Addendum One .pdf

PDF 3 MB Posted Sep 10, 2025

Attached to: RFB-58-26 DMA Williamsburg RC Interior Repairs
Solicitation number: RFB-785-2600000091-2
Issued by: Wayne County, Kentucky

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Written by GovTribe AI · Sep 18, 2025

This document is an Addendum 1 to an Invitation to Bid (RFB-58-26) issued by the Commonwealth of Kentucky's Department for Facilities and Support Services, Division of Engineering and Contract Administration, for Interior Repairs at the Williamsburg Readiness Center for the Department of Military Affairs. The project involves comprehensive interior renovation and repairs at the Williamsburg facility, with the addendum providing updated specifications, revised drawings, and clarifications to the original bid documents. The addendum includes modifications to multiple specification sections such as Interior Architectural Woodwork, Door Hardware, Ceramic Tiling, Resinous Flooring, Wire Mesh Partitions, Accordion Folding Partitions, and OCIE Welded Lockers.

The project includes several financial allowances, including $15,600 for masonry repointing, $89,600 for HVAC controls (via an EMCOR Services proposal), and $7,500 for interior signage. The renovation will involve installing new ceramic tile, resinous flooring, wire mesh partitions, accordion folding partitions, lockers, and updating door hardware. The project will utilize specific manufacturers and product lines, such as Flowcrete for resinous flooring, Art Metal Products for lockers, and Best lock systems. The addendum provides detailed technical specifications for materials, installation methods, performance requirements, and finish details, ensuring comprehensive guidance for potential bidders on the exact requirements and expectations for the interior repairs project.

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-58-26

FOR: Interior Repairs Williamsburg Readiness Center Department of Military Affairs Williamsburg, Kentucky

DATE: September 10, 2025

RFB-785-2600000091

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-58-26 For: Interior Repairs Williamsburg Readiness Center Department of Military Affairs Williamsburg, Kentucky

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

DMA – Williamsburg RC Interior Repairs 095-CCOX-WI08-00 September 10, 2025

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

DMA – Williamsburg RC Interior Repairs

ADDENDUM #1

This Addendum forms a part of the Contract and clarifies, corrects, or modifies the original Bid Documents. Acknowledge receipt of this addendum in the space provided on the bid form. Failure to do so may subject bidder to disqualification.

This addendum contains sixty-three (63) sheets including this sheet.

A. See attached revised sheet D101 for clarification of door frame and ceiling demo.

B. See attached revised sheet A002 for clarification of control joint locations.

C. See attached revised sheet A101 & A102 for clarification of new masonry wall heights. New walls are not required to be fire-rated. Also see attached thickened-slab detail which is required to be added at new walls tagged as CMU-3.

D. See attached revised sheet A121 for added room tags in shower areas.

E. See attached revised sheet A201 for a note change to clarify aluminum storefront and work related to Add Alternate 1.

F. See attached revised sheet A601 adding hardware sets to the door schedule, deleting new frames (except for two new ones) and revising some finishes.

G. See attached Typical Slab Patching Detail for utility tenches.

H. See attached revised spec section 064026 Interior Architectural Woodwork.

I. See attached new spec section 087100 Door Hardware.

J. All key cores are to be contractor supplied but owner installed. A BEST LOCK CORMAX 7 PIN CORE shall be ordered and paid for by contractor when ready.

Supplier will reach out to Chris Hopper, (502) 545-8272, DMA Lock Smith for approval and Layout. All final cores will be shipped to Chris Hopper / DMA and he will replace construction cores with the final cores.

DMA – Williamsburg RC Interior Repairs 095-CCOX-WI08-00

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

K. See attached new spec section 093013 Ceramic Tiling.

L. See attached revised spec section 096723 Resinous Flooring.

M. See attached new spec section 102213 Wire Mesh Partitions.

N. New accordion partition shall stack at one end. See attached spec section 102233 Accordion Folding Partitions.

O. See attached new spec section 105113 OCIE Welded Locker.

P. An allowance of $15,600 for masonry repointing is included in the project.

Q. An allowance of $89,600 for HVAC controls is included in the project. See attached EMCOR Services proposal.

R. This addendum adds an allowance of $7,500 for interior signage.

S. Where polished concrete is specified, provide a ‘Class B – Salt and Pepper’ exposure with a ‘Level 3 – Polished’ gloss level.

T. All existing kitchen equipment and fixtures shall be handled in accordance with Section 3.5, D, in spec section 024119 Selective Demolition. All other furnishings shall be removed as defined in same specification.

ADDENDUM #1 - MEP

DMA – Williamsburg RC Interior Renovation

Williamsburg, Kentucky

ACC #095-CCOX-WI08-00

Drawings:

1. Plumbing Drawings:

a) P101

i) Refer to Food Prep 111 – Change fixture P-4 to P-8.

2. HVAC Drawings:

a) M101

i) Add sheet note 19 to RTU-1 and RTU-2 to read, “Contractor is responsible for moving any existing conduit, piping, ductwork, steel bracing, or any other existing electrical, mechanical, or structural component to accommodate new roof ductwork penetrations and new ductwork mains.

3. Electrical Drawings:

a) E001

i) Replace sheet in its entirety with new E001.

b) E002

i) Replace sheet in its entirety with new E002.

c) E101

i) Refer to sheet note description 2. Add to the end of sheet note, “Modify existing conduit stub and box as required to accept mounting of new flood light. Refer to light fixture schedule for additional requirements.”

d) E501

i) Refer to Panel MDP schedule. Revise “feeder” for circuit 24,26,28 to be 2#10, 1#10G, ¾” C.

DEMO EXISTING

OPERABLE PARTITION

DEMO EXISTING

LOUVER

DEMO EXISTING CMU WALL

FOR REPLACEMENT OF

UNDER-SLAB DRAIN PIPING

DEMO CONCRETE SLAB AREA FOR

ACCESS TO UNDER SLAB PIPING

DEMO VCT

FLOORING; SEE

HAZMAT NOTES

DEMO VCT

FLOORING

DEMO VCT

FLOORING; SEE

HAZMAT NOTES

DEMO CERAMIC

TILE ON WALLS

& FLOORS

DEMO CERAMIC

TILE FLOORS

DEMO PARTITION

EXISTING LOUVER

TO REMAIN

VAULT DOOR

TO REMAIN

REMOVE SINK & STORE

UNTIL FLOOR WORK IS

COMPLETE; REINSTALL

11 1

11111

222222

DEMO EXISTING

LOUVER

DEMO EXISTING CMU WALL

FOR REPLACEMENT OF

UNDER-SLAB DRAIN PIPING

DEMO 48"(W) OF CMU WALL,

APPROX. ONE(1) COURSE OF

CMU ABOVE CEILING BETWEEN

ROOMS

DEMO EXISTING

CMU WALLS

4 4

6 6 6

DEMO EXISTING DOOR

DEMO EXISTING WINDOW SYSTEM

DEMO EXISTING HOLLOW METAL STOREFRONT SYSTEM

4 DEMO EXISTING CEILING

5 DEMO DOOR FRAME

6 DEMO PORTION OF WALL FOR NEW MEP PENETRATION; SEE MECHANICAL DRAWINGS FOR SIZE

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

D101

ARCHITECTURAL DEMOLITION FLOOR PLAN

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

1/8" = 1'-0"

DEMOLITION FLOOR PLAN1

GENERAL DEMOLITION NOTES

1. THE CONTRACTOR SHALL PHOTO AND VIDEO THE SITE AND ALL ADJACENT

BUILDING/PARKING LOTS AND CITY WALKS, STREETS, ETC. AND PROVIDE

TWO(2) COPIES OF ALL PHOTOS AND THE VIDEO TO KESLER SIMPSON

ARCHITECTS PRIOR TO THE START OF DEMOLITION.

2. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN

WRITING OF ANY UTILITY DISRUPTIONS TO ANY AREAS 72 HOURS PRIOR TO

DISRUPTION.

3. THE CONTRACTOR SHALL RESTRICT STAGING TO THE LIMITS OF

CONSTRUCTION NOTED.

4. THE CONTRACTOR SHALL RESTRICT ALL WORKERS AND EQUIPMENT TO

AREA OF WORK.

5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.

6. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ARCHITECTS

IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND

ACTUAL CONDITIONS.

7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY

HIDDEN CONDITIONS ARE UNCOVERED.

8. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS.

9. NO DEBRIS SHALL BE BURNED OR BURIED ON SITE (NO EXCEPTIONS).

10. EXISTING AREAS OF THE BUILDING SHALL BE PROTECTED AND REMAIN CLEAR

FOR PASSAGE AT ALL TIMES.

11. ALL EXISTING ADJACENT BUILDINGS/PROPERTY TO REMAIN (NOT MARKED

FOR DEMOLITION) SHALL BE PROTECTED.

12. ANY DAMAGES TO NON WORK AREAS SHALL BE REPAIRED AT THE

CONTRACTORS EXPENSE TO THE SATISFACTION AND APPROVAL OF THE

ARCHITECT AND THE OWNER.

13. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING

UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, REPAIR

ANY DAMAGE ACCORDING TO LOCAL STANDARDS AT THE CONTRACTOR'S

EXPENSE, AND COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE

UTILITY COMPANY.

14. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND RECEIVE

APPROVAL WHERE NECESSARY BEFORE BEGINNING WORK.

15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING OR REPAIRING

EXISTING ROADS, SIDEWALKS, AND PARKING LOTS.

16. THE CONTRACTOR SHALL NOT PARK EQUIPMENT OR STOCKPILE ANY

MATERIALS ON EXISTING ROADS, WHICH MUST REMAIN OPEN.

17. ACTIONS MUST BE TAKEN TO MINIMIZE THE TRACKING OF MUD AND SOIL

FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL TRACKED

ONTO THE ROADWAY SHALL BE REMOVED DAILY.

18. THE CONTRACTOR SHALL TAKE EXTRA CARE TO KEEP DUST OR DEBRIS

FROM LEAVING THE SITE OR IMPACTING THE DAILY OPERATION OF THE

ADJACENT BUILDINGS. INCLUDING ADJACENT STREETS.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAPPING THE WATER

SUPPLY AS REQUIRED.

20. ALL DEMOLISHED MATERIAL SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL

APPLICABLE LAWS & REGULATIONS.

21. CONTRACTOR TO REMOVE AND DISPOSE OF ANY FURNISHINGS NOT

REMOVED BY OWNER PRIOR TO BEGINNING OF CONSTRUCTION.

HAZARDOUS MATERIALS NOTES

1. HAZARDOUS MATERIAL TESTING HAS BEEN PERFORMED AT THIS FACILITY AND THE REPORT IS

ON FILE WITH THE ARCHITECT FOR REVIEW.

2. THE PRESENCE OF HAZARDOUS MATERIAL HAS BEEN FOUND IN THE FACILITY, SPECIFICALLY

MASTIC CONTAINING ASBESTOS HAS BEEN FOUND UNDER THE VCT THAT IS TO BE REMOVED.

3. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE HAZMAT REMEDIATION IN

CONNECTION WITH THE VCT REMOVAL.

ADDENDUM #1 09/09/2025

#5 VERTICAL

GROUT SOLID

SEALANT BACKER ROD

NEOPRENE

GASKET

CONCRETE

MASONRY

SASH UNIT

STOP JOINT

REINFORCEMENT

CONTROL JOINT

BACKER ROD

SEALANT

HORIZ.

REINFORCEMENT

@16" O.C.

ADJUSTABLE

ANCHORS

@ 16" O.C.

GROUT

CELLS

SOLID

STEEL COLUMN

CONTROL JOINT

W/BACKER

ROD & SEALANT

C.J.

U.N.O.

C.J.

U.N.O.

C.J.C.J.

C.J.

NOTE:

IF MASONRY OPENING IS < 3'-4" PROVIDE CONTROL JOINT ON

ONE SIDE OF OPENING. IF MASONRY OPENING IS >3'-4"

PROVIDE CONTROL JOINT ON BOTH SIDES OF OPENING

IF THIS DISTANCE IS 2'-8" OR

LESS, PROVIDE HORIZONTAL

CONTROL JOINTS

C.J.

EXTEND CONTROL JOINTS

ABOVE CEILING LINE OR TO

ROOF DECK IF NO CEILING

HORIZONTAL CONTROL

JOINTS AT LINTELS

(STEEL OR BOND BEAM)

EXTEND CONTROL

JOINTS FROM BOT.

OF BOND BEAM TO

TOP OF BLK. ABOVE

8" MIN. BEARING.

TYP.

BLOCK MAS.

SEE WALL

SECTIONS

H.M. WINDOW

FRAME GROUT

SOLID

DOOR,

WINDOW

OR SIM.

OPNG.

C.J.

BLOCK

MASONRY.

DOOR,

WINDOW

OR SIM.

OPNG.

8" U.N.O.

C.J.

U.N.O.

C.J.

U.N.O.

C.J.C.J.

EXTEND CONTROL

JOINTS FROM BOT.

OF BOND BEAM

8" MIN. BEARING.

TYP.

H.M. DOOR FRAME

GROUT SOLID

3/8"

CONC. MASONRY

UNITS

BLOCK MAS.

SEE WALL

MASONRY

BACKER ROD

& CAULK, CONT.

TYPICAL

CONC. MASONRY

UNITS

STRIKE MORTAR

BREAK 3/8"- APPLY

BOND BRAKER AND

CAULK (BOTH SIDES)

COURSE (TYP.)

EVERY OTHER

STEEL ANCHOR

OR (Z-TYPE) RIGID

HARDWARE CLOTH

RAKE BACK

MORTAR 3/8", ROD

& CAULK.

CONC. BLK. WALL

W/ TRUSS TYPE HORIZ.

REINF. @ 16" O.C. VERT.

TYP DETAIL: INTERSECTION OF

MASONRY & STUD WALLS

BULLNOSE CORNER

BLOCKS TYP.

CONC. BLK. WALL

W/ TRUSS TYPE HORIZ.

REINF. @ 16" O.C. VERT.

W/ TRUSS TYPE HORIZ.

CONC. BLK. WALL

MTL. STUDS

5/8" GYP. BOARD

J-BEAD & CAULK

HOLD GYP. 1/2"

OFF FACE OF BLK.

BULLNOSE CORNER

BLOCKS TYP.

CONC. BLK. WALL

W/ TRUSS TYPE HORIZ.

REINF. @ 16" O.C. VERT.

J-BEAD & CAULK

HOLD GYP. 1/2"

OFF FACE OF BLK.

5/8" GYP. BOARD

MTL STUD

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

A002

MASONRY WALL TYPICAL DETAILS

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

1" = 1'-0"

CMU CONTROL JOINT ISOMETRIC4

1/2" = 1'-0"

CMU CONTROL JOINT LOCATIONS1

1 1/2" = 1'-0"

CMU CONTROL JOINT DETAILS3

1 1/2" = 1'-0"

CMU INTERSECTION DETAILS2

ADDENDUM #1 09/09/2025

NOTE: CONTROL JOINT DETAILS

FOR NEW CONSTRUCTION

WALLS ONLY

A201

A201 4 A2012

9' - 4" 72' - 7 3/8" 15' - 2 3/4" 52' - 0 1/8"

91' - 2 1/8" 58' - 0 1/8"

149' - 2 1/4"

1817 SF

OCIE

LOCKER

ROOM

140 SF

SCULLERY

325 SF

FOOD

PREP

216 SF

VEST.

441 SF

MECH.

1082 SF

UNIT

STORAGE

192 SF

OFFICE

597 SF

ADMINISTRATION

VAULT

94 SF

FACILITY

STORAGE

119 SF

WOMEN'S

257 SF

MEN'S

386 SF

CLASSROOM

270 SF

LIBRARY/

CLASSROOM

121236 SF

LEARNING

CENTER

85 SF

IT ROOM

99 SF

FLAMMABLE

STOR.

79 SF

LACTATION

5407 SF

ASSEMBLY

HALL

731 SF

STORAGE

219 SF

MECH.

138 SF

FOOD

STORAGE

53 SF

CLOS.

723 SF

LOBBY

23 SF

JAN.

406 SF

CLASSROOM

A102

28 SF

SHOWER/

DRYING

116A

115 SF

SHOWER/

DRYING

117A

149' - 2 1/4"

91 SF

VEST.

40 SF

CLOS.

126A

125C

125B

101D

122 121 120 119 118

117A 116

117B

125D

101B

101C

126B

101A

78 SINGLE TIER

LOCKERS

NEW OPERABLE

ACCORDION

PARTITION WALL

A102

AB A AAAA A AA AA A B BB B

CMU-1

12' - 3 1/2" 18' - 8 5/8" 40' - 7" 16' - 3" 37' - 4" 12' - 7 5/8"

14' - 3"

101' - 0" 16' - 3 1/4" 17' - 10 1/2" 12' - 0"

9' - 2 1/4" 12' - 8" 21' - 5 3/4" 12' - 0"

79' - 0" 10' - 1 5/8"

6' - 0"

4' - 5 7/8" 12' - 0"

9' - 10 1/4"

NEW 5'-0" X 5'-0"

CONCRETE STOOP

INFILL LOUVER OPENING

W/ LIKE KIND BLOCK

INFILL EXISTING

DOOR OPENING

W/ LIKE KIND

BLOCK

126C

1' - 4"

TWO (2) NEW 9'-0" X 11'-0"

STORAGE CAGING

TWO (2) NEW 8'-0" X

11'-0" STORAGE CAGING FIRE RATING: 00 MIN. SOUND RATING:STC 00

ROOF OR FLOOR DECK

STEEL JOIST TOP

CHORD (BEYOND)

WALL BRACE ANGLES (BOTH

SIDES) & PLATE @ 4'-0" O.C.,

REF. STRUCTURAL DWGS.

4" CONC. BLK. - REFER TO

STRUCT. DWGS FOR

HORIZ. AND VERT. REINF.

1/4" 3 5/8" 1/4"

THIS TYPE OCCURS AS INFILL OF EXISTING OPENINGS

FINISH FLOOR PER

SCHEDULE

REFER TO FINISH

SCHEDULE FOR RESINOUS

COVE BASE LOCATIONS

CERAMIC TILE WHERE

NOTED

CEILING - SEE FINISH

SCHEDULE FOR

LOCATIONS. IF NOT

PRESENT TAKE

DRYWALL TO DECK

FIRE RATING: 00 MIN. SOUND RATING:STC 00

8" CONC. BLK. - REFER TO

STRUCT. DWGS FOR HORIZ.

AND VERT. REINF.

7/8" 7 5/8" 7/8"

CERAMIC TILE

BASE

THIS TYPE OCCURS AS INFILL OF EXISTING OPENINGS

CERAMIC TILE

WHERE NOTED

CEILING - SEE FINISH

SCHEDULE FOR

LOCATIONS. IF NOT

PRESENT TAKE

DRYWALL TO DECK

FINISH FLOOR

PER SCHEDULE

FIRE RATING: 00 MIN. SOUND RATING:STC 00

ROOF OR FLOOR DECK

STEEL JOIST TOP

CHORD (BEYOND)

WALL BRACE ANGLES

(BOTH SIDES) & PLATE @

4'-0" O.C., REF.

STRUCTURAL DWGS.

8" CONC. BLK. - REFER TO

STRUCT. DWGS FOR

HORIZ. AND VERT. REINF.

1/4" 5 5/8"

THIS TYPE OCCURS AS INFILL OF EXISTING OPENINGS

FINISH FLOOR PER

SCHEDULE

REFER TO FINISH

SCHEDULE FOR RESINOUS

COVE BASE LOCATIONS

CERAMIC TILE WHERE

NOTED

CEILING - SEE FINISH

SCHEDULE FOR

LOCATIONS. IF NOT

PRESENT TAKE

DRYWALL TO DECK

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

A101

OVERALL FLOOR PLAN

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

1" = 1'-0"

CMU-1 WALL TYPE

1" = 1'-0"

CMU-3 WALL TYPE

1/8" = 1'-0"

FLOOR PLAN1

1" = 1'-0"

CMU-2 WALL TYPE

U.C.

REFRI

6' - 2" 1' - 8" 2' - 3 5/8" 1' - 9" 3' - 7 3/8" 2' - 10 7/8" 2' - 8" 2' - 8 7/8" 2' - 5 1/2" 2' - 2 1/8" 1' - 3 5/8" 9' - 11 1/2"

/8 ø 5' - 0"

117B

117A 116

A103 2

A103 3

A102

MEN'S

SHOWER/

DRYING

117A

SHOWER/

DRYING

116A

WOMEN'S

3' - 2" 2' - 8" 2' - 8" 2' - 9" 2' - 2" 2' - 2" 10' - 2 1/8"

CMU-3

CMU-3CMU-2

CMU-2

CMU-1

2' - 1 3/8" 3' - 5" 3' - 11 5/8" 3' - 6"

INSTALL ONE(1) URINAL @

ADA ACCESSIBLE HEIGHT

11 11

NOTE: NEW CERAMIC TILE ON ALL CMU WALLS IN MEN'S

AND WOMEN'S WASHROOM & SHOWER/DRYING ROOMS

FIELD VERIFY

39' - 8 3/8" 1' - 8 3/8"

FIELD VERIFY

12' - 0 3/8"

FIELD VERIFY

3' - 0"

NEW 48"L X 12"W X 18"H

BENCH

0' - 4"

NEW 24"L X 12"W X 18"H

BENCH

6' - 2 3/8" 1' - 6 3/4" 2' - 11 3/8" 3' - 1 5/8" 1' - 6"

CMU-1

CMU-2

0' - 4 1/2"0' - 4 1/2"

CMU-3 TO EXTEND

ONE BLOCK

ABOVE CEILING

HEIGHT

9' - 3 1/4"

8' - 0"

LACTATION

A102

(N.I.C.)

0' - 4"

MARK

TOILET ACCESSORIES

DESCRIPTION

NOTES:

REFER TO G-002 & G-003 FOR ADA REQUIREMENTS.

SANITARY NAPKIN DISPOSAL - SURFACE MOUNTED

TOILET PAPER DISPENSER - SURFACE MOUNTED

GRAB BAR 42" X 1-1/4" O.D.

SOAP DISPENSER - SURFACED MOUNTED

MIRROR - 24"X 36"

SHOWER ROD AND CURTAIN

ADA SHOWER BENCH

SHOWER TEMP VALVE

SHOWER HEAD

ADA SHOWER HEAD

TOILET DOOR HOOK

MOUNTING HEIGHTS COMMENTS

OPENING @ 34" A.F.F. UNLESS ADA STALL @ 20" A.F.F.

BOTTOM OF ROLL @ 20" A.F.F. UNLESS ADA STALL @ 19" A.F.F.

34" A.F.F. IN ADA RESTROOM STALLS

BOTTOM @ 42" A.F.F.

BOTTOM EDGE @ 40" A.F.F.

80" A.F.F.

17" A.F.F.

45" A.F.F.

80" A.F.F.

45" A.F.F.

60" A.F.F. UNLESS ADA STALL @ 48" A.F.F.

OWNER PROVIDED; CONTRACTOR INSTALLED

ADA SHOWER HEAD; SEE 5/A-103

12 PAPER TOWEL DISPENSER 48" A.F.F. OWNER PROVIDED; CONTRACTOR INSTALLED

8' - 0"

B.O. CEILING

0' - 0"

FINISH FLOOR

7' - 9 1/8"2' - 11 3/8"1' - 3 1/8"3' - 4 1/2"

1 3

PLUMBING CHASE

ACCESS DOOR;

SEE MECHANICAL

A102

Sim

8' - 0"

B.O. CEILING

0' - 0"

FINISH FLOOR

11' - 0 3/8"

5 5

PLUMBING CHASE

ACCESS DOOR;

SEE MECHANICAL

12 12

2' - 6" 1' - 9 1/4"

8' - 0"

B.O. CEILING

0' - 0"

FINISH FLOOR

NEW 24"L X 12"W

X 18"H BENCH

A102

Sim

8' - 0"

B.O. CEILING

0' - 0"

FINISH FLOOR

UNDER COUNTER

REFRIGERATOR

(N.I.C.)

A102

Sim

4' - 0" 1' - 8" 2' - 4"

2'-0"

SOLID-SURFACE

COUNTERTOP, FRONT

AND SIDE APRONS AND

BACKSPLASH

LAMINATED REMOVABLE

PLUMBING ACCESS

PANEL

WOOD BLOCKING AS REQ'D.

NOTE:

VERIFY ALL PLUMBING,

FINISHES AND

HARDWARE PRIOR TO

FABRICATION

0' - 9" 0' - 6" 0' - 9"

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

A102

ENLARGED RESTROOM PLANS & ELEVATIONS

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

1/2" = 1'-0"

ENLARGED RESTROOM PLAN1

1/2" = 1'-0"

ENLARGED LACTATION PLAN2

3/8" = 1'-0"

WOMEN'S RESTROOM ELEVATION3 3/8" = 1'-0"

WOMEN'S RESTROOM ELEVATION4

3/8" = 1'-0"

WOMEN'S RESTROOM ELEVATION5 3/8" = 1'-0"

LACTATION ELEVATION6

3/4" = 1'-0"

ADA SINK ACCESS7

OCIE

LOCKER

ROOM

MECH.

ASSEMBLY

HALL

MEN'S

LACTATION

FLAMMABLE

STOR.

LOBBY

CLASSROOM

119LIBRARY/

CLASSROOM

IT ROOM

LEARNING

CENTER

ADMINISTRATION

CLOS.

JAN.

FACILITY

STORAGE

VAULT

UNIT

STORAGE

OFFICE

CLOS.

MECH.

VEST.

FOOD

STORAGE

FOOD

PREP

SCULLERY

STORAGE

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0" A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0" A.F.F

ACT

8' - 0"

A.F.F

ACT

8' - 0"

A.F.F

GYP

8' - 0" A.F.F

ACT

8' - 0"

WOMEN'S

VEST.

A.F.F

ACT

8' - 0" A.F.F

GYP

8' - 0"

EXISTING

CONCRETE

CEILING

EXISTING

CONCRETE

CEILING

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

SHOWER/

DRYING

117A

SHOWER/

DRYING

116A

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

A121

REFLECTED CEILING PLAN

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

LEGEND:

ACT: ACOUSTIC CEILING TILE

GYP: GYPSUM CEILING

1/8" = 1'-0"

REFLECTED CEILING PLAN1

FINISH FLOOR

0' - 0"

LOCKER ROOM

FLOOR

4' - 0"

ADD/ALTERNATE 1

PRESSURE WASH METAL TRIM CAP;

TIGHTEN/REPLACE LOOSE OR MISSING

SCREWS; PAINT TO MATCH EXISTING;

CAULK ALL SEAMS

ADD/ALTERNATE 1

MASONRY RE-POINTING;

SEE ALLOWANCE. CLEAN &

SEAL ALL EXTERIOR BRICK

FINISH FLOOR

0' - 0"

LOCKER ROOM

FLOOR

4' - 0"

NEW PAINTED HOLLOW MTL.

DOOR AND FRAME; TYP.

NEW PAINTED HOLLOW MTL.

DOOR AND FRAME; TYP.

NEW INSULATED BLAST-

RESISTANT ALUMINUM

WINDOW ASSEMBLY; TYP.

ADD/ALTERNATE 1

PRESSURE WASH METAL TRIM CAP;

TIGHTEN/REPLACE LOOSE OR MISSING

SCREWS; PAINT TO MATCH EXISTING;

CAULK ALL SEAMS

ADD/ALTERNATE 1

MASONRY RE-POINTING;

SEE ALLOWANCE. CLEAN &

SEAL ALL EXTERIOR BRICK

FINISH FLOOR

0' - 0"

LOCKER ROOM

FLOOR

4' - 0"

NEW INSULATED BLAST-

RESISTANT ALUMINUM

WINDOW ASSEMBLIES; TYP.

NEW INSULATED BLAST-

RESISTANT ALUMINUM

WINDOW ASSEMBLIES; TYP.

NEW INSULATED BLAST-

RESISTANT ALUMINUM

STOREFRONT ASSEMBLY; TYP.

NEW INSUL ALUMINUM

WINDOW ASSEMBLIES; TYP.

NEW INSUL ALUMINUM

WINDOW ASSEMBLIES; TYP.

ADD/ALTERNATE 1

PRESSURE WASH METAL TRIM CAP;

TIGHTEN/REPLACE LOOSE OR

MISSING SCREWS; PAINT TO MATCH

EXISTING; CAULK ALL SEAMS

A A A

B B B B B

AAA

A A A

A A A A AAA

A A

AAAAA

AAA

NOTE: CLERESTORY WINDOWS

TO HAVE LAMINATED GLASS BUT

NOT BLAST-RESISTANT FRAMES

ADD/ALTERNATE 1

PRESSURE WASH METAL TRIM CAP;

TIGHTEN/REPLACE LOOSE OR MISSING

SCREWS; PAINT TO MATCH EXISTING;

CAULK ALL SEAMS

ADD/ALTERNATE 1

MASONRY RE-POINTING; SEE

ALLOWANCE. CLEAN & SEAL ALL

EXTERIOR BRICK

ADD/ALTERNATE 1

MASONRY RE-POINTING; SEE

ALLOWANCE. CLEAN & SEAL

ALL EXTERIOR BRICK

FINISH FLOOR

0' - 0"

LOCKER ROOM

FLOOR

4' - 0"

TOOTH IN NEW BRICK VENEER

ON CMU IN EXISTING LOUVER

OPENING

NEW PAINTED HOLLOW MTL.

DOOR AND FRAME; TYP.

NEW PAINTED HOLLOW MTL.

DOOR AND FRAME; TYP.

NEW 16'-0"(W) X 14'-0"(H)

O.H. SECTIONAL DOOR

ADD/ALTERNATE 1

PRESSURE WASH METAL TRIM CAP;

TIGHTEN/REPLACE LOOSE OR MISSING

SCREWS; PAINT TO MATCH EXISTING;

CAULK ALL SEAMS

ADD/ALTERNATE 1

MASONRY RE-POINTING; SEE

ALLOWANCE. CLEAN & SEAL ALL

EXTERIOR BRICK

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

A201

EXTERIOR ELEVATIONS

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

1/8" = 1'-0"

NORTH ELEVATION1

1/8" = 1'-0"

EAST ELEVATION2

1/8" = 1'-0"

SOUTH ELEVATION3

1/8" = 1'-0"

WEST ELEVATION4

NOTE: ALL DOORS & WINDOWS TO

BE REPLACED. NEW BLAST-

RESISTANT STOREFRONT &

WINDOWS TO BE INSULATED

S E

E S

C H

E D

U L E

SEE SCHEDULE

F N

GLAZING (SEE

SCHEDULE)

SEE SCHEDULE

S E

E S

C H

E D

U L E

DOOR TYPE

(SEE SCHEDULE)

NOTE:

PROVIDE FIRE

RATED GLASS @

FIRE RATED DOORS

DOOR TYPE

(SEE SCHEDULE)

0' - 4"

NOTE:

PROVIDE INSULATED HOLLOW METAL

DOORS @ EXTERNAL LOCATIONS

DOOR TYPES

SEE SCHEDULE

S E

E S

C H

E D

U L E

DOOR TYPE

(SEE

SCHEDULE)

GLAZING

(SEE

SCHEDULE)

SEE SCHEDULE

OVERHEAD

SECTIONAL DOOR

FULL GLASS

DOOR

NARROW LITE

DOOR

FULL PANEL

DOOR

0' - 2"

SCHEDULE

SEE 0' - 2"

S E

E S

C H

E D

U L

E PAINTED

HOLLOW

METAL

FRAME

FRAME TYPES

SEE SCHEDULE

0' - 2"

SCHEDULE

SEE 0' - 2"

S E

E S

C H

E D

U L

E THERMALLY

BROKEN

ALUMINUM

FRAME

H.M. DOOR

"TEE" DOOR ANCHORS

3 PER JAMB

FILL CORES SOLID W/

CONCRETE TYP. @

DOOR JAMBS

H.M. DOOR JAMB

8" CMU WALL W/

HORIZONTAL REINF.

@ 16" O.C. TYP.

JAMB

WITH DOOR CLOSERS

OF ALL H.M. FRAMES

PROVIDE REINFORCING

NOTE:

PLATE IN HEAD

HEAD

H.M. DOOR HEAD

8" CMU WALL W/

HORIZONTAL REINF.

@ 16" O.C. TYP.

8" CONC. BOND BEAM W/ (2) - #5

BARS. SEE STR. DWGS. BOND

BEAM SHALL BE FILLED SOLID

W/ CONC. AND SHALL HAVE 8"

MIN. BEARING AT EACH SIDE OF

OPENING.

NEW LINTEL @ NON-RECESSED

EXTERIOR DOORS, SEE STRUC.

1' - 0 1/4"

EXISTING BLOCK

H.M. DOOR HEAD

H.M. DOOR

"TEE" DOOR

ANCHORS

3 PER JAMB

FILL CORES SOLID

CONCRETE TYP. @

DOOR JAMBS

H.M. DOOR JAMB

8" CMU WALL W/

HORIZONTAL REINF.

@ 16" O.C. TYP.

JAMB

HEAD

WITH DOOR CLOSERS

OF ALL H.M. FRAMES

PROVIDE REINFORCING

NOTE:

PLATE IN HEAD

0' - 5 3/4"

0' - 7 5/8"

0' - 5 3/4"

0' - 7 5/8"

0' - 5 3/4"

0' - 7 5/8"

0' - 5 3/4"

0' - 7 5/8"

FINISH FLOOR

CONT. EXTRUDED ALUM.

THRESHOLD TO SET ON

CONT. BEAD SEALANT

DOOR, SEE SCHEDULE

SEAL, SEE HARDWARE

SCHEDULE

FINISH FLOOR

DOOR, SEE SCHEDULE

SEAL/SWEEP (WHERE

APPLICABLE), SEE

HARDWARE SCHEDULE

CONT. EXTRUDED ALUM.

THRESHOLD W/ THERMAL

BREAK. SILL FLASH

TO SET ON CONT. BEAD SEALANT

DOOR, SEE SCHEDULE

THERMAL SEAL, SEE

HARDWARE SCHEDULE

FIN

FLOOR

EXTERIOR

CONC. PAD

EXTERIOR FLEXIBLE

JOINT COMPOUND

0' - 0 1/2"

BACKER ROD

SLOPE

DN.1

M A

FINISH FLOOR

0' - 0"

4' - 5 3/8"0' - 2"6' - 0"0' - 2"4' - 5 3/8"

A602

COMMONWEALTH

R E D

TKY

E C

EST

No.

T U

I C H T

DY S. N

M A

R A

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

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

DESCRIPTION OF REVISION DATE

A601

DOOR & FINISH SCHEDULES

DMA - WILLIAMSBURG RC INTERIOR REPAIRS

095-CCOX-WI08-00

202505

08/15/2025

RSN

RTA

08/15/25

6" = 1'-0"

SILL DTL - FLUSH THRESHOLD4

1 1/2" = 1'-0"

DOOR DETAIL @ CMU & BRICK1 1 1/2" = 1'-0"

DOOR DETAIL @ CMU INTERIOR2

6" = 1'-0"

SILL DTL - EXT GRADE3

DOOR LEGEND:

HM HOLLOW METAL

WD WOOD

ALUM ALUMINUM

PRE-FIN PRE-FINISHED

SF SAFETY

STL STEEL

INSUL INSULATED

FINISH SCHEDULE

NUMBER NAME FLOOR FINISH BASE FINISH

WALL CEILING

COMMENTSNORTH EAST SOUTH WEST HEIGHT FINISH

100 VEST. RF-1 RB PT-1 PT-1 PT-1 PT-1 8' - 0" ACT

101 LOBBY RF-1 RB PT-1 PT-1 PT-1 PT-1 8' - 0" ACT

102 ADMINISTRATION CPT RB PT-1 PT-2 PT-1 PT-1 8' - 0" ACT

103 CLOS. CPT RB PT-1 PT-1 PT-1 PT-1 8' - 0" ACT

104 OFFICE CPT RB PT-1 PT-2 PT-1 PT-1 8' - 0" ACT

105 CLOS. CPT RB PT-1 PT-1 PT-1 PT-1 8' - 0" ACT

106 MECH. - - PT-1 PT-1 PT-1 PT-1 - EXP

107 UNIT STORAGE PC RB PT-1 PT-1 PT-1 PT-1 8' - 0" EXP PAINT EXPOSED STRUCTURE

108 VAULT PC - PT-1 PT-1 PT-1 PT-1 - - PAINT CEILING

109 FACILITY STORAGE - - PT-1 PT-1 PT-1 PT-1 - EXP

110 JAN. RF-2 RF-2 - - - - - EXP

111 FOOD PREP RF-2 RF-2 - - - - 8' - 0" ACT

112 SCULLERY RF-2 RF-2 - - - - 8' - 0" ACT

113 FOOD STORAGE RF-2 RF-2 - - - - 8' - 0" ACT

114 VEST. RF-2 RF-2 PT-1 PT-1 PT-1 PT-1 8' - 0" ACT

115 STORAGE PC RB PT-1 PT-1 PT-1 PT-1 8' - 0" ACT PAINT EXPOSED STRUCTURE

116 WOMEN'S RF-2 RF-2 CT CT CT CT 8' - 0" ACT

116A SHOWER/ DRYING RF-2 RF-2 CT CT CT CT 8' - 0" GYP

117 MEN'S RF-2 RF-2 CT CT CT CT 8' - 0" ACT

117A SHOWER/ DRYING RF-2 RF-2 CT CT CT CT 8' - 0" GYP

118 CLASSROOM CPT RB PT-1 PT-2 PT-1 PT-1 8' - 0" ACT

119 CLASSROOM CPT RB PT-1 PT-1 PT-1 PT-2 8' - 0" ACT

120 IT ROOM PC RB PT-1 PT-1 PT-1 PT-1 - EXP

121 LIBRARY/ CLASSROOM CPT RB PT-1 PT-2 PT-1 PT-1 8' - 0" ACT

122 LEARNING CENTER CPT RB PT-1 PT-1 PT-1 PT-2 8' - 0" ACT

123 FLAMMABLE STOR. - - - - - - - - NO WORK IN THIS ROOM

124 LACTATION CPT RB PT-1 PT-1 PT-1 PT-1 8' - 0" ACT

125 ASSEMBLY HALL PC RB PT-1 PT-1 PT-1 PT-1 - EXP PAINT EXPOSED STRUCTURE

126 OCIE LOCKER ROOM PC RB PT-1 PT-1 PT-1 PT-1 - EXP PAINT CONCRETE CEILING

127 MECH. - - PT-1 PT-1 PT-1 PT-1 - EXP PAINT CONCRETE CEILING

Door Schedule

MARK WIDTH HEIGHT THICKNESS

DOOR FRAME FIRE

RATING

HARDWARE

SET COMMENTSTYPE MATERIAL FINISH GLASS TYPE TYPE MATERIAL FINISH

100 6' - 0" 7' - 2" 0' - 1 3/4" FG ALUM PRE-FIN INSUL/SF 3 ALUM PRE-FIN - - BLAST RESISTANT ALUMINUM STOREFRONT SYSTEM

101A 6' - 0" 7' - 2" 0' - 1 3/4" FG ALUM PRE-FIN SF 3 ALUM PRE-FIN - -

101B 3' - 0" 6' - 8" 0' - 1 3/4" N HM PAINT SF - - PAINT - 02

101C 6' - 0" 6' - 8" 0' - 1 3/4" N HM PAINT SF - - PAINT - 07

101D 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 01

102 3' - 0" 6' - 8" 0' - 1 3/4" F WD STAIN - - - PAINT - 05

103 6' - 0" 6' - 8" 0' - 1 3/4" F WD STAIN - - - PAINT - 10

104 3' - 0" 6' - 8" 0' - 1 3/4" N WD STAIN SF - - PAINT - 02

105 6' - 0" 6' - 8" 0' - 1 3/4" F WD STAIN - - - PAINT - 10

106 6' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 11

107 5' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 14 FIELD VERIFY WIDTH

109 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 12

110 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 12

111 3' - 6" 6' - 8" 0' - 1 3/4" N HM PAINT SF - - PAINT - 09 FIELD VERIFY WIDTH

113 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 12

114 3' - 6" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 01 FIELD VERIFY WIDTH

115 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 05

116 3' - 0" 6' - 8" 0' - 1 3/4" F WD STAIN - - - PAINT 20 MIN. 03

117A 3' - 0" 6' - 8" 0' - 1 3/4" F WD STAIN - - - PAINT 20 MIN. 03

117B 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 03

118 3' - 0" 6' - 8" 0' - 1 3/4" N WD STAIN SF - - PAINT 20 MIN. 08

119 3' - 0" 6' - 8" 0' - 1 3/4" N WD STAIN SF - - PAINT 20 MIN. 08

120 3' - 0" 6' - 8" 0' - 1 3/4" F WD STAIN - - - PAINT 20 MIN. 12

121 3' - 0" 6' - 8" 0' - 1 3/4" N WD STAIN SF - - PAINT 20 MIN. 08

122 3' - 0" 6' - 8" 0' - 1 3/4" N WD STAIN SF - - PAINT 20 MIN. 08

123 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 13

124 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - 1 HM PAINT - 04

125A 16' - 0" 14' - 0" 0' - 1 1/2" OS STL PAINT - - - PAINT - -

125B 7' - 4" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 06 FIELD VERIFY WIDTH

125C 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 01

125D 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 05

126A 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 05

126B 3' - 0" 6' - 8" 0' - 1 3/4" F HM PAINT - - - PAINT - 05

126C 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - 2 HM PAINT - 01

127 6' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT - - - PAINT - 11

FINISH LEGEND

FLOOR: WALLS: CEILINGS:

PC POLISHED CONCRETE PT-1 PAINT ACT 2X2 ACOUSTIC CEILING TILE

RF-1 RESINOUS FLOORING PT-2 PAINT GYP GYPSUM CEILING

RF-2 RESINOUS FLOORING - TEXTURED CT CERAMIC TILE EXP EXPOSED STRUCTURE

CPT CARPET FLOORING

RB RUBBER BASE

TYPICAL SLAB

PATCHING DETAIL

(2)-#5 BARS

CONT.

4" CONC. SLAB

8" CMU W/#5 BARS @

48"o.c. FULL WALL HT.

FILL EVERY CELL WITH

CONC. GROUT

#5 DOWELS x4'-6" LONG @ 48"o.c.

EL.=100'-0"

4" 4"

2' - 0" #4 BARS @ 12"o.c.

SECTION

S-101

TYPICAL THICKENED

SLAB DETAIL

e p

:2 p m

B y:

st a ti o n

DRAWING NO.

AS BUILT DATE

DECA LOG #

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

DMA - WILLIAMSBURG RC INTERIOR REPAIR

ACCOUNT NO.

095-CCOX-WI08-00

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

A & E FILE NO.

08/15/2025

DRAWING INFORMATION

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

08/15/2025

RTA

AFH

LEXINGTON OFFICE

1204 Winchester Rd

Suite 200 Lexington, KY 40505 t: 859.303.5708Newman Nieman Daukas

SOMERSET OFFICE

3150 HWY 2227

Somerset, KY 42503 t: 606.219.6369 www.n3dgroup.comCONSULTING ENGINEERS

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

LEXINGTON, KY 40514

SYMBOLS, ABBREVIATIONS, AND DETAILS

E001STAFF

SYMBOLS - ELECTRICAL

SYMBOL DESCRIPTION

LIGHT SWITCH - 3: 3-WAY, 4: 4-WAY, K: KEYED, OS:

OCCUPANCY SENSOR, D: DIMMING, MS: MOTOR

STARTER, LV: LOW VOLTAGE W/ PRESETS, W:

WIRELESS, P: PILOT LIGHT

LIGHT FIXTURE

EMERGENCY LIGHT FIXTURE

EMERGENCY WALL MOUNT FIXTURE

EXIT SIGN, SINGLE AND DOUBLE FACE

CEILING MOUNTED OCCUPANCY SENSOR

LINE VOLTAGE POWER PACK.

LIGHT FIXTURE TAG

LIGHTING CONTROL CIRCUIT

SINGLE RECEPTACLE

DUPLEX RECEPTACLE

USB/DUPLEX RECEPTACLE

QUAD RECEPTACLE

JUNCTION BOX

PANELBOARD - FLUSH MOUNTED

PANELBOARD - SURFACE MOUNTED

SAFETY SWITCH

WIRE SYMBOL - SHORT: HOT, LONG: NEUTRAL,

DASHED: GROUND

CIRCUIT HOME RUN

HOME RUN TAG - XX: PANEL NAME, -XX: CIRCUIT

NUMBER

COMM. JACK - X: # TERMINATIONS, -X: TYPE - D:

DATA, T: TELEPHONE, C: CABLE, V: VOICE, TV:

TELEVISION, AV: AUDIO/VIDEO. PROVIDE "X"

NUMBER OF CATEGORY CABLE TO MDF/IDF.

TERMINATE ON BOTH ENDS.

CEILING MOUNTED COMMUNICATIONS JACK.

PROVIDE "X" NUMBER OF CATEGORY CABLE TO

MDF/IDF. TERMINATE ON BOTH ENDS.

DATA OUTLET FOR WIRELESS ACCESS POINT (WAP)

PROVIDE CATEGORY CABLE TO MDF/IDF.

TERMINATE ON BOTH ENDS.

CABLE TRAY

FIRE ALARM HORN / STROBE

FIRE ALARM STROBE

FIRE ALARM PULL STATION

FIRE ALARM SMOKE DETECTOR

FIRE ALARM DUCT SMOKE DETECTOR

REMOTE TEST STATION

2" CONDUIT STUB THROUGH WALL FOR CABLING

PATHWAY - PROVIDE PLASTIC BUSHING ON EACH

END

XX-XX

X-X

LF-XX

ABBREVIATIONS - ELECTRICAL

A AMPS

AFCI (AFI) ARC FAULT CIRCUIT INTERRUPT

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

BKR BREAKER

C CONDUIT

CKT CIRCUIT

CP CONTROL PANEL

EA EACH

ELEC ELECTRICAL

EM EMERGENCY

EX / EXIST EXISTING

FA FIRE ALARM

FLA FULL LOAD AMPS

GFCI (GFI) GROUND FAULT CIRCUIT INTERRUPT

GND (G) GROUND

I/O INPUT / OUTPUT

KW KILOWATTS

LCK LOCKABLE

MCB MAIN CIRCUIT BREAKER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MLO MAIN LUGS ONLY

MTS MANUAL TRANSFER SWITCH

N NEUTRAL

PA PUBLIC ADDRESS

PH / Ø PHASE

PNL PANEL

SCCR SHORT CIRCUIT CURRENT RATING

SF SQUARE FOOT

SPD SURGE PROTECTIVE DEVICE

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER

TYP TYPICAL

UG UNDERGROUND

V VOLTS

VA VOLT AMPERES

W WIRE

WG WIRE GUARD

WP WEATHER PROOF

MOUNTING HEIGHTS - ELECTRICAL

COMPONENT TYPE ABOVE FINISHED

FLOOR HEIGHT COMMENTS

LIGHT SWITCH 4'-0" (48") TOP OF DEVICE BOX

WALL MOUNTED EXIT SIGNS 8'-0" (96") MAX TOP OF FIXTURE 2" BELOW CEILING

EMERGENCY DUAL HEAD LIGHT 8'-0" (96") MAX TOP OF FIXTURE 2" BELOW CEILING

RECEPTACLE 1'-4" (16") BOTTOM OF BOX - UNLESS NOTED OTHERWISE

ABOVE CASEWORK RECEPTACLE 3'-8" (42") BOTTOM OF BOX, COORDINATE WITH ARCH

SCOREBOARD RECEPTACLE SEE ARCHITECTURAL INSTALL CONCEALED BEHIND SCOREBOARD

THERMOSTATS 4'-0" (48") TOP OF DEVICE BOX

TOP OF PANELBOARD / CONTROL PANELS 6'-6" (78") MAXIMUM (EXCEPT FOR HANDICAPPED AREAS)

TOP OF LOCAL DISCONNECT SWITCH 6'-0" (72") MAXIMUM

DATA / TELEPHONE JACK 1'-4" (16") BOTTOM OF BOX - UNLESS NOTED OTHERWISE

FIRE ALARM PULL STATION 4'-0" (48") TOP OF DEVICE BOX

FIRE ALARM HORN / STROBE 6'-8" (80") OR 6" BELOW

CEILING BOTTOM OF BOX - OR WHICHEVER IS LOWER

NOT TO SCALE

LIGHTING CONFLICT DETAIL

DUCT WORK OR OTHER

CEILING OBSTRUCTION

ALL THREAD ROD,

SECURE TO

STRUCTURE

UNISTRUT

4"x4" DEVICE

BOX

LIGHT

FIXTURE

FIXTURE SUPPORT.

CONDUIT-EMT

(TYPICAL).

RECESSED FIXTURE

(TYPICAL).

MAXIMUM LENGTH 72"

CONDUIT FIXTURE WHIP.

FLEXIBLE METAL

(TYPICAL).

SUSPENDED

CEILING.

JUNCTION BOX (TYPICAL).

NOT TO SCALE

TYPICAL LIGHT FIXTURE INSTALLATION DETAIL

· FOR LINEAR TROFFER: MINIMUM TWO #10 AWG GALVANIZED STEEL WIRES

AT DIAGONAL CORNERS OF FIXTURE DIRECTLY FROM STRUCTURE.

· FOR DOWNLIGHTS: MINIMUM ONE #10 AWG GALVANIZED STEEL WIRE FROM

STRUCTURE.

STRUCTURAL CEILING.

OR BAR JOIST

NOT TO SCALE

RECEPTACLE PLATE CIRCUIT LABEL DETAIL

PROVIDE CIRCUIT

LABEL ON BACKSIDE

OF RECEPTACLE PLATE

PANEL _ - ___

EXAMPLE: "PANEL C - 24"

"PANEL LETTER" - "BREAKER NUMBER"

NEUTRAL BUS

EQUIP. GRND. BUS

NEC 250.66

NEUTRAL

FEEDERS

METAL FRAME OF

BUILDING OR

STRUCTURE

NEC(250.52(A)(2)

SERVICE EQUIPMENT ENCLOSURE

(PANELBOARD, MAIN SWITCHBOARD

OR SWITCHGEAR)

MAIN BONDING JUMPER,

PER NEC 250.28 (D) (1) - (D)

(3) INSTALLED AT FACTORY

EQUIPMENT GROUNDING

CONDUCTOR NEC

250.122 TABLE

INTERSYSTEM

BONDING

TERMINATIONS

NEC 250.94

#6 BARE CU. (UNO.)

250.94(2)

EQUIP. BONDING

JUMPER PER NEC

250.102(C) OR

INSTALLED AT

FACTORY

EQUIP. GROUND.

CONDUCTOR NEC

TABLE 250.122

EQUIP.

GRND.

BUS

PANELBOARD OR

DISTRIBUTION

PANELBOARD

EQUIPMENT

GROUNDING

CONDUCTORS

BONDED TO BOX

JUNCTION/PULL

BOXES

ELECTRICAL SYSTEM GROUNDING DETAIL

NOT TO SCALE

TMGB

NOT TO SCALE

CONDUIT SLEEVE DETAIL

CROSS

SECTION

OF WALL

CABLE TRAY, SLEEVES OR CONDUIT THAT

ENTER COMMUNICATIONS ROOM SHALL BE

PROPERLY SIZED AND FIRESTOPPED, SEE

DETAIL. CONDUITS SHALL BE OF CORRECT

NUMBER TO PROVIDE CORRECT CAPACITY

AND HAVE BUSHINGS. ALL SHALL BE

PROPERLY GROUNDED.

ADDENDUM #1

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e p

:3 p m

B y:

st a ti o n

DRAWING NO.

AS BUILT DATE

DECA LOG #

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

DMA - WILLIAMSBURG RC INTERIOR REPAIR

ACCOUNT NO.

095-CCOX-WI08-00

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

A & E FILE NO.

08/15/2025

DRAWING INFORMATION

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

08/15/2025

RTA

AFH

LEXINGTON OFFICE

1204 Winchester Rd

Suite 200 Lexington, KY 40505 t: 859.303.5708Newman Nieman Daukas

SOMERSET OFFICE

3150 HWY 2227

Somerset, KY 42503 t: 606.219.6369 www.n3dgroup.comCONSULTING ENGINEERS

KESLER SIMPSON ARCHITECTS, LLC

3728 WILLOW RIDGE RD

LEXINGTON, KY 40514

DETAILS AND SCHEDULES

E002STAFF

101-1

NOT TO SCALE

DATA OUTLET LABELING DETAIL

LABEL TO INDICATE

COMMUNICATIONS ROOM #,

RACK NUMBER (EXAMPLE 101)

LABEL ALL JACKS WITH

RACK, PANEL, PORT

(EXAMPLE 2-A-47) RACK 1,

PANEL A, PORT 02

PROVIDE BLANK INSERTS

FOR UNUSED PORTS

1-A-021-A-01

1-A-03

TELECOMMUNICATIONS MAIN

GROUNDING BUSBAR

TELECOMMUNICATIONS

GROUNDING BUSBAR

COPPER GROUND BAR, 1/4 "x4"x10" (20") PER SPECIFICATIONS

ISOLATED GROUNDING BUSBAR.

5/8 " LOCK WASHERS

WALL MOUNTING BRACKET

5/8-11 x 1" H.H.C.S. BOLTS, NOT TO SCALE

GROUNDING BAR DETAIL

IP CAMERA AND WIRELESS ACCESS POINT WIRING DETAIL

WIRING SHALL BE TOTALLY PREPARED FOR DEVICE INSTALLATION

METAL CEILING WIRE

SECURED TO STRUCTURE

SECURE CONDUIT TO

CEILING WIRE

PLASTIC CONDUIT

BUSHING

10 FT SLACK DATA CABLE

COILED UP AND SECURED

WITH VELCRO STRAP

1" CONDUIT ROUTED FROM

J-HOOK OR CABLE TRAY

TERMINATE CABLE WITH

RJ45 CONNECTOR

SURFACE MOUNT BLOCK

JACK SECURE TO CEILING

WIRE

NOT TO SCALE

COMMUNICATIONS CONDUIT GROUNDING DETAIL

· DATA CONDUITS SHALL BE BONDED TO CABLE TRAY OR NEAREST

ELEMENT OF THE BUILDING GROUNDING SYSTEM.

LAY-IN CEILING

BUILDING STEEL, CONDUIT, OR

OTHER ELEMENTS CONNECTED

TO THE BUILDING GROUNDING

SYSTEM.

INSULATING

BUSHING

DATA JACK

CONDUITS

GROUNDING

JUMPER

CABLE TRAY

MOUNTING "L"

BRACKET

GROUNDING

JUMPER CABLE TRAY

NOT TO SCALE

VOICE/DATA SYSTEM EQUIPMENT RACK DETAIL

TYPICAL

WALL

OUTLET.

CAT6 JACKDATA SWITCHES,

OFOI

HORIZONTAL WIRE

MANAGEMENT WITH

COVER (5 PER RACK)

LABEL PATCH PANELS

ALPHABETICALLY.

FREE-STANDING

45RU, 4-POST

RACK 19 x 84

SPACE FOR

EQUIPMENT

SWITCHES,

SERVERS,

NVRS, ETC

CONCEAL CABLING WITHIN WALLS

AND CEILING. SHALL BE PROPERLY

SUPPORTED BY CONDUIT, CABLE

TRAY AND J-HOOKS.

MULTIPLE 4-PAIR CAT6 OR CAT6A (SEE ONE-LINE).

LENGTH SHALL NOT EXCEED 275' FROM PATCH

PANEL TO WORK AREA OUTLET

48 PORT HIGH

DENSITY QUICKPORT

TYPE PATCH PANELS.

PROVIDE PATCH

PANELS FOR TOTAL

NUMBER OF JACKS

FOR THIS PROJECT.

CABLES SHALL BE

ORGANIZED PER USE

(VOICE / DATA / ETC.)

AND COLOR CODE.

4-PORT

FACEPLATE

RACK PATCH CABLE NOTE:

PROVIDE PATCH CABLES FOR PATCH

PANEL EQUIPMENT FOR THE TOTAL

NUMBER OF JACKS. PATCH CABLES SHALL

BE 2 FT. IN LENGTH. PROVIDE 20% SPARE.

NOTE: (SHALL BE INSTALLED

BY TELECOMMUNICATIONS

CONTRACTOR)

SNAP-IN FACEPLATE

BLANKS. PROVIDE ONE

FOR EVERY UNUSED

FACEPLATE PORT

VERTICAL WIRE

MANAGEMENT

FIBER EQUIPMENT,

OFOI

SPACE FOR

EQUIPMENT

SWITCHES. PATCH

PANEL SHALL BE

MOUNTED DIRCETLY

ABOVE ASSOCIATED

SWITCH.

PROVIDE TELECOM

GROUNDING PER

SPEC AND N.E.C.

DEDICATED 20 AMP /120V

QUAD RECEPTACLES

(TYPICAL)

20A, 24 OUTLET

POWER STRIP WITH

SURGE PROTECTION

WORKSTATION PATCH CABLE NOTE:

PROVIDE PATCH CABLES FOR

WORKSTATIONS FOR THE TOTAL

NUMBER OF JACKS. PATCH CABLES

SHALL BE 10 FT. IN LENGTH.

PROVIDE 20% SPARE.

CABLES SHALL BE INSTALLED IN VERTICAL

WIRE MANAGEMENT SUCH AS WATERFALL

OR CONDUITS DOWN INTO RACK. MAX

BUNDLE SIZE - 24 CABLES.

T(M)GB

2 KVA UPS

REFER TO SPECIFICATIONS

TELECOM ROOM:

PROVIDE HALF-SIZE,

LAMINATED, FLOOR

PLAN OF ALL JACKS

WITH ASSOCIATED

LABELS.

OWNER

PROVIDED

NETWORK

EQUIPMENT

GROUNDING LUG

ABLE TO CONNECT

EQUIPMENT

BONDING TO

GROUNDING BUS

BAR

#6 AWG

CONDUCTOR FOR

EQUIPMENT

GROUNDING (TYP)

VERTICAL

GROUNDING BUS

BAR

TO ALL RACKS

COMPRESSION

CONNECTOR

#6 AWG TELECOM

EQUIPMENT GROUNDING

CONDUCTOR

CABLE TRAY

TELECOM SYSTEM EQUIPMENT RACK GROUNDING DETAIL

NOT TO SCALE

ADDENDUM #1

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Lexington, KY Louisville, KY Memphis, TN Evansville, IN

PROPOSAL

DATE: July 29, 2025

PROPOSAL NO. MS25-0203

TO: ESTIMATE DEPT PROJECT: DMA - WILLIAMSBURG RC INTERIOR

REPAIR 29JUL25

ALL BIDDERS

ADDENDUM ACKNOWLEDGED: #0

Provide and install a complete BACnet DDC Energy Management System. The system shall utilize intelligent distributed control modules, which communicate over an EIA-485 BACnetTM controller network. The system shall provide the Direct Digital Control (DDC), Energy Management and Building Automation System for the air conditioning, heating and ventilating systems and shall interface with other microprocessor based building subsystems. This system shall be manufactured by Automated Logic Corporation.

Base Price: ....................................................................................................$89,600.00

(IMPORTANT NOTICE: This proposal is This proposal is valid until:

Subject to the Terms and Conditions at the end of this document, and are Incorporated 30 days herein by reference.)

This proposal is hereby accepted and EMCOR Services Automated Controls, is authorized to proceed with the work; subject to credit approval by EMCOR Services Automated Controls

OWNER EMCOR Services Automated Controls

Signature Signature

Name: Name: Brian Sheely Title: Title: VP of Controls Operations Date: Date: 7/29/2025

PROPOSAL

DATE: July 29, 2025

PROPOSAL NO. MS25-0203

DMA Williamsburg RC Interior Repair BACnet/IP Gateway Controller:

o DDC BACnet Router manufacturerd by Automated Logic o BACnet/IP Router to integrate to BACnet/IP, MSTP, or ARCnet devices

(3) Single Zone RTU -1/2/3 o DDC Controller manufactured by Automated Logic o Room temperature sensor with setpoint adjustment, LCD display, motion sensor, CO2 and occupancy override o Monitor supply air temperature o Monitor return air temperature and humidity o Control of Supply Fan, DX cooling, and Heat (reversing valve) o Control of economizer dampers (if applicable)

(4) Single Zone AHU -1/2/3/4:

o DDC Controller manufactured by Automated Logic o Room temperature sensor with setpoint adjustment, LCD display, motion sensor, CO2 and occupancy override o Monitor supply air temperature o Monitor return air temperature and humidity o Control of Supply Fan, DX cooling, and Heat (reversing valve) o Control of economizer dampers (if applicable)

ERV-1 Controls:

o DDC Control module manufactured by Automated Logic o Provide and monitor Supply Air Temp/RH and Exhaust Air Temp/RH monitoring o Provide and monitor Heat wheel leaving temperature o Unit Enable and Status o Energy Wheel Enable and Status o Provide and monitor (1) Filter DP status

(3) Split System Unit Integration:

o All necessary software, programming, and graphics to interface the Split System controls to the ALC front end.

o Monitor Space Temperature and setpoints o Provide scheduling of devices

(2) Exhaust Fan Controls EF-1/2:

o DDC Control module manufactured by Automated Logic o Interlock wiring to associated damper (dampers, actuators, and louvers to be provided by others) o Controlled via Time Schedule

(4) Unit Heater Controls UH-1/2/3/4:

o DDC Control module manufactured by Automated Logic o Space temperature sensor o Interlock wiring to associated damper (dampers, actuators, and louvers to be provided by others) Domestic HW Heater Control:

o DDC Control Module manufactured by Automated Logic o Command of Circulating Pump Start/Stop and status o DHW supply and return temperature monitoring

OA Condition Monitoring:

o Outside Air Temp / 2% RH Combo Sensor

Our Proposal Includes the following:

Programming Graphics Drawing/BOM update Checkout Alarming Control system devices/communication bus Scheduling setup Trending setup Alarming setup Technical checkout Commissioning support Air-balance support As-built drawings O&M manuals One-year warranty All control wiring will be installed as required in specifications, as well as per local electrical codes. Electrical conduit will be installed as required.

General Notes & Exceptions:

No air balance cost included No bond cost included No VFDs are included (unless otherwise listed in the scope description) No valve installation is included No smoke detectors included No fire alarm scope included Applicable taxes are included Project is not prevailing wage No demolition is included.

General Conditions:

The quoted price set forth herein does not include the cost impact of any tariffs or other taxes or embargos that may be imposed by the United States or any of its trading partners. To the extent the cost of any materials/equipment/items procured in furtherance of a subcontract or purchase order based upon this quotation/proposal is impacted by the imposition of any tariffs, tax or embargo, the actual documented cost of such shall be billed to, and be reimbursed by, the customer, along with any schedule adjustments necessitated thereby.

TERMS AND CONDITIONS

By accepting this proposal, Buyer agrees to be bound by the following terms and conditions:

1. SCOPE OF WORK. This proposal is based upon the use of straight time labor only. Plastering, patching and painting are excluded.

Buyer agrees to provide EMCOR Services Automated Controls (ESAC), with required field utilities (electricity, toilets, drinking water, project hoist, elevator service, etc.) without charge. ESAC agrees to keep the job clean of debris arising out of its own operations.

Unless specifically noted in the statement of the scope of work or services undertaken by ESAC under this agreement, ESAC’S obligations under this agreement expressly exclude any work or service of any nature associated or connected with the identification, abatement, clean up, control, removal, or disposal of environment Hazards or dangerous substances, to include but not limited to asbestos or PCBs, discovered in or on the premises. Any language or provision of the agreement elsewhere contained which may authorize or empower the Buyer to change, modify, or alter the scope of work or services to be performed by ESAC shall not operate to compel ESAC to perform any work relating to Hazards without ESAC’S express written consent.

2. INVOICING & PAYMENTS. ESAC may invoice Buyer monthly for all materials delivered to the job site or to an off-site storage facility and for all work performed on-site and off-site. Buyer agrees to pay ESAC the amount invoiced within thirty (30) days of receipt of the invoice.

Waivers of lien will be furnished upon request, as the work progresses; to the extent payments are received. Invoicing schedule will be as follows: 10% mobilization at time of contract execution, 30% on receipt of approved submittals, 50% progress billing based on project completion, 10% job acceptance

3. MATERIALS. If the materials or equipment included in this proposal become temporarily or permanently unavailable for reasons beyond the control and without the fault of ESAC, then in the case of temporary unavailability, the time for performance of the work shall be extended to the extent thereof, and in the case of permanent unavailability, ESAC shall (a) be excused from furnishing said materials or equipment, and (b) be entitled to a contract price adjustment for any increased cost of providing a suitable substitute item.

4. WARRANTY. ESAC warrants that the installation of the equipment furnished by it shall be free from defects in workmanship arising from normal usage for a period of one (1) year from date of owner’s beneficial use. To make a claim under the ESAC warranty, the Buyer must provide written notice to ESAC of any such defect within thirty (30) days after the appearance or discovery of such defect. ESAC shall at its option, repair or replace the defective equipment, subject to the terms and conditions of the equipment manufacturer’s warranty. These warranties do not extend to any equipment which has been repaired by others, abused, altered or misused, or which has not been properly and reasonably maintained. THESE WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, THOSE OF MERCHANTABILITY AND FITNESS FOR A SPECIFIC PURPOSE.

5. LIABILITY. ESAC shall not be liable for any special, indirect or consequential damages arising in any manner from the equipment or material furnished or the work performed pursuant to this agreement.

6. TAXES. The price of this proposal does not include duties, sales, use, excise, or other similar taxes, unless required by federal, state or local law. Buyer shall pay all applicable taxes, or shall provide ESAC with acceptable tax redemption certificates. ESAC shall provide Buyer with any tax payment certificate upon request and after completion and acceptance of the work.

7. DELAYS. ESAC shall not be liable for any delay in the performance of the work resulting from or attributed to acts or circumstances beyond ESAC’S control, including, but not limited to, acts of God, fire, riots, labor disputes, conditions of the premises, acts or omissions of the Buyer, Owner, or other Contractors or delays caused by supplier or subcontractors of ESAC, etc.

8. COMPLIANCE WITH LAWS. ESAC shall comply with all applicable federal, state and local laws and regulations and shall obtain all temporary licenses and permits required for the prosecution of the work. Licenses and permits of a permanent nature shall be procured and paid for by the Buyer.

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File details come from the government source that posted it. Updated Sep 18, 2025.