W912QR20B0016Plans-0001.pdf

PDF 944 KB Posted

Attached to
Olmsted Pole Barns 1 & 2, Olmsted IL Federal contract opportunity
Solicitation number
W912QR20B0016
Issued by
Department of the Army Corps of Engineers Engineering District Louisville

About this file

This package includes plans and specifications for the construction of two pole barns at Olmsted L&D in Olmsted, Illinois. The project involves erecting pole barns 1 and 2 according to the floor plans, elevations, sections and details provided. Work will also include installation of metal roofing, siding, gutters and downspouts. The estimated construction cost is between $1 million and $5 million. The solicitation is set aside 100% for woman-owned small businesses. The soliciting agency is the U.S. Army Corps of Engineers Louisville District. Bids are due through the ProjNet system by the date specified in the solicitation.

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Other files for this federal contract opportunity

Other files attached to Olmsted Pole Barns 1 & 2, Olmsted IL, newest first.
File Type Posted
Bid Opening Results.pdf PDF
W912QR20B0016Plans-0003.pdf PDF
W912QR20B0016Specs-0003.pdf PDF
W912QR20B0016Plans-0002.pdf PDF
W912QR20B0016Specs-0002.pdf PDF
W912QR20B0016Specs-0001.pdf PDF
W912QR20B0016Specs-0000.pdf PDF
W912QR20B0016Plans-0000.pdf PDF

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Text version

1-A-201

1-A-201

1-A-201

1-A-201

STORAGE

1B

1A

3'

8"

2'

8"

3'

8"

96' - 8"

2A

1C

CONDITIONED

STORAGE

9'

8" 8'

0"

1-A-301

1D

102B

DSDS

DSDS

1-A-301

2 3 4

B

A

C

1 5

3' - 0" 16' - 2 1/4"

7'

5" 6'

0"

0B6

0B6

3'

8"

4' - 0" 3' - 0"

6" DIA. 48" HIGH CONCRETE

FILLED STEEL PIPE

BOLLARDS, PAINTED

SAFETY YELLOW TYPICAL

1E

1-A-101

FEB

FEB

1-A-102

14' - 10"

3'

6"

EQ EQ EQ

1-A-101

HEAT PUMP UNIT. REFER TO

MECHANICAL DRAWINGS.

1-A-201

1-A-201

1-A-201

1-A-201 2 1

1-A-301

1-A-301

PREFINISHED METAL RAKE

TRIM (X2)

2-1/2" INSULATED METAL

ROOF PANEL (R-19 MIN) (X2)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

TO BOOT. SEE CIVIL

DRAWINGS (X3)

PREFINISHED METAL RIDGE

TRIM (X2)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

TO BOOT. SEE CIVIL

DRAWINGS (X3)

PRE-ENGINEERED

ALUMINUM CANOPY WITH

HANGAR RODS PER

MANUFACTURER

RECOMMENDATIONS (X13)

2 3 4

B

A

C

1 5

1"

1' -0

1"

1'

-0

1-A-102

A

DS

XX

X

ROOM NUMBER

DOOR SYMBOL

LOUVER TAG

COLUMN CENTERLINE

DOWNSPOUT

FIRE EXTINGUISHER BRACKET

ARCHITECTURAL LEGEND - SYMBOLS

Room Rm_Occupancy

FEB

1' - 6" 1' - 6"

CL CL

CL CL

SCHEDULED 80 6" PIPE

FOR EXTERIOR

BOLLARD, REFER

TO CIVIL DETAIL

A1/CS501

FOR INTERIOR

BOLLARD, REFER

TO 4/1-A-101

3'

2'

0"

0' - 8" 0' - 8"

1' - 10"

0' - 6"

ROUNDED CONCRETE CAP

6" SCHEDULE 80 CONCRETE

FILLED STEEL PIPE, PAINTED

SAFETY YELLOW

3/4" EXPANSION JOINT

CONCRETE SLAB SEE

STRUCTURAL

US Army Corps of Engineers ®

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1/8" = 1'-0"1 FLOOR PLAN

GENERAL NOTES

1 REFERENCE ELEVATION 0'-0" =372' ABOVE MEAN SEA LEVEL, COORDINATE WITH CIVIL

DRAWINGS.

2 SEE SHEET A-001 FOR STANDARD INFORMATION, INCLUDING ABBREVIATIONS,

LEGENDS, SYMBOLS AND DETAILS.

3 DIMENSIONS ARE TO OUTSIDE OF STEEL GIRTS. REFER TO ENLARGED OR PARTIAL

PLANS FOR ADDITIONAL INFORMATION, INCLUDING WALL TYPES AND ADDITIONAL

DIMENSIONS.

4 ALL NOTES AND DETAILS DRAWN AS TYPICAL SHALL BE APPLICABLE TO ALL SIMILAR

CONDITIONS, UNLESS NOTED OTHERWISE.

5 STRUCTURE IS EXPOSED ON INTERIOR. NO CEILING REQUIRED IN BLDG EXCEPT IN

CONDITIONED STORAGE.

6 TRAILERS INDICATED ARE NOT PART OF CONTRACT AND STORED BY OWNER.

7 EXTERIOR BOLLARDS ARE REFERENCE ONLY. SEE CIVIL DRAWINGS CS101.

8 CHEMICAL CONCRETE HARDENER SHALL BE PROVIDE THROUGHOUT STORAGE 101

AND CONDITIONED STORAGE 102.

1/8" = 1'-0"2 ROOF PLAN

GENERAL NOTES - ROOF PLAN

1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF

MANUFACTURER.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP

FOR EXACT LOCATION & SIZE OF ROOF PENETRATIONS.

1/2" = 1'-0"3

BOLLARD DETAIL

@ OVHD DR

1/2" = 1'-0"4 INTERIOR BOLLARD DETAIL

R

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W912QR20B0016Plans-0001

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2-A-201

2-A-201

2-A-201

2-A-201

STORAGE

2-A-301

6' - 6" 3' - 0" 87' - 2"

3'

8"

2'

8"

3'

8"

2-A-301

96' - 8"

DSDS

DSDSDS

3B

3C

3A

DS

1 2 3 4 5

A

B

C

6' - 6" 3' - 0"

3D

FEB

FEB

6" DIA. 48" HIGH CONCRETE

FILLED STEEL PIPE

BOLLARDS, PAINTED

SAFETY YELLOW TYPICAL

2-A-101

2-A-102

3'

6"

EQ EQ EQ

2-A-101

A

DS

XX

X

ROOM NUMBER

DOOR SYMBOL

LOUVER TAG

COLUMN CENTERLINE

DOWNSPOUT

FIRE EXTINGUISHER BRACKET

ARCHITECTURAL LEGEND - SYMBOLS

Room Rm_Occupancy

FEB

2-A-201

2-A-201

2-A-201

2-A-201

2-A-301

2-A-301

PREFINISHED METAL

GUTTER AND DOWNSPOUT

TO BOOT. SEE CIVIL

DRAWINGS (X3)

PREFINISHED METAL RAKE

TRIM (X2)

PRE-ENGINEERED

ALUMINUM CANOPY WITH

HANGAR RODS PER

MANUFACTURER

RECOMMENDATIONS (X13)

2-1/2" INSULATED METAL

ROOF PANEL (R-19 MIN) (X2)

PREFINISHED METAL RIDGE

TRIM (X2)

1"

1' -0

1"

1'

-0

1 2 3 4 5

A

B

C

2-A-102

1' - 6" 1' - 6"

CL CL

CL CL

FOR INTERIOR

BOLLARD, REFER

TO 3/2-A-101

FOR EXTERIOR

BOLLARD, REFER

TO CIVIL DETAIL

A1/CS501

3'

2'

0"

0' - 8" 0' - 8"

1' - 10"

0' - 6"

ROUNDED CONCRETE CAP

6" SCHEDULE 80 CONCRETE

FILLED STEEL PIPE, PAINTED

SAFETY YELLOW

3/4" EXPANSION JOINT

CONCRETE SLAB SEE

STRUCTURAL

US Army Corps of Engineers ®

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1/8" = 1'-0"1 FLOOR PLAN

GENERAL NOTES

1 REFERENCE ELEVATION 0'-0" =372' ABOVE MEAN SEA LEVEL, COORDINATE WITH CIVIL

DRAWINGS.

2 SEE SHEET A-001 FOR STANDARD INFORMATION, INCLUDING ABBREVIATIONS, LEGENDS,

SYMBOLS AND DETAILS.

3 DIMENSIONS ARE FACE OF METAL PANEL OR CENTER LINE OF COLUMN GRIDS. REFER TO

ENLARGED OR PARTIAL PLANS FOR ADDITIONAL INFORMATION, INCLUDING WALL TYPES

AND ADDITIONAL DIMENSIONS.

4 ALL NOTES AND DETAILS DRAWN AS TYPICAL SHALL BE APPLICABLE TO ALL SIMILAR

CONDITIONS, UNLESS NOTED OTHERWISE.

5 STRUCTURE IS EXPOSED ON INTERIOR. NO CEILING REQUIRED IN BLDG EXCEPT IN

CONDITIONED STORAGE.

6 TRAILERS INDICATED ARE NOT PART OF CONTRACT AND STORED BY OWNER.

7 EXTERIOR BOLLARDS ARE REFERENCE ONLY. SEE CIVIL DRAWINGS CS101.

8 CHEMICAL CONCRETE HARDENER SHALL BE PROVIDE THROUGHOUT STORAGE 103.

GENERAL NOTES - ROOF PLAN

1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF MANUFACTURER.

2 CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP FOR EXACT LOCATION & SIZE OF

ROOF PENETRATIONS.

1/8" = 1'-0"2 ROOF PLAN

1/2" = 1'-0"4

BOLLARD DETAIL

@ OVERHD DR

1/2" = 1'-0"3 INTERIOR BOLLARD DETAIL

R

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IS

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IN

A C

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W912QR20B0016Plans-0001

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1-A-101 - FLOOR AND ROOF PLANS
2-A-101 - FLOOR AND ROOF PLAN

File details come from the government source that posted it. Updated .