Attachment 3 Feedlot Shade Structures.pdf

3 MB Posted

Attached to
Protective Canopy Shade System Service (Clay Center, NE)
Solicitation number
1232SA26Q0174
Issued by

About this file

Written by GovTribe AI ·

This document consists of engineering design drawings and specifications for a proposed protective cattle shade canopy structure for USDA Agricultural Research Service facilities in USMARC, Nebraska.

The project involves construction of a 70% cattle shade design featuring a protective canopy system with dimensions approximately 280 feet long by 100 feet wide. Key structural components include steel support columns (corner poles with 160mm OD, perimeter poles with 160mm OD, and internal poles with 139mm OD), 12mm galvanized structural cable systems, 610UB125 and 460UB67 universal beams, and 70% shade cloth fabric in black. The structure incorporates multiple support systems: single tie-back cables anchored to screw foundations (350mm anchors), T-connectors (12mm), cable braces connecting to existing and new wide flange end columns, and cable posts. The shade cloth is installed using clips spaced at 200mm intervals with 3.15mm wire and 12mm galvanized cable attachment systems. Construction details include foundation plans for both Location 42 East and Location 42 West, with provisions for integrating the canopy with existing building structures and cable posts. The design demonstrates 95% completion status and includes perspective views, plan views, elevation views, cable routing diagrams with specific cable lengths marked in millimeters, and detailed connection specifications for integration with existing site infrastructure. All drawings are prepared by NetPro Protective Canopies and reference File Name M011_USMARC_CSh ade_R1.0, dated 1/19/2016.

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Other files

File Type Posted
SF30_1232SA26Q0174_0001.pdf PDF
Copy of Site Visit Sign-in Sheet.pdf PDF
Attachment 2 Statement of Work.pdf PDF
Attachment 4 Sheep Shade Structures.pdf PDF
Attachment 1 - Solicitation Terms and Conditions_1232SA26Q0174.pdf PDF
Attachment 5 - DOL WD No. 2015-5357 Rev 27 2025_12_03.pdf PDF

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P R O T E C T I V E C A N O P I E S

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PERSPECTIVE

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REVISION

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PLAN NO.

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DATE

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OF

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DRAWN BY

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AutoCAD SHX Text Proposed Protective Canopy for

AutoCAD SHX Text USMARC, Nebraska

AutoCAD SHX Text 70%%% Cattle Shade Design

AutoCAD SHX Text M011_USMARC_CShade_R1.0

AutoCAD SHX Text M011

AutoCAD SHX Text R1.0

AutoCAD SHX Text

AutoCAD SHX Text

RMH

AutoCAD SHX Text 31/10/2016

AutoCAD SHX Text 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved CONFIDENTIAL/PROPRIETARY NETPRO PTY LTD (Aust) & MIDWEST NETPRO LLC

AutoCAD SHX Text Midwest Netpro LLC - 1989 138th Road, Shelby, Nebraska USA 68662 Phone: 402 563 4712 Email: midplainscattle@gmail.com

North

LEGEND:

Tie Backs - Single - 12mm Cable

12mm Cable - Galv.

Roof Cloth Run Number

70% Cattle Shade

Screw Anchor - 350mm

T-Connector - 12mm

Corner Pole - Steel with 2 Lugs (160mm OD)

Perimeter Pole - Steel with 1 Lug (160mm OD)

Internal Pole - Steel (139mm OD)

610UB125 (With Tie-Back Connection)

610UB125

460UB67

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AutoCAD SHX Text USMARC, Nebraska

AutoCAD SHX Text 70%%% Cattle Shade Design

AutoCAD SHX Text M011_USMARC_CShade_R1.0

AutoCAD SHX Text M011

AutoCAD SHX Text R1.0

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RMH

AutoCAD SHX Text 31/10/2016

AutoCAD SHX Text 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved CONFIDENTIAL/PROPRIETARY NETPRO PTY LTD (Aust) & MIDWEST NETPRO LLC

AutoCAD SHX Text Midwest Netpro LLC - 1989 138th Road, Shelby, Nebraska USA 68662 Phone: 402 563 4712 Email: midplainscattle@gmail.com

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AutoCAD SHX Text See Note Page 3

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See Note Page 2

LEGEND:

Tie Backs - Single - 12mm Cable

12mm Cable - Galv.

Roof Cloth Run Number

70% Cattle Shade

Screw Anchor - 350mm

T-Connector - 12mm

Corner Pole - Steel with 2 Lugs (160mm OD)

Perimeter Pole - Steel with 1 Lug (160mm OD)

Internal Pole - Steel (139mm OD)

610UB125 (With Tie-Back Connection)

610UB125

460UB67

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PLAN & ELEVATION

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PLAN NO.

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FILE NAME

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DATE

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SHEET

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OF

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DRAWN BY

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AutoCAD SHX Text Proposed Protective Canopy for

AutoCAD SHX Text USMARC, Nebraska

AutoCAD SHX Text 70%%% Cattle Shade Design

AutoCAD SHX Text M011_USMARC_CShade_R1.0

AutoCAD SHX Text M011

AutoCAD SHX Text R1.0

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RMH

AutoCAD SHX Text 31/10/2016

AutoCAD SHX Text 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved CONFIDENTIAL/PROPRIETARY NETPRO PTY LTD (Aust) & MIDWEST NETPRO LLC

AutoCAD SHX Text Midwest Netpro LLC - 1989 138th Road, Shelby, Nebraska USA 68662 Phone: 402 563 4712 Email: midplainscattle@gmail.com

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AutoCAD SHX Text 725.5mt.

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AutoCAD SHX Text 4 x Universal Beams

6 x Universal Beams Include 2 x Tie-Backs on fenceline

LEGEND:

Tie Backs - Single - 12mm Cable

12mm Cable - Galv.

Roof Cloth Run Number

70% Cattle Shade

Screw Anchor - 350mm

T-Connector - 12mm

Corner Pole - Steel with 2 Lugs (160mm OD)

Perimeter Pole - Steel with 1 Lug (160mm OD)

Internal Pole - Steel (139mm OD)

610UB125 (With Tie-Back Connection)

610UB125

460UB67

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PLAN & ELEVATION (PENS 301-316)

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DATE

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SHEET

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OF

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DRAWN BY

AutoCAD SHX Text A3

AutoCAD SHX Text Proposed Protective Canopy for

AutoCAD SHX Text USMARC, Nebraska

AutoCAD SHX Text 70%%% Cattle Shade Design

AutoCAD SHX Text M011_USMARC_CShade_R1.0

AutoCAD SHX Text M011

AutoCAD SHX Text R1.0

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AutoCAD SHX Text

RMH

AutoCAD SHX Text 31/10/2016

AutoCAD SHX Text 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved CONFIDENTIAL/PROPRIETARY NETPRO PTY LTD (Aust) & MIDWEST NETPRO LLC

AutoCAD SHX Text Midwest Netpro LLC - 1989 138th Road, Shelby, Nebraska USA 68662 Phone: 402 563 4712 Email: midplainscattle@gmail.com

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AutoCAD SHX Text 6 x Universal Beams on fence line

7 x Universal Beams placed as close as possible to building

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P R O T E C T I V E C A N O P I E S

LEGEND-

CABLES:-

C12 - Structural 12mm HT Galv. Cable

(Number beneath indicates Length)

TIE BACKS:-

S - Single Tie Back Cable

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CABLE DETAILS

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REVISION

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PLAN NO.

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FILE NAME

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DATE

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SHEET

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OF

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SHEET SIZE

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DRAWN BY

AutoCAD SHX Text A3

AutoCAD SHX Text Proposed Protective Canopy for

AutoCAD SHX Text USMARC, Nebraska

AutoCAD SHX Text 70%%% Cattle Shade Design

AutoCAD SHX Text M011_USMARC_CShade_R1.0

AutoCAD SHX Text M011

AutoCAD SHX Text R1.0

AutoCAD SHX Text

AutoCAD SHX Text

RMH

AutoCAD SHX Text 31/10/2016

AutoCAD SHX Text 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved CONFIDENTIAL/PROPRIETARY NETPRO PTY LTD (Aust) & MIDWEST NETPRO LLC

Midwest Netpro LLC - 1989 138th Road, Shelby, Nebraska USA 68662 Phone: 402 563 4712 Email: midplainscattle@gmail.com

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P R O T E C T I V E C A N O P I E S

LEGEND-

CANOPY:-

C1 - 70% Cattle Shade Cloth (Black)

(Length x Width)

AutoCAD SHX Text Clip Spacing = 200

AutoCAD SHX Text 3.15mm Wire

AutoCAD SHX Text 12mm Galv. Cable

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CANOPY/NET DETAILS

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DATE

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DRAWN BY

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AutoCAD SHX Text Proposed Protective Canopy for

AutoCAD SHX Text USMARC, Nebraska

AutoCAD SHX Text 70%%% Cattle Shade Design

AutoCAD SHX Text M011_USMARC_CShade_R1.0

AutoCAD SHX Text M011

AutoCAD SHX Text R1.0

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AutoCAD SHX Text

RMH

AutoCAD SHX Text 31/10/2016

AutoCAD SHX Text 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved 2016 COPYRIGHT NetPro Pty Ltd (Aust) & Midwest Netpro LLC All Rights Reserved CONFIDENTIAL/PROPRIETARY NETPRO PTY LTD (Aust) & MIDWEST NETPRO LLC

AutoCAD SHX Text Midwest Netpro LLC - 1989 138th Road, Shelby, Nebraska USA 68662 Phone: 402 563 4712 Email: midplainscattle@gmail.com

AutoCAD SHX Text Clip Spacing = 200mm

AutoCAD SHX Text 3.15mm Wire

AutoCAD SHX Text 12mm Galv. Cable

AutoCAD SHX Text Clip

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NEW SUPPORT

CABLE

NEW FABRIC

SHADE

NEW FABRIC

SHADES

2 2

EXISTING

SUPPORT

COLUMNS

NEW END COLUMN

ADJACENT TO FENCE LINE

T Y

P

NEW WIDE FLANGE END

COLUMN ADJACENT TO

FENCELINE

EXISTING

SUPPORT CABLE

EXISTING

CABLE POST

S102

S102

S102

S102

EXISTING

SUPPORT

COLUMNS

CABLE BRACE TO SCREW

ANCHOR FOUNDATION

EXISTING

CABLE POST

EXISTING

SUPPORT

COLUMNS

EXISTING

SUPPORT

COLUMNS

EXISTING

SUPPORT CABLE

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:1

:1

A

M

A101

LOCATION 42 EAST

08222.006

TJS

MJN

MJN

1/19/2022

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

95% DESIGN

08222006- 2- A101 LOCATION 42 EAST

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES.

5 INTERMEDIATE COLUMN ON FENCE LINE. REMOVE AND REPLACE

FENCING IN KIND AS NEEDED TO ACCOMMODATE CONSTRUCTION

6 LOCATE NEW INTERMEDIATE COLUMN UNDER EXISTING SUPPORT CABLE

ADJACENT TO FENCE LINE.

REF. NOTES ( ):X

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. MATCH EXISTING GRADE WITH TOP OF FOOTING (T.O.F.) ELEVATION.

D. FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

F. THE CABLE SYSTEM HAS BEEN DESIGNED BASED ON A SCHEMATIC METAL

CABLE LAYOUT AND PRELIMINARY COLUMN REACTIONS. THE CONTRACTOR

SHALL SUBMIT STAMPED/SIGNED PLANS OF THE CABLE SYSTEM TO THE

ENGINEER OF RECORD. THE ENGINEER OF RECORD SHALL VERIFY THE

ADEQUACY OF THE FOOTINGS AS SHOWN ON THE FOUNDATION PLAN BASED

ON THE ACTUAL COLUMN REACTIONS. IF REQUIRED, THE FOOTING DESIGNS

WILL BE ADJUSTED TO RESIST THE ACTUAL COLUMN REACTIONS.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

SCALE: 1" = 30'-0"

LOCATION 42 EAST - PLAN TRUE

NORTH

2 2 2

NEW WIDE FLANGE

END COLUMN

NEW SUPPORT

CABLES

NEW FABRIC

SHADES

NEW FABRIC

SHADES

EXISITNG

SUPPORT

CABLES

EXISTING BUILDING

EXISTING

BUILDING

END COLUMN

EXISITNG

SUPPORT

CABLES

EXISTING

CABLE POST

EXISTING

CABLE POST

EXISTING

CABLE POST

EXISTING CABLE

NEW SUPPORT

CABLE

TYPICAL CABLE BRACE

TO SCREW ANCHOR

FOUNDATION

NEW WIDE

FLANGE END

COLUMN

NEW WIDE

FLANGE END

COLUMN

NEW WIDE

FLANGE END

COLUMN

NEW SUPPORT

CABLES

EXISTING

CABLE POST

NEW FABRIC

SHADES

NEW FABRIC

SHADES

EXISTING

CABLE POST

EXISTING

CABLE POST

EXISITNG SUPPORT

CABLES

(F.V.)

20'-0"

(F.V.)

20'-0"

20'-0"

ALIGN WITH

EXISTING ROW

S102

S102

S102

S102

ALTERNATE #1

EXISTING CABLE

85'-6" 20'-0"

4'-6" 3'-0"

RELOCATE LINE TO

NEW COLUMN

NEW WIDE FLANGE

END COLUMN

13'-6"

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:1

:1

A

M

A102

LOCATION 42 WEST

08222.006

TJS

MJN

MJN

1/19/2022

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

95% DESIGN

08222006- 2- A102 LOCATION 42 WEST

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. TOP OF FOOTING (T.O.F.) ELEVATION IS MINIMUM 12" BELOW FINISHED

GRADE, TYPICAL U.N.O.

D. FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ENGINEER OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION

DOCUMENTS.

F. THE CABLE SYSTEM HAS BEEN DESIGNED BASED ON A SCHEMATIC METAL

CABLE LAYOUT AND PRELIMINARY COLUMN REACTIONS. THE CONTRACTOR

SHALL SUBMIT STAMPED/SIGNED PLANS OF THE CABLE SYSTEM TO THE

ENGINEER OF RECORD. THE ENGINEER OF RECORD SHALL VERIFY THE

ADEQUACY OF THE FOOTINGS AS SHOWN ON THE FOUNDATION PLAN BASED

ON THE ACTUAL COLUMN REACTIONS. IF REQUIRED, THE FOOTING DESIGNS

WILL BE ADJUSTED TO RESIST THE ACTUAL COLUMN REACTIONS.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES.

REF. NOTES ( ):X

SCALE: 1" = 30'-0"

LOCATION 42 WEST - PLAN

TRUE

NORTH

USMARC Feedlot Shade Plan
16SHDEDET
Shade Structure Drawings
USDA Clay Center Shade Design - 95% drawings (2).pdf
08222006-0-COVER SHEET
08222006-1-C000
C000
08222006-2-A101-LOCATION 42 EAST
08222006-2-A102-LOCATION 42 WEST
08222006-2-A103-LOCATION 25
08222006-2-A104-LOCATION 46
08222006-2-A105-LOCATION 29
08222006-2-A106-LOCATION 14
08222006-2-A107-LOCATION 18
08222006-2-A108-LOCATION 12
08222006-3-S 01
08222006-3-S101
08222006-3-S102
08222006-7-E101
E101
USMARC Feedlot Shade Plan.pdf
Feedlot Shade
16SHDESITE
16SHDEDET
EST. ON DRAWING 7-13-16 2ND
Sheet1

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