Addendum One .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-115-25

FOR: Boonesborough Firing Range Upgrade Department of Criminal Justice Training Richmond, Kentucky

DATE: November 13, 2024

RFB-785-2500000213

ADDENDUM NO. One (1)

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 addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-115-25 For: Boonesborough Firing Range Upgrade Department of Criminal Justice Training Richmond, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

Addendum One

RFB-115-25

All new openings will require a lintel to support the CMU above.

The Restroom new cut-in door opening at the north elevation at door #112 will require a lintel.

See revised drawing attached.

SCALE: 1/2"=1'-0" 0 2' 4'1'1 NORTH ELEVATION

A-510

A-510

A-510

A-510

A-510

SIM

SIM

A-501

A-501

A-501

4 4

5 55

SCALE: 1/2"=1'-0" 0 2' 4'1'2 SOUTH ELEVATION

1 1

A-501

A-501

A-501

4 4

SCALE: 1/2"=1'-0" 0 2' 4'1'3 EAST ELEVATION

A-510

A-510

A-510

A-510

A-510

A-510

9 10

SCALE: 1/2"=1'-0" 0 2' 4'1'4 WEST ELEVATION

A-501

A-501

A-501

MISC. LINTEL SCHEDULE

NOMINAL

MASONRY

8" TO 2'-0"

OPENING

WIDTH 2'-0" TO 4'-0"

8" CMU

8"x8" HIGH

LINTEL W/ (1) #5

8"x8" HIGH

LINTEL W/ (1) #5

1. PROVIDE LINTELS FOR ALL NEW WALL OPENINGS.

2. LINTELS SHALL HAVE MINIMUM 8" BEARING AT EACH END ON

A SOLID BLOCK CORE. FILL CELLS OF BLOCK BELOW END

BEARING AREAS WITH GROUT. WHEN CONTROL JOINTS

OCCUR AT END(S) OF LINTEL, PROVIDE 30# FELT BOND

BREAK UNDER BEARING END AT JOINT & DISCONTINUE WALL

REINFORCING AT JOINTS.

3. CMU LINTEL BLOCKS SHALL HAVE CONTINUOUS

REINFORCING STEEL AT 1 1/2" FROM BOTTOM FACE OF

BLOCK. SIZE OF REINFORCEMENT SHALL BE AS SHOWN IN

SCHEDULE. FILL BLOCK WITH GROUT.

SHEET KEYNOTES

1. EXPOSED FASTENER RAINSCREEN OVER

RIGID INSULATION ON ZEE GIRT.

2. NEW OVERHEAD DOOR. LOCK FROM

EXTERIOR.

3. NEW LIGHTING, SEE ELECTRICAL.

4. 4.5"W x 3.5"D PREFINISHED ALUMINUM

GUTTER AND 1.75" x 2.25" DOWNSPOUT.

PROVIDE CONCRETE SPLASHPAN.

5. VENTILATION. SEE MECHANICAL DRAWINGS.

6. ADJUST ELECTRICAL TO ACCOMMODATE

NEW SIDING.

7. NEW DOOR.

8. NEW 8x8x56" U-LINTEL, BEAR 8" EACH SIDE

OF OPENING.

9. NEW FRP DOOR / FRAME - PAINT.

10. NEW FRP DOOR IN EXISTING FRAME - FRAME.

HATCH LEGEND

REFERENCE NOTES

THE CONDITION OF EACH KEYNOTED ITEM WAS

GENERALLY SURVEYED. WORK REQUIRED IS

GENERALLY INDICATED BUT DOES NOT INCLUDE

ALL CONDITIONS EITHER SEEN OR UNSEEN. IT

SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO VISIT THE JOBSITE TO

DETERMINE THE ACTUAL SCOPE OF EACH ITEM,

ITEMS NOT LISTED, AND THE TOTAL WORK

REQUIRED TO COMPLETE WORK TO A FINISHED

CONDITION.

GENERAL NOTES:

1. CONTRACTOR TO ASSUME RESPONSIBILITY

FOR EXISTING PROJECT CONDITION AND

TAKE MEASURES TO INSURE SAFETY OF

WORKERS NEEDED TO COMPLETE WORK IN

A SAFE AND SECURE MANNER.

2. DIMENSIONS ON DRAWINGS WERE

GATHERED BY FIELD MEASUREMENTS -

ACTUAL DIMENSIONS MAY VARY FROM

THOSE INDICATED - FIELD VERIFY.

3. PROVIDE AND MAINTAIN TEMPORARY

WEATHER PROTECTION DURING INTERVAL

BETWEEN DEMOLITION ON EXTERIOR

SURFACES AND NEW CONSTRUCTION TO

PREVENT WATER INFILTRATION AND

DAMAGE TO STRUCTURE AND INTERIOR

AREAS.

4. PROVIDE AND MAINTAIN SHORING,

BRACING, AND STRUCTURAL SUPPORTS AS

REQUIRED TO PRESERVE STABILITY AND

TO PREVENT MOVEMENT, SETTLEMENT, OR

COLLAPSE OF CONSTRUCTION TO REMAIN

AND TO PREVENT UNEXPECTED OR

UNCONTROLLED MOVEMENT OF

CONSTRUCTION BEING DEMOLISHED.

5. PROTECT AND MAINTAIN FLOOR AND WALL

FINISHES TO REMAIN FOR REUSE.

6. DO NOT USE CUTTING TORCHES UNTIL

WORK AREA IS CLEARED OF FLAMMABLE

MATERIALS AT CONCEALED SPACES.

VERIFY CONDITION AND CONTENTS OF

HIDDEN SPACES - MAINTAIN FIRE WATCH

AND PORTABLE FIRE SUPPRESSION

DEVICES.

7. COMPLY WITH HAULING AND DISPOSAL

REGULATIONS OF AUTHORITIES HAVING

JURISDICTION.

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GRW ENGINEERS, INC.

801 CORPORATE DRIVE

LEXINGTON, KY.

(859) 223-3999 / FAX (859) 223-8917

engineering architecture geospatial www.grwinc.com

595 COMBS FERRY ROAD, RICHMOND, KY

DOCJT BOONESBORO RANGE

CJT BOONESBORO TRAINING RANGE IMPROVEMENTS

METAL PANEL

LINTEL'S AT OPENINGS 11-12-24

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RTA DATE

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DECA LOG #

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A&E FILE NO.

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CHECKED BY

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DRAWN BY

AutoCAD SHX Text 9/24/2024

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DRAWING DATE

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DRAWING INFORMATION

AutoCAD SHX Text 5149-01

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DRAWING NO.

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AS BUILT DATE

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PHASE

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DATE

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DESCRIPTION OF REVISIONS

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REVISION HISTORY OF THIS DRAWING

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DATE

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DESCRIPTION OF REVISIONS

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FRANKFORT, KENTUCKY

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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

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FINANCE AND ADMINISTRATION CABINET

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COMMONWEALTH OF KENTUCKY

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ACCOUNT NO.

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525-CAW0-CJ42-00

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BID DOCUMENTS

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BID DOCUMENTS

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JDR

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BSL

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RESTROOM FACILITY - ELEVATIONS