD

REPAIR BUILDING S-156

FINISH SCHEDULE

INTERIOR & EXTERIOR

A-7

P2 P2

ROOM NAME

FLOOR BASE

CEILING

COLOR HGT. EXST.

COLOR

REMARKS

EXST NEW EXST NEWCOLOR NEW EXST. COLORNEW EXST. COLORNEW EXST. COLORNEW EXST. COLORNEW HGT.

A BROOM NO.

U N

A L L

PVCT PVCT1 VCB VCB1 100

CMT CMT1 - - -

T F

L O

O R

GWT

GWB P3

P3 GWB

2,400

WALLS

INTERIOR FINISH SCHEDULE

VCB1

GWT

- CONC - - - - P2 - CS1

CMT CMT1 -

P2 PVCT PVCT1 VCB VCB1 100 P2 P2 ACST ACST1

P2 P2 100*

RST

RT RT1

RST1

P2 P2 P3

- - - CS1

GWB P3 P2 P2 P2

SEALER 100 P2 CS1 VCB VCB1 P2 P2 P2

P2 GWTPVCT PVCT1 VCB VCB1 100 P2 GWB P2 ACST ACST1

RST

RT RT1

RST1

100* P2 P2 P3 P2

P3 QT QT1

P2 P2 P2 P2

RCB

GWB P2 GWB P2 CMU P2 CMU P2 P3 CONC

GWB -

RCB

P2 P2 P2

2,400

GWB

GWBP2 P2 GWB

QT QT1

SEALER

100RCB P3 - - P2 P2

ACST1

PL1

PL2

PL3

PL4

10745-60 (FOR COUNTERTOPS @ DAYROOMS)

BIRNBALUM

PLASTIC LAMINATE WILSONART INTERNATIONAL

10576-60 (FOR CABINET DOORS BOT, SIDES & INTR @ DAYROOMS)

WESTERN WHITE

PLASTIC LAMINATE WILSONART INTERNATIONAL

D F

L O

O R

D F

L O

O R

QTB QTB1 125

P2 P2 P2

2,650 ±

VAR

2,625±

VAR

2,650±

2,625±

* SEE FNSH SCHED NOTE 1

2,625±

* SEE FNSH SCHED NOTE 1

2,625±

2,650±

VAR

2,625±

VAR

2,625±

2,650 ±

GWT

SEALER 100 P2 CS1 VCB VCB1 P2 P2 P2

P2 GWTPVCT PVCT1 VCB VCB1 100 P2 GWB P2

RST

RT RT1

RST1

100* P2 P2 P3 P2

P3 QT

GWB

DAYROOM(EXST:LOUNGE)

RCB

P2 P2 P2

2,400

100RCB P3 - - P2 P2

VAR

* SEE FNSH SCHED NOTE 1

GWT

PVCT PVCT1 VCB GWB GWB P3 GWB

BEDROOM

WALK - IN CLOSET

SVC AREA

BATH ROOM

LAV AREA VCB1 100 -

GWB

STORAGE

STAIR

OPEN STAIR

CORRIDOR

NEW BALCONY

DAYROOM(EXST:LOUNGE)

STORAGE

STAIR

OPEN STAIR

CORRIDOR

MECH. ROOM

LAUNDRY

DAYROOM

STAIR

COMM. ROOM

OPEN STAIR

JANITOR CLOSET

WALKWAY

VAR

2,400±

GWB

2,400

VAR

2,400±

VAR

DESCRIPTION

MANUFACTURER AND/OR

PVCT1

RT1

F L

O O

R S

CMT1

GROUT

CMT

ANTIQUE WHITE, OR APPROVED EQUAL

MOLD & MILDEW RESISTANT, STAIN PROOF

FLOOR TILE GROUT

QT1

QTST1

MESA BROWN W/…" GROUT JOINT

AMERICAN OLEAN TILE CO.

QUARRY TILE GROUT

CS1

POLYKRETE MP. GRAY

DELTA POLYMER, INC.

CONCRETE SEALER

STRINGER AND BASE, OR APPROVED EQUAL

SOCR42, 3THK FOR TREAD/RISER, RMCMU, 2THK FOR

I-BADAK FLOORING SYSTEM, CMR42, 3THK FOR FLOOR,

RUBBER TILE

NON-SLIP, 300 x 300 x 8 THK, OR APPROVED EQUAL

DONGSEO, INUS, FG 7L67-1, MARON

NON-SLIP CERAMIC FLOOR TILE

6" X 6" X ƒ" DESERT WITH ABRASIVE GRAIN

AMERICAN OLEAN TILE CO.

QUARRY TILE STAIR TREAD

457.2MMx457.2MM, 3MM THK, OR APPROVED EQUAL

KCC SENSE TILE, CERAMIC, TN2412C

PVC TILE

FINISH COLOR SCHEDULE

GROUT

CODE

FINISH

DESCRIPTION

MANUFACTURER AND/OR

CODE

FINISH

B A

S E

OR APPROVED EQUAL

LG HAUSYS, DARK BROWN, 100 HGT 3THK,

VINYL COVE BASE

OR APPROVED EQUAL

300 x 600 x 10 THK, DONGSEO, INUS, LQR 1N92-1, GLOSS

GLAZED WALL TILE

W A

L L S

DESCRIPTION

MANUFACTURER AND/OR

CODE

FINISH

ANTIQUE WHITE, OR APPROVED EQUAL

MOLD & MILDEW RESISTANT, STAIN PROOF

GLAZED WALL TILE GROUT

OR APPROVED EQUAL

NOROO NR7066, LATEX/SEMIGLOSS

PAINT

(GROUT)

GWT

C E

DESCRIPTION

MANUFACTURER AND/OR

CODE

FINISH

C A

S E

W O

R K

QTB1

6" X 5" X •", #3 DESERT W/ ABRASIVE GRAIN

AMERICAN OLEAN TILE CO.

QUARRY TILE COVE BASE

6" X 6" X •" #3 DESERT W/ABRASIVE GRAIN

AMERICAN OLEAN TILE CO.

QUARRY TILE

GWB P2 GWBPVCT PVCT1 VCB VCB1 100 P2 GWB P2 GWB 2,400

2,200 2,400*

* ONLY @3rd FLOOR

2,200

2,400*

* ONLY @3rd FLOOR

2,200 2,400*

* ONLY @3rd FLOOR

2,200 2,400*

* ONLY @3rd FLOOR

228-1 STORAGE P2 - P3

GWB

* SEE FNSH SCHED NOTE 1

(FOR COUNTERTOPS @ SERVICE AREAS, VANITY COUNTERTOPS)

NEUTRAL NEBULA, 4628-60

PLASTIC LAMINATE WILSONART INTERNATIONAL

E R

S S

T R

G E

R S

S T

R E

A D

RST1

QTB1 QTB 125

RT RT1

GWB

2,625±

* SEE FNSH SCHED NOTE 1

QT1 QTB QTB1 125

RT RT1

2,100

SIDES & INTR @ SERVICE AREAS.

CASHMERE, 0432-60 (FOR CABINET & VANITY DOORS, BOT,

PLASTIC LAMINATE WILSONART INTERNATIONAL

(MERCER #201 BROWN)

PREMOLDED RUBBER NOSING

RISERS (0.125" THK), AND SKIRTING

# 4491 TAUPE WITH MATCHING COVED

(DIAMOND PROFLE)

ENDURA STAIR TREAD

RUBBER STAIR TREAD

OR APPROVED EQUAL

MC 3102, WHITE

KCC MITONE, 603 X 603 X 15

ACOUSTICAL CEILING TILE

GWB

GWB P2

GWT

P2 P2

P2 GWB

CONC

CMT

VCT

RST

SEALER

VCB

RCB

CPL CPL CMU ACST

EIFS EFS EFS

CMU GWB CMU

CPL CPL

GWB CMU CMU CONC

EFS

EIFS

EFS

EFS EFS

EFS

EIFS

CONC

CPL

EIFS

VCT VCB

CMT - GWT GWT

GWB

SEALER VCB

CPL GWBVCT VCB CPL GWB ACST

RST

EFS

GWB -

RCB

EFS EIFS EFS EFS

CPL CPL CPL

CMU CMU CMU

GWB CPL

GWB GWB

RCB -

EFS

EIFS

EFS

EIFS

EFS

EIFS

EFS

EIFS

EFS

EIFS

SEALER VCB

CPL GWBVCT VCB CPL GWB

RST

GWB

RCB

EFS EIFS EFS EFS

CPL CPL CPL

CMU CMU CMU

RCB -

EFS

EIFS

EFS

EIFS

EFS

EIFS

EFS

EIFS

EFS

EIFS

VCT VCB GWB GWB GWB

GWB CPL

EFS

GWB

CPL

GWB

EIFS

GWB

EFS

CONC

GWB GWBVCT VCB GWB GWB -

EFS

EIFS

GWB

CPL

EIFS

GWB

JANITOR CLOSET

CMU

CPL

GWB

EIFS

EFS

GWB

EIFS

126-1 - - - CS1 P2 P2 P2 P2 P3 CONCSEALER 2,625±VALVE ROOM - CONC

OR APPROVED EQUAL

NOROO NR7066, LATEX/EGGSHELL

PAINT

BALCONY

CMU -

GWB GWB P2

EIFS

EFS

* SEE FINISH SCHEDULE NOTE 1

SAND STONE COLOR, COLOR NO: 23617

REPAINT ON EXST. EIFS.

P1 P1 P1 P1- - - - -

SURFACE MATERIAL REMARKSCOLOR

EXTERIOR FINISH SCHEDULE

FINISH

WALL

ROOF

BALCONY ROOF

OF CANOPY

UNDER FACE

FLOOR

SSMR

METAL

ALUM

STEEL

FCTY

PAINT

STANDARD CONVENTION.

WALL ELEVATIONS ARE DESIGNATED BY THE

EXISTING COLORS.

REQUIRED. THE SELECTIONS MUST ONLY APPROACH THE ORIGINAL

COR. AN EXACT MATCH FOR NEW COLORS OR PATTERNS IS NOT

AS TME (TO MATCH EXISTING) FINISHES FOR APPROVAL BY THE

THE CONTRACTOR SHALL SUBMIT SAMPLES FOR ITEMS DESIGNATED

COLOR SCHEME AS APPROVED BY THE COR.

SHALL BE IN ACCORDANCE WITH THE CAMP PAGE EXTERIOR

SELECTION OF EXTERIOR PAINT AND FACTORY APPLIED COLORS

FINISH SCHEDULE NOTES

* SEE NOTE 1

* * SEE NOTE 1

* SEE INT FNSH SCHED

* SEE NOTE 1

ANODIZED *

BRONZE

SSMR

* SEE INT FNSH SCHED

EXTERIOR ROOF

FLOOR

* * SEE NOTE 1

* SEE INT FNSH SCHED

SSMR

* SEE INT FNSH SCHED

STAIRWAY

CEILING

AS APPROVED BY THE COR.

SHALL BE IN ACCORDANCE WITH K-16 EXTERIOR COLOR SCHEME

SELECTION OF EXTERIOR PAINT AND FACTORY APPLIED COLORS

ROOF ACCESSORIES

FCTY

WALLS

INTERIOR

WALLS

EXTERIOR

* SEE INT FNSH SCHED*

* SEE NOTE 1

PAINT * * SEE NOTE 1GUARDRAIL

FCTY

* SEE INT FNSH SCHED

WALLS

INTERIOR

WALLS

EXTERIOR

* SEE NOTE 1

GUARDRAIL * * SEE NOTE 1

DOOR

WINDOW

B C

•12.5mm THK EXTERIOR CEMENT BOARD.

OF (1) BASE LAYER 12.5mm THK TYPE "X" GWB AND (1) LAYER

ALL THE EXTERIOR CEILINGS ON THE THIRD FLOOR SHALL BE

RESISTANT GWB.

12.5mm THK TYPE "X" GWB AND (1) LAYER 12.5mm THK WATER

BATHROOM CEILINGS TO BE FINISHED WITH (1) BASE LAYER

OF (2) LAYERS OF 12.5mm THK TYPE "X" GWB EXCEPT FOR

ALL THE INTERIOR CEILINGS ON THE THIRD FLOOR SHALL BE

EXST.EIFS PAINT P1

PAINT

PAINT P1

SEALER

EXST.

CONC.

ST…

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