Drawing.pdf

PDF 5 MB Posted May 21, 2024

Attached to: Replace the Metal Shed at Bldg. #1420, Camp Henry
Solicitation number: W90VN924R0109
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · May 21, 2024

This document is a drawing related to a federal contract opportunity to Replace the Metal Shed at Building #1420, Camp Henry. The key details include:

The drawing provides the location plan, construction plan, roof elevation plans, roof floor plans, and lighting plan for the project to replace the metal shed at Building #1420, Camp Henry. It includes details on the installation of a new metal shed with a protected ribbed metal roof and corrugated metal walls, a steel flush double door, chain link wire netting, metal rain gutters and downspouts, and guard posts. The project also involves the removal of the existing wooden structure, chain link fence, and sheet metal canopy. The drawings specify the dimensions, materials, and installation requirements for the new construction. This project is covered under Solicitation #W90VN924R0109, which has a closing date of 7 Jun 2024, 01:00 PM (Korea local date and time). The contracting agency is the Department of the Army Materiel Command Army Contracting Command.

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Other files

File	Type	Posted
Amendment 0001-24R0109.pdf	PDF	May 28, 2024
RFP W90VN924R0109.pdf	PDF	May 21, 2024

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FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

LOCATION PLAN & GENERAL NOTE

B1420, CAMP HENRY

I5-10003-2J 1/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

1622 1680

VPC

TVPC

VICTORY FIELD

Billboard

Flag Poles

GATE 2

GATE 1

1616 1638

18421841

Barrier

SECOND STREET

FIRST STREET

C A

U E

THIRD STREET

FOURTH STREET

SIXTH STREET

SEVENTH STREET

A C O

U R

D A

U E

THIS PROJECT LOCATION

: B1420, CP HENRY

GENERAL NOTE

1. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION

AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION AND RENOVATION.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE

CONTRACTING OFFICER.

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

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

TO ADJACENT AREAS DIRECTED BY THE CONTRACTING OFFICER.

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

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

FACILITIES AND SHALL TAKE ALL NECESSARY PRECUATIONS FOR THE PROTECTION

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

4. THE CONTRACTOR SHALL COORDINATE ALL PHASE OF WORK WITH THE

CONTRACTING OFFICER AND USER.

5. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT EXISTING FACILITIES AND

ANY DAMAGES THAT MAY OCCUR DURING THE COURSE OF HIS WORK SHALL BE

RESTORED AT THE EXPENSE OF THE CONTRACTOR.

6. THE CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE AND

RECYCLABLE MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

DETERMINE PROPER MATERIAL HANDING METHODS.

7. SOLID WASTE

IN ACCORDANCE WITH USFK REG 201-1, CHAPTER 7, CONSTRUCTION WASTES MUST BE

SEGREGATED FOR RECYCLING WHENEVER POSSIBLE.

ALL BULK RECYCLABLE MATERIAL/EQUIPMENT(EX. SCRAP METAL) MUST BE REVIEWED

BY DLA-DS PRIOR TO DISPOSAL.

AREA IV DISPOSAL SERVICE REPRESENTATIVE (DSR): (DSN) 743-1361 /

(CELL) 010-8779-3598 /(EMAIL) DISPSERVKOREADSR@DLA.MIL

ALL CONSTRUCTION & DEMOLITION WASTE MUST BE DISPOSED PROPERLY BY

THE CONTRACTOR.

ALL HAZARDOUS WASTE MUST BE DISPOSED PROPERLY BY THE CONTRACTOR.

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FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

EXISTING AND REMOVAL PLAN

SCALE : 1/160

B1420, CAMP HENRY

I5-10003-2J 2/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

1/160

UNIT : MM

5, 2,800

1, 1, 2, ,5

2,5006,400

20,000

LEGEND

REMOVE WOODEN STRUCTURE WITH ROOF.

REMOVE CHAIN LINK FENCE WITH SHEET METAL COVER.

REMOVE CHAIN LINK WIRE NETTING AND SHEET METAL COVER.

(REMIND EXISTING LINE POST, BOTTOM, TOP AND BRACE RAIL)

REMOVE SHEET METAL CANOPY.

REMOVE OUTSIDE OUTLET WITH WIRE.

EXISTING STEEL GRATING DRAIN DITCH.

EXISTING STORM DRAIN INLET.

EXISTING SEWER MANHOLE.

EXISTING DRAIN PIPE.

OUTSIDE

OUTLET

REMARK

EXISTING FD SUPPLY AND STOCK WILL BE REMOVE AND RE-INSTALL BY USER.

SAREA 1

AREA

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BUILDING: 1420

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FLOOR: 1

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CONSTRUCTION PLAN

SCALE : 1/160

B1420, CAMP HENRY

I5-10003-2J 3/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

1/160

UNIT : MM

5, 2,500

1, 1, 2, ,5

2,500

6,400

20,000

LEGEND

INSTALL METAL SHED WITH PROTECTED RIBBED METAL ROOF.

INSTALL METAL SHED WITH PROTECTED RIBBED METAL ROOF AND CORRUGATED

METAL WALL.

INSTALL STEEL FLUSH DOUBLE DOOR.

INSTALL CHAIN LINK WIRE NETTING AND

PAINT EXISTING LINE POST, BOTTOM, TOP AND BRACE RAIL.

INSTALL METAL RAIN GUTTER.

INSTALL METAL DOWN SPOUT WITH CONC. SPLASH BLOCK.

INSTALL GROUNDING ROD

INSTALL GUARD POST AS SEE # 11 / 11

1, 8, 2, 1, 1, FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

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BUILDING: 1420

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FLOOR: 1

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ROOF ELEVATION PLAN - AREA 1

SCALE : NTS

B1420, CAMP HENRY

I5-10003-2J 4/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

UNIT : MM

AREA 1

2, 200 300

2,200

1,700

G.L

PROTECTED METAL FASCIA / EAVES

PROTECTED METAL GUTTER

PROTECTED 100MM METAL DOWN SPOUT

10 PROTECTED RIBBED METAL ROOF1

300 3006,400

7,000 3,500

PROTECTED 100MM METAL DOWN SPOUT

PROTECTED METAL FASCIA / EAVES

PROTECTED METAL GUTTER

PROTECTED RIBBED METAL ROOF

G.L

CONC. SPLASH BLOCK CONC. SPLASH BLOCK

1 2

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

300 300 300 900

5-#5 BAR BOTH WAY

250 X 250 X 19 THK STEEL BASE PLATE

W / 4-20 DIA X 300 LONG J-BOLTS

FOUNDATION DETAIL PLATE DETAIL

4-#5

4-20 DIA X 300

LONG J-BOLTS

LEVELING

MORTAR

STEEL COLUMN,

100MM X 100MM

CONC FOOTING,

200L X 200W X 150H

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ROOF FLOOR PLAN - AREA 1

B1420, CAMP HENRY

I5-10003-2J 5/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

UNIT : MM

AREA 1

2, 1, 7,000

300 3003,200

SQ PIPE, 100 X 100

SQ PIPE, 50 X 75

ROOF OUTLINE

SQ PIPE, 100 X 100

TENSION ROD

STEEL COLUMN, 100 X 100

CONC FOOTING, 200L X 200W X 200H

ROOF OUTLINE

2, 7,000

PROTECTED RIBBED METAL ROOF

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

GROUNDING ROD

CONC FOOTING, 200L X 200W X 150H

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ROOF ELEVATION PLAN - AREA 2-1

B1420, CAMP HENRY

I5-10003-2J 6/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

UNIT : MM

AREA 2

3, 2,500

CONC. SPLASH BLOCK

PROTECTED METAL DOWN SPOUT

PROTECTED METAL GUTTER

PROTECTED RIBBED METAL ROOF

PROTECTED METAL FASCIA / EAVES

PROTECTED CORRUGATED SHEET METAL WALL

G.L

1,4001,9002,5001,700

3, 1, 1, PROTECTED CORRUGATED SHEET METAL WALL

PROTECTED METAL FASCIA / EAVES STEEL FLUSH DOUBLE DOORPROTECTED METAL FASCIA / EAVES

PROTECTED CORRUGATED SHEET METAL WALL

STEEL COLUMN,

100 X 100

SQ PIPE, 50 X 75

1 3 4

G.L

CHAIN LINK FENCE

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

202020

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ROOF ELEVATION PLAN - AREA 2-2

B1420, CAMP HENRY

I5-10003-2J 7/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

UNIT : MM

AREA 2

3, 2,500

G.L

1,4001,9002,500

PROTECTED METAL FASCIA / EAVES

1 4

G.L

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

STEEL COLUMN,

100 X 100

SQ PIPE, 50 X 75

STEEL COLUMN,

100 X 100

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ROOF ELEVATION PLAN - AREA2-3

B1420, CAMP HENRY

I5-10003-2J 8/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

UNIT : MM

100 17,500 100

1,300 3,100 3,000 3,000 3,000 2,000

G.L

2,100

PROTECTED METAL

FASCIA / EAVES

PROTECTED METAL GUTTER

PROTECTED RIBBED METAL ROOF

PROTECTED METAL DOWN SPOUT

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

AREA 2

PROTECTED CORRUGATED SHEET METAL WALL

G.L

PROTECTED METAL

FASCIA / EAVES

PROTECTED METAL GUTTER

CONC. SPLASH BLOCK

PROTECTED RIBBED METAL ROOF

SQ PIPE, 50 X 75

STEEL COLUMN,

100 X 100

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B1420, CAMP HENRY

I5-10003-2J 9/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

NTS

UNIT : MM

ROOF FLOOR PLAN - AREA 2

SCALE : NTS

STEEL COLUMN, 100 X 100

CONC FOOTING, 200L X 200W X 200H

1,3002,1003,1003,0003,0002,000

ROOF OUTLINE46

2, STEEL COLUMN, 100 X 100

CONC FOOTING, 200L X 200W X 150H

ROOF OUTLINE46

2, SL

3, PROTECTED RIBBED METAL ROOF

3 4

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

SQ PIPE, 100 X 100SQ PIPE, 100 X 100

TENSION ROD

SQ PIPE, 50 X 75

GROUNDING ROD

AREA 2

17,500

3,000

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LIGHTING PLAN

SCALE : 1/160

B1420, CAMP HENRY

I5-10003-2J 10/11

REPLACE THE METAL SHED AT B1420,

CP HENRY

1/160

UNIT : MM

5, 2,500

1, 1, 2, ,5

2,500

6,400

20,000

1, 1, FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

LEGEND

EXISTING PANEL BOARD (P/N).

INSTALL 1' X 4' LED LIGHTING FIXTURE.

INSTALL 1' X 4' LED LIGHTING FIXTURE W/EM BATTERY PACK.

INSTALL EXIT LIGHT.

INSTALL ELECTRIC WIRES.

INSTALL TOGGLE SWITCH ON THE STEEL COLUMN.

CONNECT WITH EXISTING HOLE.

EXIT

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GUARD POST DETAIL

B1420, CAMP HENRY

I5-10003-2J 11/11

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CP HENRY

NTS

UNIT : MM

FEWR NO: I5-10003-2J

LOCATION : B1420, CAMP HENRY

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EMBED

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YELLOW

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BLACK

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CONCRETE CAP

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FFL

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YELLOW

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BLACK

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CONCRETE CAP

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4-D13 BARS

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FFL.

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(TYP.)

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(TYP.)

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REINFORCED

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CONC. FDN.

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DOWEL BARS

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WELDED TO

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STL. PIPE

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D10 SPIRAL

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REINF.

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CONC. FLOOR

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FINISH

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EXPANSION

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JOINT MATERIAL

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350 DIA.

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FILLED WITH

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CONC. GROUT

PAVING

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File details come from the government source that posted it. Updated May 21, 2024.