SolicitationAttachment5DetailS501_1232SA26Q0919.pdf
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- Attached to
- K3 Barn Repairs, Prairie du Sac, Wisconsin
- Solicitation number
- 1232SA26Q0919
About this file
This is a structural details sheet for a construction project involving repairs to the K3 Barn at the USDA Agricultural Research Service (ARS) National Center for Agricultural Utilization Research (NCAUR) Dairy Forage Research Center located at 882 Sunset Drive, Prairie du Sac, Wisconsin 53578. The document was prepared by Curry-Wille & Associates Consulting Engineers P.C., located in Ames, Iowa.
The sheet presents four detailed structural drawings at various scales showing repair specifications: (1) a wooden post section detail at 3" = 1' scale, (2) a wooden post elevation detail at 1½" = 1' scale, (3) a steel post extension detail at 1½" = 1' scale, and (4) a wooden post replacement detail at 1" = 1' scale. The drawings include technical specifications for post repairs, connections, and structural elements with dimensional annotations and construction notes. The document is marked as "PRELIMINARY NOT FOR CONSTRUCTION," indicating it represents design development work rather than final construction documents. Sheet number S501 is assigned to this structural details page.
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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
DETAILS
USDA - ARS - NCAUR
882 SUNSET DR,
PRAIRIE DU SAC, WI
53578
USDA - DAIRY
FORAGE RESEARCH
CENTER - K3 BARN
REPAIRS
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MINIMUM
AutoCAD SHX Text NOTE: FOR WOODEN STRUCTURAL COLUMNS BEING REPLACED, TEMPORARILY SUPPORT W12X26 BEAMS AS REQUIRED.
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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
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4" HSS ROUND SHORT COLUMN
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14" STEEL PLATE WELDED TO NEW COLUMN EXTENSION
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(4) " BOLTS THROUGH 12" BOLTS THROUGH BOTH STEEL PLATES
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SITE WELD " STEEL 14" STEEL PLATE TO SHORT COLUMN
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(4) " BOLTS THROUGH STEEL PLATE 12" BOLTS THROUGH STEEL PLATE AND W10X12 BOTTOM FLANGE
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4" ROUND HSS
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12" ANCHOR BOLTS
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EXISTING SLAB
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18" HOLE TO 8'-8" DEEP ATPREVIOUS POST HOLE LOCATION
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8" THICK, 18" BEARING PAD
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NEW NOMINAL 6X10 WOODEN POST
AutoCAD SHX Text SEQUENCE OF OPERATION: 1. TEMPORARILY SUPPORT EXISTING STRUCTURE. 2. CUT EXISTING WOOD COLUMN ABOVE SLAB ALLOWING ENOUGH WOOD COLUMN TO ATTACH TO AND PULL OUT OF THE GROUND. 3. CUT EXISTING WATERER SLAB, IF APPLICABLE, AT THE EXISTING WOOD COLUMN LOCATION, TO A MINIMUM OF 24" DIAMETER. TEMPORARILY REMOVE WATERER TO AVOID DAMAGE TO THE WATERER AND PLUMBING SYSTEM. PROTECT WATERER PLUMBING SYSTEM. 4. CUT EXISTING SLAB AROUND WOOD COLUMN TO A MINIMUM OF 24" DIAMETER. 5. REMOVE EXISTING COLUMN FROM GROUND. 6. DRILL OUT NEW COLUMN HOLE TO 18" DIAMETER X 8'-8" DEEP, MINIMUM. INSTALL 18" SON0TUBE TO STABILIZE NEW POST HOLE. 7. POUR 8" CONCRETE BEARING PAD IN NEW HOLE, AND LEVEL TOP OF BEARING PAD. 8. ALLOW BEARING PAD TO SETUP A MINIMUM OF 24 HOURS BEFORE INSTALLING NEW WOOD COLUMN. 9. INSTALL NEW WOOD COLUMN AND MAKE CONNECTION AT ROOF STRUCTURE. 10. LEVEL AND PLUMB NEW WOOD COLUMN AND TEMPORARILY SECURE. 11. FILL WOOD COLUMN HOLE WITH CONCRETE TO TOP OF EXISTING SLAB, LIGHTLY VIBRATING TO REMOVE AIR POCKETS. 12. FORM UP AND POUR PORTING OF WATERER SLAB REMOVED, IF APPLICABLE. 13. REINSTALL WATERER AND WATERER PLUMBING.
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NEW WATERER CONCRETE SLAB POUR
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EXISTING WATERER CONCRETE SLAB
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WOODEN POST ELEVATION DETAIL, TYPICAL
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SCALE: 1/2" = 1'-0"
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PRELIMINARY
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NOT FOR CONSTRUCTION
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JLW
AutoCAD SHX Text 2023, Curry-Wille & Associates
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CWA
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CWA
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CWA
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CWA
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MARK
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DATE
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DESCRIPTION
AutoCAD SHX Text Check By Project Manager:
AutoCAD SHX Text June 26, 2026
AutoCAD SHX Text 24-2690
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ACW
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WOODEN POST SECTION DETAIL, TYPICAL
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SCALE: 1" = 1'-0"
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STEEL POST EXTENSION DETAIL, TYPICAL
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SCALE: 1/2" = 1'-0"
AutoCAD SHX Text 06/09/2026
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95% DESIGN SUBMITTAL
AutoCAD SHX Text 06/26/2026
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100% DESIGN SUBMITTAL
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WOODEN POST REPLACEMENT DETAIL
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SCALE: 1" = 1'-0"
AutoCAD SHX Text 08/25/2026
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ADDENDUM 1
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| Sheets and Views |
| S501 |
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