SolicitationAttachment2DesignDrawings_1232SA26Q0919.pdf

PDF 816 KB Posted Aug 6, 2026

Attached to: K3 Barn Repairs, Prairie du Sac, Wisconsin
Solicitation number: 1232SA26Q0919
Issued by: Department of Agriculture Agricultural Research Service

About this file

Written by GovTribe AI · Aug 6, 2026

This document is a design and engineering plan set for K3 Barn Repairs at the USDA Dairy Forage Research Center located at S8822 Sunset Drive, Prairie du Sac, Wisconsin 53578. The project is 100% complete design prepared by Bailey Edward Design (Design Firm License No. 184-001962) in collaboration with Curry-Wille & Associates, Inc., a consulting engineering firm based in Ames, Iowa. The design is dated 6/29/2026.

The scope of work encompasses existing facility repair for a 5,000 square foot barn structure. The estimated reproduction cost (ERC) is calculated at $4,500 per square foot, while the estimated alteration cost (EAC) is $150 per square foot multiplied by 5,000 square feet. The alteration-to-reproduction cost ratio is expressed as a percentage comparison (EAC/ERC). The project documentation includes a comprehensive drawing matrix, structural plans for both west and east elevations, and structural details showing wooden post section details, wooden post elevation details, and steel post extension details. The design documents include abbreviations legend, symbols legend, project axon for reference, location map with aerial imagery, and a revision schedule tracking document progression through preliminary design stages.

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Other files

File	Type	Posted
SolicitationAmendment1_1232SA26Q0919.pdf	PDF	Sep 1, 2026
SolicitationAmendmentSF30_1232SA26Q0919.pdf	PDF	Aug 27, 2026
SolicitationAttachment5DetailS501_1232SA26Q0919.pdf	PDF	Aug 27, 2026
Solicitation_1232SA26Q0919.pdf	PDF	Aug 6, 2026
SolicitationAttachment1DesignSpecifications_1232SA26Q0919.pdf	PDF	Aug 6, 2026
SolicitationAttachment3Photos_1232SA26Q0919.pdf	PDF	Aug 6, 2026
SolicitationAttachment4WageDetermination_1232SA26Q0919.pdf	PDF	Aug 6, 2026

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NORTH

WALL TAG

WINDOW TAG

SECTION

TAG

GRID LINE

ELEVATION

TAG

DETAIL

TAG

DOOR TAG

SIGNAGE TAG

ROOM HEIGHT

EQUIPMENT TAG

ALIGN/FLUSH

SURFACES

DETAIL

TAG

ROOM

NAME

ROOM

NUMBER

SQUARE

FOOTAGE

DETAIL

NUMBER

SHEET

NUMBER

INTERIOR

ELEVATION

TAG

DIMENSION

STRING

NORTH ARROW KEYNOTE

X X.X

A-123

XX XX

X-XX-a

X X.X

X'-X"

K-3 BARN

DESCRIBE THE SCOPE OF WORK AND AREA OF WORK.

BE Project No.

Expiration Date of Seal: 11-30-2011

Drawn By:

Drawing No.

Drawing Title

Engineer Curry-Wille & Associates, Inc.

3600 Wildwood Point, Suite 150 Minnetonka, MN 55345 phone t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 800 Chicago, IL 60601-2308

\P ro je ct F ile s\

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N C

N R

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N C

N R

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.rv t

COVER

G100

K3 BARN REPAIRS

USDA - ARS - NCAUR

S8822 Sunset Drive

Prairie du Sac, WI 53578

024130

Author

S8822 Sunset Drive, Prairie du Sac, WI 53578

S8822 SUNSET DRIVE, PRAIRIE DU SAC, WI 53578

100% DESIGN - 6/29/2026

K3 BARN REPAIRS

ESTIMATED REPRODUCTION COST (ERC) : 5,000 SF x $4500 SF = $X,XXXX

ESTIMATED ALERATION COST (EAC) : $150 / SF * 5,000 SF = $X,XXXX

EAC/ERC OR $X,XXX / $X,XXX = XX%

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

BSMT BASEMENT

BTTM/ BOTTOM OF

C/C CENTER TO CENTER

CIP CAST IN PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DBL DOUBLE

DEMO DEMOLISH

DIA DIAMETER

DIMS DIMENSIONS

DN DOWN

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR / ELEVATION

EPDM ETHYLENE PROPYLENE DIENE ROOFING

EQ EQUAL

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FND FOUNDATION

FO FACE OF

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GWB GYPSUM WALL BOARD

HC HOLLOW CORE

HM HOLLOW METAL

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

INSUL INSULATION / INSULATED

INT INTERIOR

IRGWB IMPACT RESISTANT GYPSUM WALLBOARD

DRAWING MATRIX

PROJECT AXON - FOR INFORMATION ONLY

EXISTING FACILITY REPAIR COST

ABBREVIATIONS

SYMBOLS LEGEND LOCATION MAP

SCOPE OF WORK SUMMARY

LAV LAVATORY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD

MTD MOUNTED

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

OC ON CENTER

OH OPPOSITE HAND

OZ OUNCE

PCC PRE-CAST CONCRETE

PLUMB PLUMBING

PNT PAINT/PAINTED

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCED

REQD REQUIRED

RM ROOM

SF SQUARE FOOT

SIM SIMILIAR

SOG SLAB ON GRADE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER

SQ SQUARE

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STRUCT STRUCTURAL

T&G TONGUE & GROOVE

T/ TOP OF

T/D TELEPHONE/DATA

TELE TELEPHONE

TLT TOILET

TOC TOP OF CONCRETE

TOS TOP OF STEEL / STRUCTURE

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VP VISION PANEL

W/ WITH

WD WOOD

WWF WELDED WIRE FABRIC

Sheet Number Sheet Name IS

GENERAL

G100 COVER ●

G200 CODE MATRIX AND INFORMATION ●

G300 ACCESSIBILITY INFORMATION ●

G400 ASSEMBLY TYPES ●

G500 CODE PLAN ●

G501 PENETRATION DETAILS ● ● ● ● ●

G502 PENETRATION DETAILS ● ● ● ● ●

ENVIRONMENTAL

HZ000 Environmental Sheet ● HZ001 Unnamed ●

CIVIL

C100 Civil Sheet ●

LANDSCAPE

L100 Landscape Sheet ●

STRUCTURAL

S100 Structural Sheet ●

ARCHITECTURAL

D100 FIRST FLOOR PLAN - DEMO ●

A010 ARCHITECTURAL SITE PLAN ●

MECHANICAL

M100 Mechanical Sheet ●

ELECTRICAL

E100 Electrical Sheet ●

PLUMBING

P100 Plumbing Sheet ●

FIRE PROTECTION

FP100 Fire Protection Sheet ●

REVISION SCHEDULE

DATE DRAWING SET TITLE

6/09/2026 95% DESIGN

6/29/2026 100% DESIGN

Issue & Revision Dates

SEAL

cwa

CURRY-WILLE & ASSOCIATES

CONSULTING ENGINEERS P.C.

515-232-9083 FAX

425 S. 2nd STREET

AMES, IA 50010

515-232-9078 PHONE

www.currywille.com cwa@currywille.com

Project

Designer

Client

Project Location

Project Information

Sheet Number

Sheet Title

Consultants

USDA

STRUCTURAL PLAN

USDA - ARS - NCAUR

882 SUNSET DR,

PRAIRIE DU SAC, WI

53578

USDA - DAIRY

FORAGE RESEARCH

CENTER - K3 BARN

REPAIRS

AutoCAD SHX Text

W12X26 GIRDERS 20' - 0" SPAN TYPICAL

AutoCAD SHX Text

(29) NOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN ON NORTH EDGE @ 10' - 0" O.C. TYPICALNOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN ON NORTH EDGE @ 10' - 0" O.C. TYPICAL

AutoCAD SHX Text

4" STEEL STRUCTURAL COLUMNS

AutoCAD SHX Text

(12) W10X12 BEAMS 20' - 0" SPANS TYPICAL

AutoCAD SHX Text

(15) NOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN @ 20' - 0" O.C.

AutoCAD SHX Text

NOTE: FEED BUNK ROOF ADDITION RAFTERS REMOVED FOR CLARITY

WOODEN TRUSSES @ 10' - 0" O.C. TYPICAL

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text NOTE: CONTRACTOR IS RESPONSIBLE FOR COORDINATING POST REPLACEMENT WITH OWNERS. SEE KEYNOTE 3 FOR REQUIREMENTS

AutoCAD SHX Text

WEST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

STRUCTURAL PLAN - WEST

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text

MATCH LINE SEE 1/S102

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text Project No:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Copyright c

AutoCAD SHX Text Date:

AutoCAD SHX Text

JLW

AutoCAD SHX Text 2023, Curry-Wille & Associates

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text Check By Project Manager:

AutoCAD SHX Text June 26, 2026

AutoCAD SHX Text 24-2690

AutoCAD SHX Text

ACW

AutoCAD SHX Text N

AutoCAD SHX Text FULL LENGTH 4" HSS ROUND COLUMN TO REMAIN AS IS. SHORT 4" HSS ROUND COLUMN. TO BE EXTENDED UP TO W10X12 BEAMS TO PROVIDE EXTRA SUPPORT. SEE DETAIL 3/S501. WOODEN STRUCTURAL COLUMN SMALLEST CROSS SECTION TO BE MEASURED. THOSE WITH A CROSS-SECTIONAL AREA LESS THAN 42 SQUARE-INCHES TO BE NOTED AND REPLACED WITH A NEW DOUGLAS FIR LARCH NO. 1 NOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN. APPLY ASTM-A607 OILED AND PICKLED 10 GA. HOT ROLLED STEEL SHEETS AROUND BOTTOM OF 6' - 0" OF ALL WOODEN STRUCTURAL COLUMNS.

AutoCAD SHX Text

KEYNOTES

AutoCAD SHX Text

AutoCAD SHX Text 06/09/2026

AutoCAD SHX Text

95% DESIGN SUBMITTAL

AutoCAD SHX Text 06/26/2026

AutoCAD SHX Text

100% DESIGN SUBMITTAL

kschnebly Text Box 06/29/2026 cwa

CURRY-WILLE & ASSOCIATES

CONSULTING ENGINEERS P.C.

515-232-9083 FAX

425 S. 2nd STREET

AMES, IA 50010

515-232-9078 PHONE

www.currywille.com cwa@currywille.com

Project

Designer

Client

Project Location

Project Information

Sheet Number

Sheet Title

Consultants

USDA

STRUCTURAL PLAN

USDA - ARS - NCAUR

882 SUNSET DR,

PRAIRIE DU SAC, WI

53578

USDA - DAIRY

FORAGE RESEARCH

CENTER - K3 BARN

REPAIRS

W12X26 GIRDERS 20' - 0" SPAN TYPICAL

AutoCAD SHX Text

(29) NOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN ON NORTH EDGE @ 10' - 0" O.C. TYPICALNOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN ON NORTH EDGE @ 10' - 0" O.C. TYPICAL

AutoCAD SHX Text

4" STEEL STRUCTURAL COLUMNS

AutoCAD SHX Text

(12) W10X12 BEAMS 20' - 0" SPANS TYPICAL

AutoCAD SHX Text

(15) NOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN @ 20' - 0" O.C.

NOTE: FEED BUNK ROOF ADDITION RAFTERS REMOVED FOR CLARITY

WOODEN TRUSSES @ 10' - 0" O.C. TYPICAL

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text NOTE: CONTRACTOR IS RESPONSIBLE FOR COORDINATING POST REPLACEMENT WITH OWNERS. SEE KEYNOTE 3 FOR REQUIREMENTS

AutoCAD SHX Text

WEST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

STRUCTURAL PLAN - EAST

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text

MATCH LINE SEE 1/S101

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text Project No:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Copyright c

AutoCAD SHX Text Date:

AutoCAD SHX Text

JLW

AutoCAD SHX Text 2023, Curry-Wille & Associates

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text Check By Project Manager:

AutoCAD SHX Text June 26, 2026

AutoCAD SHX Text 24-2690

AutoCAD SHX Text

ACW

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text FULL LENGTH 4" HSS ROUND COLUMN TO REMAIN AS IS. SHORT 4" HSS ROUND COLUMN. TO BE EXTENDED UP TO W10X12 BEAMS TO PROVIDE EXTRA SUPPORT. SEE DETAIL 3/S501 WOODEN STRUCTURAL COLUMN SMALLEST CROSS SECTION TO BE MEASURED. THOSE WITH A CROSS-SECTIONAL AREA LESS THAN 42 SQUARE-INCHES TO BE NOTED AND REPLACED WITH A NEW DOUGLAS FIR LARCH NO. 1 NOMINAL 6" X 10" WOODEN STRUCTURAL COLUMN. APPLY ASTM-A607 OILED AND PICKLED 10 GA. HOT ROLLED STEEL SHEETS AROUND BOTTOM OF 6' - 0" OF ALL WOODEN STRUCTURAL COLUMNS.

AutoCAD SHX Text

KEYNOTES

AutoCAD SHX Text

AutoCAD SHX Text 06/09/2026

AutoCAD SHX Text

95% DESIGN SUBMITTAL

AutoCAD SHX Text 06/26/2026

AutoCAD SHX Text

100% DESIGN SUBMITTAL

kschnebly cwa

CURRY-WILLE & ASSOCIATES

CONSULTING ENGINEERS P.C.

515-232-9083 FAX

425 S. 2nd STREET

AMES, IA 50010

515-232-9078 PHONE

www.currywille.com cwa@currywille.com

Project

Designer

Client

Project Location

Project Information

Sheet Number

Sheet Title

Consultants

USDA

STRUCTURAL

DETAILS

USDA - ARS - NCAUR

882 SUNSET DR,

PRAIRIE DU SAC, WI

53578

USDA - DAIRY

FORAGE RESEARCH

CENTER - K3 BARN

REPAIRS

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text NOTE: FOR WOODEN STRUCTURAL COLUMNS BEING REPLACED, TEMPORARILY SUPPORT W12X26 BEAMS AS REQUIRED.

AutoCAD SHX Text W12X26

AutoCAD SHX Text

NOMINAL 6"X10" WOODEN STRUCTURAL COLUMN

AutoCAD SHX Text REPLACED WOODEN STRUCTURAL COLUMNS TO HAVE CONNECTION OF EQUAL OR GREATER STRENGTH THAN EXISTING CONNECTIONS

AutoCAD SHX Text WRAP ALL COLUMNS ON SOUTHERN EDGE OF MAIN STRUCTURE WITH ASTM-A607 OILED AND PICKLED 10 GA HOT ROLLED STEEL SHEET

AutoCAD SHX Text NOTE: CONTRACTOR IS RESPONSIBLE FOR COORDINATING POST REPLACEMENT WITH OWNERS. SEE KEYNOTE 3, ON SHEETS S101 AND S102, FOR REQUIREMENTS

AutoCAD SHX Text ASTM-A607 OILED AND PICKLED 10 GA. HOT ROLLED STEEL SHEETS WRAPPED AROUND NOMINAL 6"X10" WOODEN STRUCTURAL COLUMN FORMED AROUND EDGES.

AutoCAD SHX Text W10X12

AutoCAD SHX Text

4" HSS ROUND SHORT COLUMN

AutoCAD SHX Text

14" STEEL PLATE WELDED TO NEW COLUMN EXTENSION

AutoCAD SHX Text

(4) " BOLTS THROUGH 12" BOLTS THROUGH BOTH STEEL PLATES

AutoCAD SHX Text

SITE WELD " STEEL 14" STEEL PLATE TO SHORT COLUMN

AutoCAD SHX Text

(4) " BOLTS THROUGH STEEL PLATE 12" BOLTS THROUGH STEEL PLATE AND W10X12 BOTTOM FLANGE

AutoCAD SHX Text

4" ROUND HSS

AutoCAD SHX Text

12" ANCHOR BOLTS

AutoCAD SHX Text

WOODEN POST ELEVATION DETAIL, TYPICAL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text Project No:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Copyright c

AutoCAD SHX Text Date:

AutoCAD SHX Text

JLW

AutoCAD SHX Text 2023, Curry-Wille & Associates

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

CWA

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text Check By Project Manager:

AutoCAD SHX Text June 26, 2026

AutoCAD SHX Text 24-2690

AutoCAD SHX Text

ACW

AutoCAD SHX Text

WOODEN POST SECTION DETAIL, TYPICAL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

STEEL POST EXTENSION DETAIL, TYPICAL

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text 06/09/2026

AutoCAD SHX Text

95% DESIGN SUBMITTAL

AutoCAD SHX Text 06/26/2026

AutoCAD SHX Text

100% DESIGN SUBMITTAL

kschnebly

File details come from the government source that posted it. Updated Aug 6, 2026.