Addendum 2.pdf
PDF 188 KB Posted
- Solicitation number
- RFB 785 2600000363 3
- Issued by
- Breckinridge County, Kentucky
About this file
This is Addendum No. 2 to Request for Bid (RFB) No. RFB-189-26 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, for a Public Bathroom Facility—ADA Accessible project at the EDU-FFA Leadership Training Camp operated by the Department of Education in Hardinsburg, Kentucky (Breckinridge County). The addendum, dated February 25, 2026, clarifies and modifies the original bidding documents, drawings, and specifications. Bidders are required to acknowledge receipt of this addendum on the proposal form. The general contractor must complete a Department of Housing, Buildings and Construction (DHBC) required Affidavit of Assurances, which will be provided by the architect following selection of the apparent low bidder.
The addendum provides specific structural design criteria for the project located at 111 FFA Camp Road, Hardinsburg, Kentucky (Engineering File: 540-CC65-FF27-00). Design parameters include foundations with an assumed soil bearing capacity of 1,500 PSF and lateral bearing pressure of 200 PSF, with concrete compressive strength of 3,500 PSI at 28 days. Specified design loads include roof live loads of 20 PSF, floor live loads of 100 PSF, design wind loads of 16 PSF with a 3-second gust velocity of 115 MPH, ground snow loads of 15 PSF, and wood truss loads with bottom chord dead load of 10 PSF and live load of 5 PSF, top chord dead load of 15 PSF and live load of 20 PSF, wind loading of 90 PSF, with total deflection limitations of L/240 and live load deflection of L/360. The design specifies that no horizontal thrust shall be applied to walls.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 1.pdf | ||
| Final_RFB_785_2600000363_3_SO_FORM.PDF | ||
| Final_RFB_785_2600000363_1_SO_FORM.PDF | ||
| Final_RFB_785_2600000363_2_SO_FORM.PDF |
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Text version
COMMONWEALTH OF KENTUCKY
DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
INVITATION TO BID NO: RFB-189-26
FOR: Public Bathroom Facility - ADA Accessible EDU - FFA Leadership Training Camp Department of Education Hardinsburg, Kentucky
DATE: February 25, 2026
RFB-785-2600000363
ADDENDUM NO. Two (2)
BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING
UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.
Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.
END OF ADDENDUM
Invitation to Bid No. RFB-189-26 For: Public Bathroom Facility - ADA Accessible EDU - FFA Leadership Training Camp Department of Education Hardinsburg, Kentucky
Janis Wilhoite, Statewide Procurement Analyst II Division of Engineering and Contract Administration
Addendum 02
E D U – F F A L T C P u b l i c B a t h r o o m F a c i l i t y 111 FFA Camp Road, Hardinsburg, Kentucky, Breckinridge County
Engineering File: 540-CC65-FF27-00
Request For Bid #: RFB-189-26
Addendum 02 Date: 25 February 2026
THE BIDDING AND GENERAL DOCUMENTS, NOTES, AND DRAWINGS ARE CLARIFIED OR CHANGED IN
ACCORDANCE WITH THE FOLLOWING. THE BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS
ADDENDUM ON THE PROPOSAL FORM IN THE SPACE PROVIDED.
ARCHITECTURAL I TEMS:
G E N E R A L A R C H I T E C T U R A L I T E M S :
A1.1 General Contractor shall fill out DHBC required Affidavit of Assurances. Form shall be provided by Architect after successful apparent low bidder has been contracted.
A R C H I T E C T U R A L D R A W I N G I T E M S :
A1.2 Refer to Drawing Sheet A.1 New Work Plans – add the following Structural Design Criteria:
FOUNDATIONS:
-ASSUMED SOIL BEARING CAPACITY: 1,500 PSF.
-ASSUMED LATERIAL BEARING PRESSURE: 200 PSF
-CONCRETE COMPRESSIVE STRENGTH: 3500 PSI IN 28 DAYS.
DESIGN LIVE LOADS:
-ROOF LL: 20 PSF
-FLOOR LL: 100 PSF
WIND LOADS:
-DESIGN WIND LOAD: 16 PSF
-DESIGN WIND VELOCITY (3-SECOND GUST): 115 MPH
SNOW LOADS:
-GROUND SNOW LOAD: 15 PSF
-DESIGN SNOW LOAD: 15 PSF
DESIGN LOADS FOR WOOD TRUSSES:
-BOTTOM CHORD DL: 10 PSF
-BOTTOM CHORD LL: 5 PSF
-TOP CHORD DL: 15 PSF
-TOP CHORD LL: 20 PSF
-WIND LOADING: 90 PSF
-TOTAL DEFLECTION: L/240
-LIVE LOAD DEFLECTION: L/360
-NO HORIZONTAL THRUST SHALL BE APPLIED TO WALLS.
E N D O F A D D E N D U M 0 2
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