Addendum 1.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-10-27

FOR: Interior Upgrade Leitchfield Readiness Center Department of Military Affairs Leitchfield, Kentucky

DATE: August 11, 2026

RFB-785-2700000045

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 attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-10-27 For: Interior Upgrade Leitchfield Readiness Center Department of Military Affairs Leitchfield, Kentucky

Janis Wilhoite, Statewide Procurement Analyst II Division of Engineering and Contract Administration

Kesler Simpson Architects, LLC 3728 Willow Ridge Road, Lexington, KY 40514 859-523-4324 office www.ksa-llc.com

Project name: DMA Leitchfield RC Interior Upgrade, 541 Schoolhouse Rd. Leitchfield KY

Project # 202508

Date: 08/10/26

Addendum #01

The following modifications to the Bidding and Contract Documents for the referenced project shall hereby be incorporated into the Work described, and their effect on the bidding shall be reflected in the Bidder’s Form of Proposal. Bidder shall verify receipt of Addendum on the Form of Proposal.

Bidder is cautioned to read entire Addendum, as a definite order does not necessarily follow, and to check that all pages of Addendum have been included in Bidder’s copy of Addendum.

QUESTIONS:

1. Suggested HDPE Lockers Substitute for Art Metal Products: - Duralife Lockers.

RESPONSE:Not accepted as comparable.

2. Suggested Benches Substitute for Art Metal Products; Hadrian; List Industries; Lyon; Penco;

ASI Storage Solutions: - Tufftec Benches RESPONSE: Not accepted as comparable.

3. Suggested HDPE Lockers Substitute for Art Metal Products: - Tufftec Lockers RESPONSE:

Not accepted as comparable.

4. Suggested Phenolic Partitions Substitute for Accurate; Bobrick; Bradley; Knickerbocker: -

Metpar Phenolic RESPONSE: Accepted as comparable, color to be selected at later date by Using Agency.

5. Drawing A-402 and the locker plan notes indicate 22 new double-tier OCIE lockers with sloped tops, matching the existing lockers. Section 10 51 13, OCIE Welded Lockers, identifies the locker configuration as single tier. Please confirm whether the new lockers are to be single-tier or double-tier and identify the governing locker requirements. RESPONSE:

OCIE lockers are to be double-tier to match existing.

6. Is this project subject to prevailing wages? RESPONSE: No

7. Has an anticipated duration / start date been established? RESPONSE: After bid is awarded

160 calendar days for substantial completion plus 30 calendar days for final completion.

8. Will the building be vacant throughout the construction process? RESPONSE: No.

Temporary facilities with hot water and showers will need to be provided by the contractor.

9. Will there be any Owner furnishings / work equipment requiring protection or relocation throughout construction? RESPONSE: Yes, IT equipment.

10. Sheet D100 through Sheet A902 are not to scale. RESPONSE: See attached reprinted sheets.

11. On the Door Schedule it appears that Door Opening 101A is scheduled to receive a New

H.M. Door Frame, but per the Hardware Schedule this opening is only to receive a New Cylinder Core. I assume the Hardware Schedule is correct. RESPONSE: Correct, this door is to only be rekeyed, disregard all notation for FRAME on this door in the door schedule, the existing frame is to remain. See revised sheet A-600.

12. Door 120 F was not noted as what type of door it is. I assume it is type “FF” as this is the only exterior door I see on the door schedule. RESPONSE: Door Type for Door 120F is FF.

13. Do we know if the existing roof is under warranty, and if so what Roofing Contractor may be carrying this warranty? RESPONSE: The roof is currently out of warranty. However, roof work is currently under development outside of this contract and is anticipated to be executed concurrently. The Contractor will need to coordinate with the concurrent roofing project for all work associated with roof.

14. The Toilet/Shower Accessories note that several items are to be furnished by the owner. Is the Contractor responsible for the installation of these items or is the Owner’s vendor going to install these items? RESPONSE: These items will be Owner Provided, Contractor Installed.

15. On Drawing S-201 it notes a L-2 Lintel which is for a masonry wall. This wall is typical Pre- Engineered wall framing with steel girts. I assume we are to frame this door opening with C

11.5 channel framing & trim out the metal wall panels. RESPONSE: Add C8x11/5 wall girt between grids B and existing HSS8x4 at Overhead Door Jamb with flanges turned up and web at elevation +7’-2 ½”, connected to column at each end with L7x4x3/8 x 6” L.D.H. field welded each leg with ¼” fillet weld three sides. Add C8x11.5 vertical at each jamb w/ L3 1/2x3 1/2x5/16 x5 ½” field welded each leg with 3/16” fillet weld three sides to head channel and w/ L3 ½x3 1/2x5/16 x5 ½” field welded vertical leg with 3/16” fillet weld three sides to jamb channel and w/ (2) 3/8” diameter x 4” concrete screw to masonry wainescoat.

Masonry to be cut and toothed with cmu having face shell at end, and grouted solid at jamb for attachment of jamb channels. L-2 lintel is not required at this location.

16. Please confirm the manufacturer of the existing FACP & devices. RESPONSE: The existing FACP is Simplex 4007, addressable fire alarm panel or equal. Contractor to verify before the bid.

17. Specs call out a “field office”. Since work is to be performed within an existing building with the auditorium to remain untouched – is this necessary? RESPONSE: Makeshift office in Assembly Hall is acceptable as long it’s kept tidy. Contractor to coordinate with facility in placement of office.

18. Specs call for perimeter site fencing. Since work is to be performed within an existing building – is this necessary if temporary enclosures are provided? RESPONSE: fence may be necessary to secure contractors tools/material etc.

19. Will we need to demo the ACT grid and panel in all rooms receiving new ACT finishes per the finish schedule? RESPONSE: Yes, new tile and grid are required in rooms noted to receive new ceilings.

20. Dwg E202, 18”W x 4”D cable tray – is this basket tray or aluminum ladder tray?

RESPONSE: Cable tray shall be 18”x4”D and equal to Legrabd Cablofil wiremesh with safety edge.

21. Dwg E202, can you provide brand and model numbers for existing panels? LPI, LIAA, M and Motor Pool. RESPONSE: Panel LP1 is General Electric. Panel L1AA is Cutler Hammer Eaton. Panel M is General Electric. Contractor to verify before the bid.

22. Dwg E202, new panel Motor pool – how many circuits? RESPONSE: Panel “Motorpool” shall be 100amp, main circuit breaker, surface mounted, 30 circuits, complete with breakers to match existing amperages and sizes and rewire all circuits from old location to new location per NEC. Exact location (within 20’ of location shown on plans) of panel in Assembly Hall #100 to be coordinated in the field with Engineer.

23. Dwg E202, can you provide panel schedules for panels? LPI, LIAA, M and Motor pool?

RESPONSE: Panel LP1 is General Electric, 24 circuit panelboard. Panel L1AA is Cutler Hammer Eaton, 54 circuit panelboard. Panel M is General Electric, 36 circuit panelboard.

Contractor to verify before the bid.

24. Can similar materials and fixtures be used from the plumbing schedule? The basis of design material and fixtures are listed on the plumbing plans, schedules and specifications.

RESPONSE: Equal or better shall be bid and provided by the Contractor.

25. Can press type copper fittings be used in place of solder fittings? Press type copper fittings for domestic hot water, cold water and hot water recirculation are acceptable alternate to the solder joints. RESPONSE: Press is not to be used for hvac piping.

26. Can press type fittings be used in place of mechanical fittings on gas lines? RESPONSE:

Press type fittings are not acceptable for gas lines.

CHANGES TO SPECIFICATIONS:

1. Section 270506

a. Refer to page 6 of Specification:

i. Revise the Work Area Outlets shall be two port outlets with no blank openings, with two Cat 6 cables- one for data and one for VOIP. Note that the Electrical

Sheet Legend on Sheets E-201 and E-202 accurately describes the requirement.

ii. Revise Detail #2 on Sheet E-301 to reflect this description of Work Area Outlets.

CHANGES TO DRAWINGS:

Structural

1. XXXX

a. XXXX

Architectural

1. Full Architectural Set Reprinted for correct scaling only. For revised sheets see below.

2. A-401 – NEW ENLARGED RESTROOM PLANS

a. Clarified installation requirements for Owner provide items.

3. A-600 – DETAILS & SCHEDULES

a. Revised Frame information for door 101A on DOOR SCHEDULE.

b. Revised Door Type for door 120F.

Mechanical

1. M-201 - MECHANICAL PLAN

a. Contractor shall provide a block off kit, equal to KDBQ44B60A, to Fan Coil FC7, located in Lactation Room 116.

2. E-202 - ELECTRICAL POWER/COMM PLAN

a. Contractor shall provide separate power and disconnects for each of the three VRV fan coil units. Use panel L1AA for this power. The outdoor VRV condensing unit shall use panel LP1 for this power. All wiring and controls shall be per manufacturer's requirements. Contractor shall provide new overcurrent protection in the panels per

NEC.

3. M-301 - MECHANICAL SCHEDULES & DETAILS

a. Contractor option, at no additional cost to project after bid, to provide combination Air

Separator and Mag/Dirt AS-1 which is equal to providing separate equipment as shown on plans and schedules. Combination device to be installed in location of

Mag/Dirt Separator (before boilers) as indicated on Sheet M-201 Mechanical Plan and Boiler Piping Detail.

4. M-302 - MECHANICAL SCHEDULES & DETAILS

a. Based on representation by the manufacturer and Bidder that the function, performance, fabrication, installation, appearance, quality, and warranty are equivalent or superior to the specified items, the following proposed substitution equipment manufacturer is acceptable, with Contractor responsible for any and all impacts due to size, installation, orientation, access space, etc., for the equipment indicated but still subject to Submittal Review:

i. B-1 and B-1A: Encore 500, products of RBI, Division of Mestek, Inc.

Plumbing

Electrical

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS. DO NOT SCALE DRAWINGS.

THE PURPOSE OF THE CONTRACT DOCUMENTS IS TO PROVIDE DESIGN INTENT. IN SOME

INSTANCES THE DOCUMENTS REQUIRE PROPRIETARY COMPONENTS TO MEET THE OWNER'S

NEED BUT IN MOST CASES THIS IS ACCOMPLISHED IN A NON-PROPRIETARY MANNER, AND AS

SUCH, IS NOT TIED TO ANY MANUFACTURER'S SPECIFIC PRODUCTS OR INSTALLATION

METHODS. EACH SUBCONTRACTOR OR TRADE CONTRACTOR SHALL NOTIFY THE GENERAL

CONTRACTOR UPON AWARD OF CONTRACT OF ANY SYSTEM REQUIREMENTS THAT WILL

ALTER DIMENSIONS AS SHOWN ON DRAWINGS AS A RESULT OF ACTUAL APPROVED

PRODUCTS. ALL CONTRACTOR'S ADJACENT WORK SHALL PROVIDE NECESSARY QUANTITY

REVISIONS WITHOUT ADDITIONAL COST. IT IS THE RESPONSIBILITY OF THE VENDOR TO

PROVIDE ADDITIONAL COMPONENTS REQUIRED FOR COMPLETE SYSTEMS. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL CONDITIONS IN THE FIELD AND

THE MEANS AND METHODS OF CONSTRUCTION. THIS MAY NECESSITATE MINOR DEVIATIONS

FROM DRAWN DETAILS. IF THE DRAWINGS AND/OR THE SPECIFICATIONS CONFLICT WITH A

SPECIFIC MANUFACTURER'S MATERIALS, INSTALLATION DETAILS, RECOMMENDATIONS, OR

INDUSTRY STANDARDS, THE GENERAL CONTRACTOR AND RESPECTIVE SUB CONTRACTORS

ARE RESPONSIBLE FOR COORDINATING ANY AND ALL SPECIFIC CHANGES RELATED TO THE

MATERIALS OR PRODUCTS SELECTED WITHOUT ADDITIONAL COST TO THE OWNER. THE

GENERAL CONTRACTOR IS RESPONSIBLE FOR MEETING THE DESIGN INTENT. CHANGE

ORDERS FOR REVISIONS COVERED BY THESE PROVISIONS WILL NOT BE CONSIDERED.

THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, WHAT IS REQUIRED BY ONE SHALL BE

AS IF REQUIRED BY ALL. THE SPECIFICATIONS ARE NOT INTENDED TO BE A COMPREHENSIVE

LIST OF WORK INTENDED. THE GENERAL CONTRACTOR AND SUB CONTRACTORS SHALL

CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND IN BIDDING THE WORK GIVE A

REPRESENTATION THEY HAVE FOUND THEM IN ALL RESPECTS TO BE COMPLETE, ACCURATE,

CONSISTENT, COORDINATED, AND SUFFICIENT FOR CONSTRUCTION. CONTRACTORS ARE

REQUIRED TO BID THE COMPLETE SET OF DRAWINGS. NO COMPENSATION WILL BE MADE

FOR MATERIAL OR LABOR THAT WAS MISSED DUE TO AN INCOMPLETE BID. EACH

DISCIPLINE'S DRAWINGS MAY NOT BE CONCLUSIVE. VERIFY ALL DRAWINGS FOR TOTAL

CONSTRUCTION.

IF THERE IS A CONFLICT BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO BRING IT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO BID. IF THE GENERAL CONTRACTOR DOES NOT BRING IT TO THE

ATTENTION OF THE ARCHITECT, THEN HE IS ASSUMED TO HAVE BID THE WORST CASE (MOST

EXPENSIVE) SCENARIO. CHANGE ORDERS FOR REVISIONS COVERED BY THESE PROVISIONS

WILL NOT BE CONSIDERED.

APPLICABLE CONSTRUCTION INDUSTRY STANDARDS AND BUILDING CODES HAVE THE SAME

FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO THESE

CONSTRUCTION DOCUMENTS. GOVERNING REGULATIONS HAVE PRECEDENCE OVER NON-

REFERENCED STANDARDS, IN SO FAR AS DIFFERENT STANDARDS MAY HAVE OVERLAPPING

OR CONFLICTING REQUIREMENTS. COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING

CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THESE

STANDARDS AND REGULATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE DOCUMENTS

FROM THE DESIGN PROFESSIONAL AND THE CODE, THE MOST RESTRICTIVE SHALL APPLY.

EACH CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

AT THE SITE AND REPORT ANY DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING WITH

CONSTRUCTION OR MATERIAL ORDERING. USE OF ESTABLISHED DIMENSIONS IS NOT

PERMITTED UNLESS NOTED IN THE SPECIFICATION SECTIONS. DO NOT SCALE DRAWINGS. IF

DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING.

ALL WORK INCLUDED ON THESE DRAWINGS IS NEW AND BY THE CONTRACTOR UNLESS

NOTED OTHERWISE. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

ALL SECTIONS, DETAILS, MATERIALS, AND METHODS SHOWN AND OR NOTED ON ANY SHEET

SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS NOTED OTHERWISE.

NO CONTRACTOR HAS THE AUTHORITY TO PERMIT THE USE OF ANY PORTION OF THE SITE OR

BUILDING TO ANYONE, EXCEPT FOR BUSINESS CONNECTED TO THE CONSTRUCTION WITH

WHICH THIS CONTRACT IS CONCERNED.

REMOVE AND LEGALLY DISPOSE OF DEBRIS, RUBBISH AND OTHER DEMOLITION WASTE

MATERIALS FROM THE SITE.

THE CONTRACTOR SHALL STABILIZE AND SECURE BUILDING COMPONENTS AS REQUIRED.

THE CONTRACTOR SHALL FOLLOW ASTM STANDARDS FOR INSTALLATION REQUIREMENTS.

IN THE EVENT THE CONTRACTOR UNEXPECTEDLY ENCOUNTERS ON THE SITE REASONABLY

BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER CLASSIFIED

HAZARDOUS MATERIAL, NOTIFY ARCHITECT OF THE DISCOVERY OF ANY HAZARDOUS

MATERIALS AND IMMEDIATELY STOP WORK. REPORT FINDINGS TO ARCHITECT AND OWNER IN

WRITING AND DO NOT RESUME WORK UNTIL APPROACH IS IDENTIFIED.

CONTRACTOR SHALL ASSUME THAT DIGITAL DRAWING FILES ARE NOT AVAILABLE UNLESS

NOTED OTHERWISE.

ALL DIMENSIONS SHOWN ON PLANS ARE TO CENTERLINE OF COLUMN, FACE OF MASONRY/

CONCRETE/ METAL FRAMING AND DO NOT INCLUDE THICKNESS OF FINISHES, SUCH AS

DRYWALL, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR

DIMENSIONS. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS.

ALL WOOD BLOCKING / NAILERS SHALL BE PRESSURE TREATED WHEN IN CONTACT WITH

CONCRETE OR MASONRY. PROVIDE PRESSURE TREATED BLOCKING AT EXTERIOR

LOCATIONS AS SHOWN, OR AS REQUIRED FOR WARRANTY SYSTEMS.

PROVIDE SHIMS BETWEEN BUILDING SYSTEMS AND COMPONENTS AS REQUIRED FOR

PROPER ALIGNMENT.

SEPARATE NON-COMPATIBLE METALS AND DISSIMILAR MATERIALS TO PREVENT GALVANIC

REACTIONS.

INSTALL SEALANTS BETWEEN BUILDING SYSTEMS AT BOTH INTERIOR AND EXTERIOR

LOCATIONS TO ENSURE A WATERTIGHT ENCLOSURE. UTILIZE SHIMS, JOINT MATERIALS, AND

BACKER RODS IN ORDER TO CONTAIN SEALANTS. REFER TO SPECIFICATION SECTIONS FOR

ADDITIONAL REQUIREMENTS.

GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR COORDINATING ALL HVAC / EQUIPMENT

PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS. THIS MAY NECESSITATE ADDITIONAL

SUPPORT AS UNIT SIZES AND LOCATIONS CHANGE FROM WHAT IS SHOWN FOR WHATEVER

REASON.

CONTRACTOR IS TO COORDINATE DUST CONTROL MEASURES WITH HVAC SYSTEMS AND

WITH THE BUILDING OPERATOR.

CONTRACTOR TO ENSURE THAT NO PLASTIC FOAM INSULATION IS TO REMAIN EXPOSED

AFTER COMPLETION OF WORK. ANY SUCH MATERIAL IS TO BE COVERED WITH DRYWALL,

METAL, OR DC315 SPRAY APPLIED THERMAL AND IGNITION BARRIER.

THE CONTRACTOR SHALL BEGIN NO WORK UNTIL ALL PERMITS ARE SECURED.

THE CONTRACTOR SHALL FACILITATE A PREMASONRY REVIEW MEETING WHERE THE LAYOUT

OF ALL NEW CMU WALLS ARE DEMONSTRATED SO AS TO ENSURE DIMENSIONS SHOWN IN

THE ARCHITECTURAL DRAWINGS ARE VIABLE WITH EXISTING CONDITIONS.

GENERAL NOTES

C

COMMONWEALTH

T

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R

A

HC I

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OF

A D

N

6 43

I

REG

No.

TS E

W W. S

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YK T

L ER

DER

EK

COMMONWEALTH OF KENTUCKY, FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES, DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

AGENCY

AUTHORIZED

AGENT

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

FOR INTENT ONLY

DECA LOG #

DRAWING NO.

DECA REVIEWED

DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

LEXINGTON, KY 40514

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

ASBUILT DATE

ACCOUNT NO.

DIVISION OF

ENGR\INEERING

DATE

APPROVED FOR PROGRAM CONCEPT ONLY

APPROVED FOR PROGRAM CONCEPT ONLY

ACCOUNT #

ANDY BESHEAR, - GOVERNOR

HOLLY M. JOHNSON - SECRETARY, FINANCE & ADMINISTRATION CABINET

VICINITY MAP

541 SCHOOLHOUSE RD.

LEITCHFIELD KY, 42754

DRAWING INDEX

ARCHITECT:

KESLER SIMPSON ARCHITECTS, LLC.

3728 Willow Ridge Rd Lexington, Kentucky 40514 Phone: (859) 523-4324

OWNER:

COMMONWEALTH OF KENTUCKY

403 Wapping Street The Bush Building Frankfort, Kentucky 40601

USING AGENCY:

STRUCTURAL ENGINEER:

BROWN + KUBICAN

546 East Main Street, Suite 300 Lexington, Kentucky 40508 Phone: (859) 285-3252

MECHANICAL/ELECTRICAL ENGINEER:

E-TECH CONSULTANTS, PLLC

378 Park Ave.

Lexington, Kentucky 40502 Phone: (859) 254-4200

DEPARTMENT OF MILITARY AFFAIRS

G-000

COVER SHEET

DMA LEITCHFIELD RC INTERIOR UPGRADE

202508

4/3/2026

ZDP

MT 095-CC1N-LT06-00

DMA LEITCHFIELD RC INTERIOR UPGRADE

541 SCHOOLHOUSE RD.

LEITCHFIELD KY, 42754

095-CC1N-LT06-00

4/3/2026

SITE

PHASE RTA DOCUMENTS

GENERAL

G-000 COVER SHEET

G-001 SYMBOLS AND ABREVIATIONS

G-002 ACCESSIBILITY GUIDELINES

G-003 ACCESSIBILITY GUIDELINES

STRUCTURAL

S-101 GENERAL NOTES

S-102 STRUCTURAL SPECIAL INSPECTIONS

S-201 FOUNDATION AND STRUCTURAL PLAN

S-301 TYPICAL FOUNDATION DETAILS

S-401 TYPICAL FRAMING DETAILS

ARCHITECTURAL

�D-100 ARCHITECTURAL DEMO PLAN

A-002 LIFE SAFETY

A-003 PARTITION DETAILS

A-004 PARTITION DETAILS

A-005 WALL TYPES

A-006 MASONRY WALL TYPICAL DETAILS

A-011 EXISTING FLOOR PLAN

A-012 EXISTING CEILING PLAN

A-013 EXISTING ROOF PLAN

A-101 NEW FLOOR PLAN

A-111 NEW REFLECTED CEILING PLAN

A-201 NEW EXTERIOR ELEVATIONS

A-401 NEW ENLARGED RESTROOM PLANS

A-402 NEW RESTROOM ELEVATIONS

A-600 DETAILS & SCHEDULES

A-901 SIGNAGE PLAN

A-902 SIGNAGE DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND

M-101 MECHANICAL DEMOLITION PLAN

M-102 MECHANICAL PIPING DEMOLITION PLAN

M-201 MECHANICAL PLAN

M-301 MECHANICAL SCHEDULES & DETAILS

M-302 MECHANICAL SCHEDULES & DETAILS

M-303 MECHANICAL SCHEDULES & DETAILS

PLUMBING

P-101 PLUMBING DEMOLITION PLAN

P-201 PLUMBING PLAN

P-202 WATER & GAS PIPING PLAN

P-301 PLUMBING SCHEDULES & DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-101 ELECTRICAL LIGHTING DEMOLITION PLAN

E-102 ELECTRICAL POWER DEMOLITION PLAN

E-201 ELECTRICAL LIGHTING PLAN

E-202 ELECTRICAL POWER/COMM PLAN

E-301 ELECTRICAL SCHEDULES & DETAILS

SUSPENDED ACOUSTICAL CEILING (2x2 & 2x4)

2x2 FLUORESCENT LIGHT FIXTURE

2x4 FLUORESCENT LIGHT FIXTURE

1x4 FLUORESCENT LIGHT FIXTURE

STRIP LIGHT FIXTURE

SUSPENDED GYPSUM BOARD CEILING

CONCRETE

STONE BASE

EARTH FILL

INSULATION (BATT)

INSULATION (RIGID)

MASONRY

PLYWOOD

ROOF BALLAST

STEEL

2' X 2' RETURN AIR GRILLE

2' X 2' SUPPLY AIR DIFFUSER

SUPPLY AIR LINEAR DIFFUSER

SPRINKLER HEAD

RECESSED DOWNLIGHT

WALL MOUNTED EXIT LIGHT FIXTURE

CEILING MOUNTED EXIT LIGHT FIXTURE

HIGH-BAY LIGHT

ARCHITECTURAL DIMENSIONS ABBREVIATIONARCHITECTURAL SYMBOL LEGEND

SYMBOLS DESCRIPTIONSYMBOLS DESCRIPTION

NORTH

ROOM

NAME

TITLE# SCALE

SECTION CUT

DETAIL BUBBLE

ELEVATION/ DETAIL

INDICATOR

NORTH ARROW

ROOM NUMBER AND NAMES

DOOR SYMBOL

WINDOW ELEVATION/

PLAN SYMBOLS

WALL TYPES

COLUMN BUBBLE

ELEVATION MARK

DRAWING TAG

SYMBOLS DESCRIPTIONSYMBOLS DESCRIPTION

SCALE

3'-4" R.O.

18' - 0 1/2"

6' - 0" 6' - 0 1/4"6' - 0 1/4"

3'-4" M.O.

12' - 0" R.O.

24' - 0"

USED TO DIMENSION INTERIOR

DOORS IN GYP. BD.

PARTITIONS WITH H.M. FRAMES

USED TO DIMENSION WINDOWS EITHER IN STRIP OR

UNIT CONFIGURATION. 1/4" SEALANT SPACE WILL BE

ADDED TO EACH END PANEL. OVERALL DIMENSIONS IS

PROVIDED AS A ROUGH OPENING.

USED TO DIMENSION DOORS IN MASONRY

PARTITIONS WITH ALL FRAMES

USED TO DIMENSION DOORS IN

METAL SIDING AND GIRT EXTERIOR

WALL CONFIGURATIONS.

OPENINGS IS DIMENSIONED TO

STEEL

FRAME.

USED TO DIMENSION ARCHITECTURAL ELEMENTS

GRAPHIC DIMENSIONS

- EXTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FOUNDATION WALL OR

GRID LINE PER STRUCTURAL DRAWINGS. FACE OF FOUNDATION OR GRID LINE

IS IN THE EQUIVALENT PLANE AS BACK OF SIDING MATERIAL.

- REFER TO WALL SECTIONS FOR TOTAL WALL THICKNESS. PARTITION TYPES DO

NOT REFER TO EXTERIOR WALLS

- C.M.U. MEASURED TO FACE OF C.M.U.

- CONCRETE MEASURED TO FACE OF CONCRETE

EXTERIOR DIMENSIONS

- INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD (UNLESS NOTED OTHERWISE)

- REFER TO PARTITION TYPES FOR TOTAL WALL THICKNESS

- C.M.U. MEASURED TO FACE OF C.M.U.

- CONCRETE MEASURED TO FACE OF CONCRETE

INTERIOR DIMENSIONS

STEEL LINE

ROOF LEADERR.L.

A.B.

ACT.

ADJ.

ALT.

ALUM.

ANCH.

APPROX.

A.F.F.

BD.

BLDG.

BLK.

B.M.

BOT.

BRG.

B.U.

CAB.

CPT.

C.B.

CMU

C.F.M.

C.I.P.

C.J.

C.L.

CLG.

CLOS.

C.O.

COL.

CONC.

CONST.

CONT.

CONTR.

C.T.

CU.

C.C.

DEPT.

DET.

DIA.

DIM.

DISP.

DIST.

DN.

DR.

DS.

D.W.

EA.

ELEC.

ELEV.

ENT.

EQ.

EQUIP.

EXH.

EXIST.

EXP.

E.J.

E.W.

E.W.C.

ANCHOR BOLT

ACOUSTIC TILE

ADJUSTABLE

ALTERNATE

ALUMINUM

ANCHOR

APPROXIMATE

ABOVE FINISHED FLOOR

BOARD

BUILDING

BLOCK

BENCH MARK

BOTTOM

BEARING

BUILT UP

CABINET

CARPET

CATCH BASIN

CONC. MASONRY UNIT

CUBIC FOOT/MINUTE

CAST IRON PIPE

CONTROL JOINT

CENTER LINE

CEILING

CLOSET

CLEANOUT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CERAMIC TILE

CUBIC

CENTER TO CENTER

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DISPENSER

DISTRIBUTION

DOWN

DOOR

DOWNSPOUT

DOMESTIC WATER

EACH

ELECTRIC

ELEVATION

ENTRANCE

EQUAL

EQUIPMENT

EXHAUST

EXISTING

EXPOSED

EXPANSION JOINT

EACH WAY

ELECTRIC WATER COOLER

F.A.

F.D.

FDN.

F.E.

FIN.

FIX.

FL.

F.H.

F.R.

F.S.

FT.

G

GALV.

G.B.

GL.

GR.

GYP. BD.

HDW.

HT.

H.M.

HORIZ.

HR.

I.D.

IN.

INSUL.

INT.

INV.

J.C.

JT.

K.O.

LAB.

LAM.

LAV.

LG.

MATL.

MAX.

MECH.

MEMB.

MTL.

MFR.

MH.

MIN.

MIR.

MISC.

M.O.

M.P.

MULL.

N.I.C.

NO.

NOM.

N.S.

N.T.S.

O.A.

O.C.

O.D.

O.F.

OPG.

OPP.

O.H.

OZ.

FRESH AIR

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FINISH

FIXTURE

FLOOR

FULL HEIGHT

FIRE RESISTANT

FULL SIZE

FOOT or FEET

GAS

GALVANIZED

GRAB BAR

GLASS OR GLAZING

GRADE

GYPSUM BOARD

HARDWARE

HEIGHT

HOLLOW METAL

HORIZONTAL

HOUR

INSIDE DIAMETER

INCH

INSULATION

INTERIOR

INVERT

JANITOR'S CLOSET

JOINT

KNOCK OUT

LABORATORY

LAMINATED

LAVATORY

LENGTH

MATERIAL

MAXIMUM

MECHANICAL

MEMBRANE

METAL

MANUFACTURE

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOVABLE PARTITION

MULLION

NOT IN CONTRACT

NUMBER

NOMINAL

NON-SLIP

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OPENING

OPPOSITE

OVERHEAD

OUNCE

PART.

P.

P. LAM.

PLBG.

PLYW'D

PT'D.

P.I.V.

Q.T.

R.A.

RAD.

R.D.

REC.

REFRIG.

REINF.

REQD.

R.H.

RM.

SAN.

SCH.

SHT.

SIM.

S.O.G.

SQ.

SPEC.

S. S.

STL.

STD.

STOR.

STRUCT.

SUSP.

TEMP.

TEL.

THRES.

T.O.S.

T.O.J.

TYP.

U.H.

UR.

VAC.

V.C.T.

VEST.

VERT.

PARTITION

PLATE

PLASTIC LAMINATE

PLUMBING

PLYWOOD

PAINTED

POST INDICATOR VALVE

QUARRY TILE

RETURN AIR

RADIUS

ROOF DRAIN

RECESSED

REFRIGERATOR

REINFORCING

REQUIRED

RIGHT HAND

ROOM

SANITARY

SCHEDULE

SHEET

SIMILAR

SLAB ON GRADE

SQUARE

SPECIFICATION

STAINLESS STEEL

STEEL

STANDARD

STORAGE

STRUCTURAL

SUSPENDED

TEMPERATURE

TELEPHONE

THRESHOLD

TOP OF STEEL

TOP of JOIST

TYPICAL

UNIT HEATER

URINAL

VACUUM

VINYL COMPOSITE TILE

VESTIBULE

VERTICAL

W/

WAINS.

W.C.

WD.

WDW.

W.F.

W.H.

W/O

WP.

WT.

WWF

YD.

WITH

WAINSCOT

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WATER HEATER

WITHOUT

WATERPROOF

WEIGHT

WELDED WIRE FABRIC

YARD

DEGREEDEG.

T.O.M. TOP OF MASONRY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

MILES PER HOUR

KIPS PER SQUARE FOOT

PSF

PSI

MPH

KSF

1 KIP EQUALS 1000 POUNDS

FINISHED FLOOR ELEVATION

CENTER TO CENTER

CLEAR

KIP

F.F.E.

C/C

CLR.

O

AT

DIAMETER

PL. PLATE

CENTER LINECL

CW COLD WATER

DWG. DRAWING

EF EXHAUST FAN

HW HOT WATER

RTU ROOF TOP UNIT

SF SUPPLY FAN

V.I.F. VERIFY IN FIELD

B.O.D. BOTTOM OF DECK

B.O.J. BOTTOM OF JOIST

B.O.S. BOTTOM OF STEEL

PERF. PERFORATED

T.O.C. TOP of CONCRETE

U.N.O. UNLESS NOTED OTHERWISE

R.O. ROUGH OPENING

DGA DENSE GRADE AGGREGATE

J.B. JOIST BEARING ELEVATION

GA. GAUGE

H.B. HOSE BIBB

HYD. FIRE HYDRANT

L. LENGTH, LONG

M. METER

PVC. POLYVINYL CHLORIDE

RCP

REINFORCED CONC.

PIPE

SECT. SECTION

ST. STORM SEWER

U.G. UNDERGROUND

LF. LINEAR FEET

PVMT. PAVEMENT

MEZZ. MEZZANINE

ACC. ACCESSIBLE

E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM

PIPE BOLLARDP.B.

CLEAR TEMPERED PLATEC.T.P.

VTR VENT THRU ROOF

C

COMMONWEALTH

T

RE

R

A

HC I

N

KE UT

OF

A D

N

6 43

I

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No.

TS E

W W. S

CE

YK T

L ER

DER

EK

DESCRIPTION OF REVISION

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

MM/DD/YR

DECA LOG #

DRAWING NO.

AS BUILT DATE

DATE

DESCRIPTION OF REVISION DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

859.523.4324

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

ACCOUNT NO.

REVISION HISTORY OF DRAWINGS

Addendum 01 08/10/26

G-001

SYMBOLS AND ABREVIATIONS

DMA LEITCHFIELD RC INTERIOR UPGRADE

095-CC1N-LT06-00

202508

4/3/2026

Author

Checker

RTA

4/3/2026

904.4 SALES AND SERVICE COUNTERS (RECEPTIONIST). A

PORTION OF THE COUNTER SURFACE THAT IS 36" LONG

MIN. AND 36" MAX A.F.F. SHALL BE PROVIDED. A CLEAR

FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL

BE POSITIONED FOR A PARALLEL APPROACH. A FORWARD

APPROACH CAN ALSO BE PROVIDED THAT COMPLIES WITH

904.4.2

18.

226 DINING SURFACES AND WORK SURFACES.

WHERE DINING SURFACES ARE PROVIDED AT

LEAST 5% SHALL BE BETWEEN 28" AND 34" MAX

A.F.F. WITH A FORWARD APPROACH COMPLYING

WITH 305 AND KNEE & TOE CLEARANCE COMPLYING

WITH 306. WHERE WORK SURFACES ARE

PROVIDED FOR USE BY OTHER THAN EMPLOYEES,

THEN 5% SHALL MEET THE SAME CRITERIA.

904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE

28" TO 34" A.F.F.

17.

225 STORAGE. WHERE STORAGE IS PROVIDED IN

ACCESSIBLE

SPACES, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH

811.

16.

222 DRESSING, FITTING, AND LOCKER ROOMS. A BENCH

COMPLYING WITH 903 SHALL BE PROVIDED WITHIN THE

ROOM. WHERE COAT HOOKS ARE PROVIDED AT LEAST

ONE

OF EACH TYPE SHALL BE WITHIN ONE OF THE REACH

RANGES SPECIFIED IN 308. WHERE SHELVES ARE

PROVIDED AT LEAST ONE OF EACH TYPE SHALL BE 40"

MINIMUM AND 48" MAXIMUM A.F.F.

15.

213.2 TOILET ROOMS AND BATHING ROOMS. WHERE

TOILET OR BATHING ROOMS ARE PROVIDED, EACH ROOM

SHALL COMPLY WITH 603.

213.3.1 WHERE TOILET COMPARTMENTS ARE PROVIDED

AT LEAST ONE TOILET COMPARTMENT SHALL COMPLY

WITH 604.8.1. WHERE THE COMBINATION OF URINALS

AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES,

AT LEAST ONE COMPARTMENT SHALL COMPLY WITH

604.8.2 (AMBULATORY COMPARTMENT)

213.3.3 URINALS. WHERE MORE THAN ONE URINAL IS

PROVIDED, AT LEAST ONE SHALL COMPLY WITH 605.

213.3.4 LAVATORIES. WHERE LAVATORIES ARE PROVIDED,

AT LEAST ONE SHALL COMPLY WITH 606 AND SHALL NOT

BE LOCATED IN TOILET COMPARTMENT.

213.3.6 BATHING FACILITIES. WHERE BATHTUBS OR

SHOWERS ARE PROVIDED, AT LEAST ONE BATHTUB

COMPLYING WITH 607 OR AT LEAST ONE SHOWER

COMPLYING WITH 608 SHALL BE PROVIDED.

213.3.7 COAT HOOKS AND SHELVES. WHERE COAT

HOOKS ARE PROVIDED IN TOILET ROOMS WITHOUT

TOILET COMPARTMENTS, AT LEAST ONE OF EACH TYPE

SHALL COMPLY WITH 603.4. WHERE COAT HOOKS OR

SHELVES ARE PROVIDED IN TOILET COMPARTMENTS,

AT LEAST ONE OF EACH TYPE COMPLYING WITH 604.8.3

SHALL BE PROVIDED IN TOILET COMPARTMENTS

REQUIRED TO COMPLY WITH 213.3.1. WHERE COAT

HOOKS OR SHELVES ARE PROVIDED IN BATHING

FACILITIES, AT LEAST ONE OF EACH TYPE COMPLYING

WITH 603.4 SHALL SERVE FIXTURES REQUIRED TO

COMPLY WITH 213.3.6.

14.

212 KITCHENS, KITCHENETTES, AND SINKS. WHERE SINKS

ARE PROVIDED, AT LEAST 5%, BUT NO FEWER THAN ONE,

OF EACH TYPE PROVIDED IN EACH ACCESSIBLE ROOM OR

SPACE SHALL COMPLY WITH 606.

13.

211 DRINKING FOUNTAINS. NO FEWER THAN TWO

DRINKING FOUNTAINS SHALL BE PROVIDED. ONE

THAT IS ACCESSIBLE AND MEETS 602.1 - 602.6, AND

ONE THAT IS FOR STANDING PERSONS THAT MEETS

602.7. EXCEPTION: WHEN A HI-LO UNIT MEETS BOTH

OF THESE CRITERIA IT MAY BE SUBSTITUTED FOR

TWO SEPARATE DRINKING FOUNTAINS.

WHEN MORE THAN TWO ARE PROVIDED OR REQUIRED BY

CODE 50% SHALL COMPLY WITH 602.1 - 603.6, AND 50%

SHALL COMPLY WITH 602.7

12.

210 STAIRWAYS. INTERIOR AND EXTERIOR STAIRS THAT

ARE PART OF A MEANS OF EGRESS SHALL COMPLY

WITH

504 (STAIRWAYS) AND 505 (HANDRAILS).

11.

206.4 DOORS, DOORWAYS, AND GATES. AT LEAST 60%

OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.

206.5 WITHIN A BUILDING OR FACILITY, AT LEAST ONE

DOOR, DOORWAY, OR GATE SERVING EACH ROOM OR

SPACE SHALL COMPLY WITH 404.

10.

206 ACCESSIBLE ROUTES

AT LEAST ONE ACCESSIBLE ROUTE SHALL BE

PROVIDED WITHIN THE SITE FROM ACCESSIBLE

PARKING SPACES AND ACCESSIBLE PASSENGER

LOADING ZONES. PUBLIC STREETS AND SIDEWALKS;

AND PUBLIC TRANSPORTATION STOPS TO THE

ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY

SERVE. EXCEPTION: AN ACCESSIBLE ROUTE SHALL

NOT BE REQUIRED IF THE ONLY MEANS OF ACCESS

BETWEEN THEM IS A VEHICULAR WAY NOT PROVIDING

PEDESTRIAN ACCESS.

AT LEAST ONE ACCESSIBLE ROUTE SHALL

CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE

FACILITIES, ACCESSIBLE ELEMENTS, AND

ACCESSIBLE SPACES THAT ARE ON THE SAME

SITE. EXCEPTION: AN ACCESSIBLE ROUTE SHALL

NOT BE REQUIRED IF THE ONLY MEANS OF

ACCESS BETWEEN IS A VEHICULAR WAY NOT

PROVIDING PEDESTRIAN ACCESS.

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT

EACH STORY AND MEZZANINE IN MULTI-STORY

BUILDINGS AND FACILITIES. EXCEPTION: AN

ACCESSIBLE ROUTE SHALL NOT BE REQUIRED IF THE

ONLY MEANS OF ACCESS BETWEEN IS A VEHICULAR

WAY NOT PROVIDING PEDESTRIAN ACCESS.

403 AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE

GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY

WITH 405 OR 406. THE CROSS SLOPE SHALL NOT BE

STEEPER THAN 1:48.

303 CHANGES IN LEVELS ALONG AN ACCESSIBLE

ROUTE SHALL COMPLY WITH 303. A CHANGE IN

LEVEL GREATER THAN 1/2" REQUIRES A: CURB

RAMP, RAMP, ELEVATOR OR PLATFORM LIFT

COMPLYING WITH 405, 406, 407, AND 410.

302 FLOOR OR GROUND SURFACES SHALL BE STABLE,

FIRM, AND SLIP RESISTANT. IF USED, CARPET OR

CARPET TILE SHALL BE SECURELY ATTACHED AND

SHALL HAVE A FIRM CUSHION OR PAD. CARPET OR

CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED

LOOP, LEVEL CUT PILE, OR LEVEL CUT / UNCUT PILE

TEXTURE. PILE HEIGHT SHALL BE 1/2" MAX. EXPOSED

EDGES OF CARPET SHALL BE FASTENED TO FLOOR

SURFACES AND SHALL HAVE TRIM ON THE ENTIRE

LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM

SHALL COMPLY WITH 303.

NOTE: AN ACCESSIBLE ROUTE DOES NOT INCLUDE

STAIRS, STEPS, OR ESCALATORS.

ACCESSIBLE MEANS OF EGRESS SHALL COMPLY

WITH

GOVERNING BUILDING OR LIFE SAFETY CODE.

FIRE ALARM SYSTEMS SHALL COMPLY WITH 215.

BUILDING SIGNAGE IS BY OWNER. HOWEVER, WHERE

REQUIRED BY LAW, SUCH AS PARKING, ACCESSIBLE

ROUTES, MEANS OF EGRESS, ELEVATORS AND

RESTROOMS BECOME A PART OF THE BASE CONTRACT.

ROOM OR SPACE IDENTIFIER SIGNAGE IS BY OWNER. ALL

SIGNAGE SHALL MEET THE MINIMUM REQUIREMENTS OF

THE ADAAG. SEE 216

REFER TO THE CIVIL DRAWINGS FOR ADAAG

STANDARDS THAT TAKE PLACE OUTSIDE THE

BUILDING ENVELOPE.

THE CONTRACTOR AND/OR SUBCONTRACTOR

SHALL VERIFY THE MOST RESTRICTIVE GUIDELINES

FOR A SPECIFIC PROJECT. IF LOCAL RULES ARE

MORE RESTRICTIVE, THE MOST RESTRICTIVE

RULES SHALL APPLY.

THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL

VERIFY THE REQUIREMENTS OF THE PROJECT AND

BE RESPONSIBLE FOR THE IMPLEMENTATION OF ADA

PROCEDURES FOR THE PROJECT. PROCEEDING

WITH

CONSTRUCTION SHALL CONSTITUTE ACCEPTANCE

OF

CONDITIONS AND ACCEPTANCE OF THE CURRENT

STATUS AS APPROVEABLE UNDER THE ADAAG.

THESE DRAWINGS AND DETAILS IDENTIFY SOME BUT

NOT ALL OF THE REQUIREMENTS OF THE ADAAG. EACH

DETAIL MAY BE USED FOR THE GENERAL LAYOUT OF

THE STRUCTURE AND ARCHITECTURAL ENTITIES OF

THE

DESIGN BUT THE ACTUAL ARCHITECTURAL

DIMENSIONS,

LAYOUT, MECHANICAL, AND ACCESSORIES LAYOUT IN

THIS SET OF DOCUMENTS TAKE PRECEDENCE. IF

THERE

IS A CONFLICT BETWEEN THE DRAWING SET AND THIS

DRAWING, NOTIFY THE ARCHITECT IMMEDIATELY.

THIS DRAWING IS INTENDED TO BE USED AS A GUIDE

FOR CONSTRUCTABILITY PURPOSES ONLY. THE

AMERICANS WITH DISABILITIES ACT OF 2010, THE ADA, IS

FEDERAL LAW AND MAY NOT BE ABLE TO BE

CIRCUMVENTED UNDER ANY CIRCUMSTANCES BY THE

ARCHITECT, CONTRACTOR OR THE OWNER. ALL

PARTIES SHALL BE KNOWLEDGEABLE OF THE

REQUIREMENTS AND THE LIABILITIES ASSOCIATED WITH

THOSE REQUIREMENTS.

8.

9.

7.

6.

5.

4.

3.

2.

1.

12" MIN*

22" MIN

SEE 404.2.3

" M

IN

" M

IN

12" MIN36" MIN12" MIN

60" MIN

SEE 304

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

1 1/2"

11"

4" -7

SEE 504

11" MIN

17" MIN

17" MIN

48" MIN

5" MAX 15"MIN

" M

IN

3" M

AX

SCALE : N.T.S.

1 1/2" MIN

1 1/4-2"

8"

A .F

.F

SEE 505

" M

IN

EQUIPMENT

PERMITTED

IN SHADED AREA.SEE 602

SEE 303 AND 404.2.4

SCALE : N.T.S.

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

0"

" M

IN

" M

AX

" M

AX

" M

IN

6" MAX

8"

9" M

IN

MIN

" M

IN

" M

AX

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

* 46" MAX IF THERE IS AN OBSTRUCTION (I.E. COUNTER)

NOTE: THE HIGHEST PART OF CONTROLS, DISPENSERS,

RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL

BE

PLACED IN THIS REACH ZONE.

NOTE: WHERE PERMANENT IDENTIFICATION IS

PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL

BE INSTALLED ON THE WALL ADJACENT TO THE

LATCH SIDE OF THE DOOR WHERE THERE IS NO

WALL SPACE TO THE LATCH SIDE OF THE DOOR,

INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE

PLACED ON THE NEAREST ADJACENT WALL.

PICTOGRAMS ARE REQUIRED AT ALL RESTROOMS.

AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES 2010 (ADAAG)

" M

IN

18" MIN

DIAMETER SPACE

T-SHAPED SPACE

HINGE SIDE APPROACHES

LATCH SIDE APPROACHESFRONT APPROACHES

TWO HINGED DOORS IN SERIES

48" MIN

" M

IN

12" MIN *

48" MIN

18" MIN

" M

IN

" M

IN

24" MIN 42

" M

IN

X

" M

IN

24" MIN

Y

30 MAX

MAX

MIN

RADIUS 1/2" MAX

1/2" MAX

SIGNS SEE 703 MIRRORS REACH RANGE AND OPERABLE PARTS

*40" MAX FOR

MIRRORS LOCATED

ABOVE LAV.,SINKS,

OR COUNTERS

FIGURE 602.5(a)

25" MAX

25" MAX

CLEARANCES SHOWN ARE CODE MINIMUMS, SEE FLOOR PLANS AND DETAILS

FOR SPECIFIC CONDITIONS OF THIS PROJECT ALL HEIGHTS ARE SHOWN A.F.F

FIGURE 303.2

FIGURE 303.3(b)

FOR APPROPRIATE SCOPING REQUIREMENTS SEE THE ADMINISTRATIVE AUTHORITY

ACCESSIBLESTANDING

UP TO 1/4" MAY BE VERTICAL

SEE 603.3 SEE 308 & 309

RECEPTACLE

MIRROR

SWITCHES

THERMOSTAT

FIRE ALARM

TOWEL

TOWEL

NAPKINS

SANITARY

WASTE

WASTE

SIGNAGE

SURFACE

REFLECTIVE

BOTTOM OF

CLEAR

FLOOR

SPACE.

HANDICAPPED FIXTURES ARE DESIGNATED THUS: ON FLOOR PLANS & ENLARGED FLOOR PLANS.

FIGURE 404.2.3.1(g)FIGURE 404.2.3.1(f)

* IF BOTH CLOSER AND LATCH ARE PROVIDED

FIGURE 404.2.3.1(e)FIGURE 404.2.3.1(c&d)

FIGURE 404.2.3.1(b)FIGURE 404.2.3.1(a)

FIGURE 26

FIGURE 304.3(a)

FIGURE 304.3(b)

DIAMETER

TURNING SPACE

PUSH SIDEPULL SIDE

PUSH SIDE

* IF BOTH

CLOSER

AND LATCH

ARE

PROVIDED

PUSH SIDE

**48" MINIMUM IF DOOR HAS BOTH

A

LATCH AND A CLOSER.

*48" MIN. IF DOOR HAS CLOSER.

PULL SIDE

PULL SIDE

NOTE: X = 36 in MINIMUM IF Y = in, X = 42 in MINIMUM IF Y = 54 in.

*54" MIN IF DOOR HAS CLOSER.

NOTE: ALL DOORS IN ALCOVES SHALL COMPLY

WITH

THE CLEARANCES FOR FRONT APPROACHES.

MANEUVERING CLEARANCES AT DOORS

GENERAL NOTES

504.2 ALL STEPS ON A FLIGHT

OF

STAIRS SHALL HAVE UNIFORM

RISER HEIGHT AND UNIFORM

TREAD DEPTH.

STAIRWAYS

NOTE: FOR GRAB

BARS SEE 609

505.7.1 HANDRAILS WITH CIRCULAR CROSS SECTION SHALL HAVE

AN OUTSIDE DIAMETER OF 1 1/4" MIN AND 2" MAX.

505.7.2 HANDRAILS WITH A NONCIRCULAR CROSS SECTION SHALL

HAVE A PERIMETER DIMENSION OF 4" MIN AND 6 1/2" MAX AND A

CROSS-SECTION DIMENSION OF 2 1/4' MAX.

THE ENDS OF HANDRAILS SHALL BE EITHER ROUNDED OR

RETURNED SMOOTHLY TO FLOOR, WALL OR POST.

HANDRAILS

NOTE: USE HI-LO FOUNTAIN TO GIVE

ACCESS TO THOSE THAT USE

WHEELCHAIRS AND THOSE THAT HAVE

TROUBLE BENDING. ENSURE THEY COMPLY

WITH PROTRUDING OBJECTS 307

CHANGES IN LEVEL

NOTE: CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED

WITH A SLOPE NO GREATER THAN 1:2.

CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY

MEANS OF A RAMP THAT COMPLIES WITH 405 OR 406

DRINKING FOUNTAIN

ACCESSORY MOUNTING HEIGHT FOR HC

" M

AX

" M

AX

" M

IN

" M

IN

SEE 403.5

SCALE = 1/4"=1'-0"

60" MIN36" MIN

32" MIN

MAX

MAX

10"

" M

IN

48" MIN

" M

IN

20"-24"

21/2" MAX

20"-24"

2" M

AX

" M

IN

SEE 803 & 903

SEE 307

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

SEE 811

" M

IN

" M

AX

6' -0

10"

" M

AX

SU

G

G

ES

TE

D

SU

G

G

ES

TE

D

2' -8

3'

-4

" M

IN

4" MAX

M O

R E

TH

AN

7"

CLEAR WIDTH

ANY AMOUNT

" O

R B

EL

O

W

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

TWO WHEELCHAIRSONE WHEELCHAIR

FIGURE 903 PLANSECTION

CLEAR

FLOOR

SPACE.

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

FIGURE 307.2

SIGNAGE

NOTE: IF ROUTE IS LESS

THAN 60", THEN PASSING

SPACES AT LEAST 60" BY

60"

SHALL BE LOCATED AT

REASONABLE INTERVALS

NOT TO EXCEED 200'

FIGURE 403.5

CLEAR WIDTH

EVERY ACCESSIBLE

DRESSING ROOM SHALL

HAVE AN ACCESSIBLE

BENCH. A CLEAR FLOOR

SPACE POSITIONED FOR

PARALLEL APPROACH

TO

AN END OF THE BENCH

SEAT, SHALL BE

PROVIDED.

LOCKER ROOM BENCH

STORAGE

NOTE: OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES

BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO

MORE

THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES.

PROTRUDING OBJECTS

C

COMMONWEALTH

T

RE

R

A

HC I

N

KE UT

OF

A D

N

6 43

I

REG

No.

TS E

W W. S

CE

YK T

L ER

DER

EK

DESCRIPTION OF REVISION

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

MM/DD/YR

DECA LOG #

DRAWING NO.

AS BUILT DATE

DATE

DESCRIPTION OF REVISION DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

859.523.4324

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

ACCOUNT NO.

REVISION HISTORY OF DRAWINGS

Addendum 01 08/10/26

G-002

ACCESSIBILITY GUIDELINES

DMA LEITCHFIELD RC INTERIOR UPGRADE

095-CC1N-LT06-00

202508

4/3/2026

Author

Checker

RTA

ALL HANDLES FOR FLUSH

VALVES ARE TO BE PLACED

ON THE OPEN SIDE OF STALL

3" M

AX

4" MAX

15" MAX

" M

IN

3"

-6

4" M

AX

EQUIPMENT

PERMITTED IN

SHADED

AREA.

6" MAX

11" MIN

8"

9" M

IN7"

M

AX

17" MIN

" M

IN

" M

AX

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

SEE 306

" M

IN

48" MIN

17" MIN

17" MIN

48" MIN

" M

IN

" M

AX

6" MAX

11" MIN

8"

/ 8 " M

IN

" M

IN

MIN

" M

AX

MIN

" M

IN

60" MIN

M

IN

1/

2"

7"-9"

39"-41"

MAX

" M

IN

12"

"33

54" MIN

42" MIN

M

IN

1/

2"

7"-9"

39"-41"

MAX

" M

IN

24" MIN12"

SEE 604

" M

AX

SEE 608

SEE 605 SEE 606

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

42" MIN

18"

" M

AX

" M

AX

18"

C O

N

TR

O L

W

AL

L

BACK

SE

AT

W

AL

L

18"

22"-23"

1/

2" M

AX

2 1/2"

MAX.

15"-16"

48" MIN.

36"

" M

IN

12"

16"-18"

36" MIN. G.B.

48" MIN

" M

IN

13 1/2"

25" MAX

17" MIN

54" MIN

42" MIN

" M

IN

" M

AX

" M

AX

BOTTOM EDGE

OF REFLECTIVE

SURFACE.

13 1/2"

AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES 2010 (ADAAG)

" M

IN

"32

" M

IN

32" MIN

4"MAX

32" MIN

36" MIN

" M

IN

56" MIN WALL HUNG W.C.

42" MIN

" M

IN

56" MIN WALL HUNG W.C.

" M

IN

16"-18"

" M

IN

C

LE

AR

60" MIN CLEAR

3'-0" 6"

" M

IN

CONTROL AREA

Figure 306.2 & 306.3

25" MAX

MIN

6 1_

2" MAX

DEEP BOWL

25" MAX

SPACE.

CLEAR

FLOOR

25" MAX

CLEAR

FLOOR

SPACE.

MIN

FIGURE 605.2

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

LATCH APPROACH ONLY,

OTHER APPROACHES

SEE

404.1

G.B.

T.P. DISP.

OTHER FIXTURES

ARE NOT ALLOWED

WITHIN THIS CLEAR

FLOOR SPACE

CLEARANCES SHOWN ARE CODE MINIMUMS, SEE FLOOR PLANS AND DETAILS FOR SPECIFIC CONDITIONS OF THIS PROJECT ALL

HEIGHTS ARE SHOWN A.F.F

Figure 29Figure 29Figure 29

FOR APPROPRIATE SCOPING REQUIREMENTS SEE THE ADMINISTRATIVE AUTHORITY

FLUSH CONTROL

60" LONG HOSE

APPROACH DIRECTION

APPROACH DIRECTION

APPROACH DIRECTION

FIGURE 604.9

HCWC

AMBULATORY ACCESSIBLE COMPARTMENT

59" MIN FLR. MOUNTED W.C.

ALTERNATE

DOOR

LOCATION

59" MIN FLR. MOUNTED W.C.LATCH APPROACH ONLY,

OTHER APPROACHES

SEE

404.1

FIGURE 604.8.2

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

MIN

MAX

HCWC

M

AX

FIGURE 604.3

WHEELCHAIR ACCESSIBLE TOILET

CONTROL WALLBACK WALLSEAT WALL

G.B.

WOMEN ACCESSIBLE REAR WALL

CLEAR

FLOOR

SPACE.

SHOP DRAWINGS

CONFIRM W.C. TYPE W/ APPROVED

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

NOTE:

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

MEN ACCESSIBLE

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

HANDICAPPED FIXTURES ARE DESIGNATED THUS: ON FLOOR PLANS & ENLARGED FLOOR PLANS.

MIRROR

KNEE & TOE CLEAR.

PARALLEL

APPROACH

PERMITTED

TO SINKS IN A

SPACE

WHERE A

COOK TOP IS

NOT LOCATED

AND WET

BARS. ALL

OTHERS

MUST

PROVIDE

FORWARD

APPROACH

THE FRONT PARTITION

AND AT LEAST ONE

SIDE PARTITION SHALL

PROVIDE A TOE

CLEARANCE OF 9"

NOTE: FOR SHOWER COMPARTMENT 30" BY 60" SEE 608.2.2

NOTE: HOT WATER AND DRAIN

PIPES UNDER LAV./SINK SHALL

BE

INSULATED. THERE SHALL BE NO

SHARP OR ABRASIVE SURFACES

UNDER LAV./SINK

36" X 36" SHOWER COMPARTMENT

42" MIN

G.B.

60" MIN

LINE OF WALL

WATER CLOSETS AND TOILET COMPARTMENTS

URINAL LAVS. & SINKS

" M

IN

" M

AX

T.P. DISP.

60" MIN

" M

IN

42" MIN

C

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COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

MM/DD/YR

DECA LOG #

DRAWING NO.

AS BUILT DATE

DATE

DESCRIPTION OF REVISION DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

859.523.4324

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

ACCOUNT NO.

REVISION HISTORY OF DRAWINGS

Addendum 01 08/10/26

G-003

ACCESSIBILITY GUIDELINES

DMA LEITCHFIELD RC INTERIOR UPGRADE

095-CC1N-LT06-00

202508

4/3/2026

Author

Checker

RTA

10' - 0 3/8"

1/ 2"

1/ 2"

71' - 1 3/16" 14' - 0"

/8

8' - 0 3/8"

24' - 0 3/8"

/1 6"

9' - 4 3/8"

5'

3/

8"

82' - 4 3/4"

11' - 11 1/8"

1/ 8"

1"

15' - 11 1/16"

1/ 8"

19' - 2 1/4"

1/

32' - 7 1/8"

/2

21' - 9 7/16"

/4

6' - 8"

/2

11' - 9 5/16"

6'

3/

136' - 2"

36' - 8 11/16" 11' - 4" 88' - 1 5/16"

5'

6"

0"

4'

/8

/8

33' - 10" 96' - 9 7/8"

/8

0"

4'

/8

109A

108A

119A

107A

104A

105A

101A

110A

118B118A

111A 112A 113A

118C

114A 115A 116A

117A

103A

100A

/1 6"

130' - 7 7/8"

VAULT DOOR, OVERHEAD

DOOR AND UNHATCHED

DOORS TO REMAIN. SEE

DOOR SCHEDULE FOR FULL

SCOPE OF WORK.

9' - 4 3/8" 8' - 8 3/8" 9' - 4 3/8" 14' - 0"

13' - 10 3/8" 7' - 0 5/8" 2' - 0" 6' - 8" 13' - 0 3/8" 2' - 8" 6' - 8" 19' - 1 3/4"

119B

102B

120D

122A

121A

120C

REMOVE EXISTING LOUVERS,

COORDIANTE WITH

MECHANICAL DWGs

REMOVE EXISTING LOUVERS,

COORDIANTE WITH

MECHANICAL DWGs

REMOVE EXISTING WINDOWS

REMOVE EXISTING CHASE AND

LOUVERS, COORDINATE WITH

MECHANICAL DWGs

DEMO OPENING IN

PREPERATION FOR NEW

DOOR

DEMO AS

NEEDED IN

THIS AREA TO

ACCOMODATE

BATHROOM

RENOVATION

DEMO, AS

NEEDED, TO

ACCOMODATE

NEW CORRIDOR

AND LACTATION

ROOM

DEMO

EXISTING

MOVEABLE

PARTITIONS

A-40210

A-402

A-402

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COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

MM/DD/YR

DECA LOG #

DRAWING NO.

AS BUILT DATE

DATE

DESCRIPTION OF REVISION DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

859.523.4324

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

ACCOUNT NO.

REVISION HISTORY OF DRAWINGS

Addendum 01 08/10/26

D-100

ARCHITECTURAL DEMO PLAN

DMA LEITCHFIELD RC INTERIOR UPGRADE

095-CC1N-LT06-00

202508

4/3/2026

KLS

MT

RTA

4/3/2026

1/8" = 1'-0"

DEMOLITION PLAN1

UP

LOCKER RM

BREAK ROOM

ASSEMBLY HALL

89' TRAVEL

DISTANCE

100' TRAVEL

DISTANCE

EXIT

FE

MAINTAIN UL U937 2HR WALL RATING.

ANY ABANDONED EXISTING OPENINGS IN

RATED ASSEMBLY TO BE ADDRESSED TO

MEET ASSEMBLY REQUIREMENTS.

MAINTAIN UL U937

2HR WALL RATING

CLASSROOM

118B

CLASSROOM

117A

SERVER

MECHANICAL

M A

IN

TE

N A

N C

E

C O

R R

ID

O

R

ENTRY

LOBBY

ADMINISTRATION

OFFICE

OFFICE

OFFICE

RECRUITER

VAULT

STORAGE

CLASSROOM

118A

CLASSROOM

118C

MEN'S R.R.

WOMEN'S R.R.

LACTATION

ROOM

CORRIDOR

114B

C O

R R

ID

O

R

4A

CORRIDOR

77' TRAVEL

DISTANCE

90' TRAVEL

DISTANCE 80' TRAVEL

DISTANCE

72' TRAVEL

DISTANCE

R 75' - 0"

R 75' - 0"

FE

FE

R

R 75' - 0"

R 75' - 0"

FE

FE

FIRE EXTINGUISHER NOTES

ALL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED & INSTALLED BY OWNER BASED ON

THE FOLLOWING CRITERIA:

1. THE DESIGN CRITERIA SHALL BE USED (MANUFACTURING AREAS) (FE-1)

CLASSIFICATION OF HAZARDS..............ORDINARY (MODERATE) HAZARD

MAXIMUM AREA TO BE

PROTECTED PER EXTINGUISHER.................6,000 SQ. FT.

MAXIMUM DISTANCE TRAVELED................. 75 FEET

2. THE DESIGN CRITERIA SHALL BE USED: (OFFICE AREAS) (FE-2)

CLASSIFICATION OF HAZARDS..............LIGHT (LOW) HAZARD

MAXIMUM AREA TO BE

PROTECTED PER EXTINGUISHER.................6,000 SQ. FT.

MAXIMUM DISTANCE TRAVELED................. 75 FEET

3. FIRE EXTINGUISHED MOUNTED IN UNHEATED AREAS SHALL BE RATED FOR ANTICIPATED

TEMPERATURES

4. G.C. TO PROVIDE CABINET FOR FIRE EXTINGUISHERS IN OFFICE AREA ALL OTHER MOUNTED

PER OWNER.

LEGEND

FIRE EXTINGUISHER LEGEND

EXISTING FIRE EXTINGUISHER

FE

EXISTING CMU WALL SHALL BE A TWO HOUR RATED FIRE BARRIER.

EXISTING NON-RATED DOORS SHALL BE REMOVED AND TWO HOUR

DOORS INSTALLED.

EMERGENCY

EXIT

INGRESS

DIRECTION OF

TRAVEL

EXIT

TRAVEL DISTANCETD

C

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DESCRIPTION OF REVISION

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

MM/DD/YR

DECA LOG #

DRAWING NO.

AS BUILT DATE

DATE

DESCRIPTION OF REVISION DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

859.523.4324

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

ACCOUNT NO.

REVISION HISTORY OF DRAWINGS

Addendum 01 08/10/26

A-002

LIFE SAFETY

DMA LEITCHFIELD RC INTERIOR UPGRADE

095-CC1N-LT06-00

202508

4/3/2026

Author

Checker

RTA

4/3/2026

1/8" = 1'-0"

LIFE SAFETY PLAN1

C O

D E

IN

FO

R M

AT

IO

N

APPLICABLE CODES

BUILDING:

FIRE:

PLUMBING:

MECHANICAL:

ELECTRICAL:

ACCESSIBILITY:

ENERGY CODE:

USE GROUPS AND AREA

USE GROUPS:

BUILDING AREA:

BUILDING HEIGHT:

KBC 2018 (IBC 2015)

2015 INT'L. FIRE CODE

2022 KY PLUMBING CODE

2015 INTERNATIONAL MECH. CODE

2017 NEC

2009 ICC/Ansi A117.1

2012 IECC

B - BUSINESS

S1 - STORAGE

ALLOWED BY CODE: 2 STORIES; 55 FEET

ACTUAL AS DESIGNED: 1 STORY; 26 FEET

ALLOWED BY CODE: A3 - 9,500sf MODIFICATIONS ALLOWED: FRONTAGE 7,125sf

ACTUAL AS DESIGNED:

B = 6,202 Sq.Ft. - EXISTING S-1 = 2,274 Sq.Ft. - EXISTING TOTAL AREA: 15,573 Sq.Ft

CONSTRUCTION TYPE: IIB

CALCULATED OCCUPANCY LOAD

B - 1 PER 100 Sq.Ft. GROSS S1 - 1 PER 500 Sq.Ft. GROSS

= 96 OCCUPANTS

= 5 OCCUPANTS

EXIT DISTANCE: 250 FEET

NUMBER OF EXITS: 3 REQUIRED; 5 PROVIDED

SITE CLASS

VERIFY WITH CIVIL

SEISMIC DESIGN CATEGORY

C

FROST DEPTH

24 INCHES

SNOW LOAD LBS/SF

15 PSF

WIND SPEED

115 MPH

A3 & S1 - SUPPRESSED, B - NONSUPPRESSED

A3 - ASSEMBLY

A3 = 7,097 Sq.Ft. - EXISTING

A3 - 1 PER 15 Sq.Ft. GROSS = 475 OCCUPANTS

PLUMBING COUNT

REQUIRED BY ACTUAL OCCUPANT LOAD:

MENS WC = 1

LADIES WC = 2

MENS LAV = 1

LADIES LAV = 1

ACTUAL AS DESIGNED:

MENS WC = 4

MENS URINALS = 4

LADIES WC = 3

MENS LAV = 3

LADIES LAV = 3

MENS SHOWERS = 4

WOMENS SHOWERS = 3

- MIXED USE - NON-

SEPARATED

BUILDING IS NOT FULLY SPRINKLED.

ACTUAL OCCUPANCY LOAD

ACTUAL OCCUPANT LOAD = 188 OCCUPANTS

DRYWALL

SHEATHING

STUDS DISRUPTED

BY OPENING

NOTE:

UNLESS INDICATED ELSEWHERE

ON THE ARCHITECTURAL DRAWINGS,

JAMBS ARE TO BE CONSTRUCTED OF

1/2 THE NUMBER OF DISRUPTED STUDS

PLUS ONE MORE STUD.

JAMB STUDS TO BE THE SAME SIZE &

GAUGE OF TYPICAL STUDS IN THE WALL.

4' -0

ZO

N E

#10 SCREWS @ 6"

O.C. IN 4'-0" ZONE

-BOTH SIDES OF

OPENING.

PR

O

VI

D

E

AD

D

IT

IO

N

AL

B

R

AC

IN

G

EV

ER

Y 5'

-0 " O

.C

N O

A D

D

IT

IO

N

AL

B

R

AC

IN

G

R

EQ

A-003

A-003

A-004

A-003

A-003

CONTINUOUS PLATE, SIZE AND

GAUGE AS REQUIRED. PLATE

MADE TO SPAN (2) RIBS OF DECK

WITH SCREWS ON EACH SIDE OF

STUD AS REQUIRED.

SCREWS TO METAL PLATE

AT EACH STUD AS REQUIRED

SLIPTRACK SYSTEMS

SLOTTED TRACK

METAL DECK

HEAD OF WALL BELOW

METAL ROOF DECK

PARALLEL OF FLUTES

HEAD OF WALL BELOW

METAL ROOF DECK

PERPENDICULAR OF FLUTES

TYPICAL STUD, SIZE AND

GAUGE AS REQUIRED

4" 1/

2"

CONTINUOUS PLATE, SIZE AND

GAUGE AS REQUIRED. PLATE

MADE TO SPAN (2) RIBS OF DECK

WITH SCREWS ON EACH SIDE OF

STUD AS REQUIRED.

SCREWS TO METAL PLATE

AT EACH STUD AS REQUIRED

FIXED TRACK

METAL DECK BY OTHERS

TYPICAL STUD, SIZE AND

GAUGE AS REQUIRED

4" 1/

2"

5"

SLIP TRACK ISOMETRIC

STUD AS REQUIRED

BY DESIGN

TYPICAL TRACK.

POWDER ACTUATED

FASTENER @ EVERY

STUD O.C. #10 SCREWS

@ 24" O.C.

OPENING

JAMB AS REQUIRED

BY DESIGN

(1) #10-16 SCREW @

EACH FLANGE

TYPICAL TRACK.

POWDER ACTUATED

FASTENER @ EVERY

STUD O.C.

(2) DIETRICH A-SERIES

CLIPS W/ SCREWS TO

STUD/JAMB AS REQUIRED

BY DESIGN

INTERIOR METAL STUDS

(NON-LOAD BEARING)

STUD SIZE

AS SHOWN ON

WALL TYPE SHEET

3 5/8"

3 5/8"

SUBJECT TO 5 psf

3 5/8"

WALL HEIGHT

VERTICAL DISTANCE

BETWEEN LATERAL

SUPPORTS

STUD

SPACING

STUD

SPECIFICATION

0' to 14' 16" C\C 362S137-33

14.1' to 16' 16" C\C 362S200-33

16.1' to 18' 16" C\C 362S200-54

C

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COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

MM/DD/YR

DECA LOG #

DRAWING NO.

AS BUILT DATE

DATE

DESCRIPTION OF REVISION DATE

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

859.523.4324

DRAWING INFORMATION

A&E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

ACCOUNT NO.

REVISION HISTORY OF DRAWINGS

Addendum 01 08/10/26

A-003

PARTITION DETAILS

DMA LEITCHFIELD RC INTERIOR UPGRADE

095-CC1N-LT06-00

202508

4/3/2026

Author

Checker

RTA

4/3/2026

1" = 1'-0"

STANDARD METAL STUD WALL1

3" = 1'-0"

HEAD DETAILS2

1 1/2" = 1'-0"

BOTTOM TRACK ANCHORAGE3 6" = 1'-0"

JAMB DETAIL4

1 1/2" = 1'-0"

BASE OF JAMB DETAIL5

30' - 0" 6' - 0" 6' - 0"

CRIPPLE STUD

JAMB

ANCHORAGE

INFILL STUD

HEADER TRACKS

DOOR-LOAD BEARING

BOXED HEADER

SINGLE JAMB

CRIPPLE STUD

JAMB

ADDITIONAL ANCHORAGE

@ JAMB

INFILL STUD

HEADER TRACKS

WINDOW-LOAD BEARING

BOXED HEADER

SINGLE JAMB

SILL

INFILL STUD

CRIPPLE STUD

ANGLE

HEADER

MEMBERS

ANGLE

HEADER

MEMBERS

CRIPPLE STUD

JAMB

ANCHORAGE

INFILL STUD

HEADER TRACKS

DOOR-NON-LOAD BEARING

SINGLE TRACK HEADER

SINGLE JAMB

CRIPPLE STUD

JAMB

ADDITIONAL ANCHORAGE

@ JAMB

INFILL STUD

HEADER TRACKS

WINDOW-NON-LOAD BEARING

SINGLE TRACK HEADER

SINGLE JAMB

SILL

INFILL STUD

CRIPPLE STUD

STRUCTURAL BEAM

BY OTHERS

TYPICAL STUD AS

REQUIRED BY DESIGN

DIETRICH FASTSTRUT

FS-1500 WITH (3)

PROPRIETARY SCREWS.

ATTACH TO BEAM AS

REQUIRED BY DESIGN.

STRUCTURAL BEAM

BY OTHERS

TYPICAL STUD AS

REQUIRED BY DESIGN

DIETRICH UNICLIP ATTACHED

TO STUD AS REQUIRED BY

DESIGN. ATTACH TO STR. STEEL

AS REQUIRED BY DESIGN.

3/16" MIN. CONTINUOUS

STR. STEEL ANGLE BY

OTHERS. 3" MIN.

VERTICAL LEG

MAX OFFSET

1"

PLAN VIEW

1 1/2" X 16 GA.U-CHANNEL

VERTICAL SPACING AS

REQUIRED

(2) #10-16 SCREWS FASTEN

TO U-CHANNEL

TYPICAL STUD, SIZE AND

GAGE AS REQUIRED

1 1/2" X 1 1/2" X 16 GA. CLIP

ANGLE FASTENED TO STUD

W/ (2) #10-16 SCREWS:

ANGLE LENGTH SHALL NOT

BE LESS THAN STUD DEPTH

MINUS 1/2"

TYPICAL STUD, SIZE AND

GAGE AS REQUIRED

FLAT STRAP, SIZE AND

GAGE AS REQUIRED.

CROSS OVER @ EVERY

6'-0" O.C.

TYPICAL STUD, SIZE AND

GAGE AS REQUIRED

SCREWS AT X-BRACING

STUDS AS REQUIRED

CONTINUOUS CROSS-BRACING DETAIL

FOR 8" STUD OR LARGER

CONTINUOUS BRACING DETAIL

FOR 6" STUD OR SMALLER

U-CHANNEL BRIDGING, 5'-0"

VERTICAL SPACING

APPROVED SHEATHING

ATTACHED TO STUD FLANGE

SCREWS @ EACH STUD

AS REQUIRED

REAR FLANGE BRACING DETAIL FOR

WALLS WITH SHEATHING ON ONLY ONE SIDE

12" MIN.

SCREWS EACH SIDE

AS REQUIRED

U-CHANNEL SPLICE DETAIL

CEILING LINE

45 DEG

REES

M

AX

KICKER

ANCHORAGE

STUD AS REQUIRED

BY DESIGN

SCREW ATTACHMENT

SCREW

ATTACHMENT

C.J. C.J. C.J. C.J. C.J. C.J. C.J.

OR GREATER

T.O. WALL

VARIES

FINISH FLOOR

0'-0"

CEILING

SEE SCHEDULE

CEILING

D…