Addendum Six .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-266-25

FOR: Maintenance Facility Renovations Kentucky Transportation Cabinet Madisonville, Kentucky

DATE: July 3, 2025

RFB-785-2500000732

ADDENDUM NO. Six (6)

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-266-25 For: Maintenance Facility Renovations Kentucky Transportation Cabinet

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

KYTC Maintenance Facility D-2 Hopkins County Madisonville, KY

Engineering File No. 609-C940-Z001-A78 C/S Project No. 2418

Addendum No. 6 July 03, 2025

The following Addendum Items shall be made part of the Contract Documents for this Project.

SPECIFICATIONS

1) Item #1 Refer to specification 07 21 00 – Thermal Insulation. This specification section has been revised in its entirety.

2) Item #2 Refer to specification 09 22 16 – Non-Structural Metal Framing. Add the language under subsection 2, note C, as defined below:

C. Studs and Runners (at door jambs): ASTM C 645.

1. Steel Studs and Runners:

a. Minimum Base-Metal Thickness: 0.060 inch.

b. Depth: As indicated on Drawings.

DRAWINGS

3) Item #1 Refer to Structural Drawings:

1. Sheet S101 – Details 5 and 6 have been revised for this addendum.

4) Item #2 Refer to Architectural Drawings:

1. Sheet D101 has been replaced in its entirety.

2. Sheet A101 has been replaced in its entirety.

3. Sheet A102 has been replaced in its entirety.

4. Sheet A103 has been replaced in its entirety.

5. Sheet A104 has been replaced in its entirety.

MECHANICAL and ELECTRICAL

6.01 Refer to Drawing E101 and attached Light Fixture Cut Sheet. The lighting fixture attached is the fixture to be furnished by the Owner and installed by the Contractor. The emergency battery pack to be furnished by the Contractor (referenced in Addendum 4.00) shall be compatible with fixture to be furnished.

Attachments:

1. Light Fixture Cut Sheet

END OF ADDENDUM

Project # 609-C940-Z001-A78

NON-STRUCTURAL METAL FRAMING 092216 - 1

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Non-load-bearing steel framing systems for interior gypsum board assemblies.

2. Suspension systems for interior gypsum ceilings, soffits, and grid systems.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

PART 2 - PRODUCTS

2.1 FRAMING SYSTEMS

A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated.

2. Protective Coating: ASTM A 653/A 653M, G60, hot-dip galvanized unless otherwise indicated.

B. Studs and Runners: ASTM C 645.

1. Steel Studs and Runners:

a. Minimum Base-Metal Thickness: 0.033 inch.

b. Depth: As indicated on Drawings.

C. Studs and Runners (at door jambs): ASTM C 645.

1. Steel Studs and Runners:

a. Minimum Base-Metal Thickness: 0.060 inch.

b. Depth: As indicated on Drawings.

D. Slip-Type Head Joints: Where indicated, provide one of the following:

1. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-deep flanges in thickness not less than indicated for studs, installed with studs friction fit

NON-STRUCTURAL METAL FRAMING 092216 - 2

into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing.

2. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner.

3. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs.

E. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.

1. Minimum Base-Metal Thickness: 0.033 inch.

F. Cold-Rolled Channel Bridging: Steel, 0.053-inch minimum base-metal thickness, with minimum 1/2-inch-wide flanges.

1. Depth: 1-1/2 inches.

2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel.

G. Hat-Shaped, Rigid Furring Channels: ASTM C 645.

1. Minimum Base-Metal Thickness: 0.033 inch.

2. Depth: 7/8 inch unless noted otherwise.

H. Cold-Rolled Furring Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch-wide flanges.

1. Depth: 3/4 inch.

2. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum uncoated-steel thickness of 0.033 inch.

3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, or double strand of 0.048-inch-diameter wire.

I. Z-Shaped Furring: With slotted or non-slotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum uncoated-metal thickness of 0.018 inch, and depth required to fit insulation thickness indicated.

2.2 SUSPENSION SYSTEMS

A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, or double strand of 0.048-inch-diameter wire.

B. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.16 inch in diameter.

C. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated.

NON-STRUCTURAL METAL FRAMING 092216 - 3

D. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of

0.053 inch and minimum 1/2-inch-wide flanges.

1. Depth: 1-1/2 inches.

E. Furring Channels (Furring Members):

1. Cold-Rolled Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch-wide flanges, 3/4 inch deep.

2. Steel Studs and Runners: ASTM C 645.

a. Minimum Base-Metal Thickness: 0.033 inch.

b. Depth: As indicated on Drawings.

3. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep.

a. Minimum Base-Metal Thickness: 0.033 inch.

F. Grid Suspension System for Gypsum Board Ceilings: ASTM C 645, direct-hung system composed of main beams and cross-furring members that interlock.

1. Products: Subject to compliance with requirements, provide one of the following:

a. Armstrong World Industries, Inc.; Drywall Grid Systems.

b. Chicago Metallic Corporation; Drywall Grid System.

c. USG Corporation; Drywall Suspension System.

2.3 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates.

B. Isolation Strip at Exterior Walls: Provide one of the following:

1. Asphalt-Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt), nonperforated.

2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size.

http://www.specagent.com/LookUp/?ulid=228&mf=04&mf=95&src=wd&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456814688&mf=04&&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456814689&mf=04&&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456814690&mf=04&&mf=04&src=wd

NON-STRUCTURAL METAL FRAMING 092216 - 4

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength.

1. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction.

3.3 INSTALLATION, GENERAL

A. Installation Standard: ASTM C 754.

1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation.

B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, wall-mounted TV brackets or similar construction. See Drawings for all locations.

C. Install bracing at terminations in assemblies.

D. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently.

3.4 INSTALLING FRAMED ASSEMBLIES

A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types.

1. Single-Layer Application: 16 inches o.c. unless otherwise indicated.

2. Tile Backing Panels: 16 inches o.c. unless otherwise indicated.

B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall.

NON-STRUCTURAL METAL FRAMING 092216 - 5

C. Install studs so flanges within framing system point in same direction.

D. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts penetrating partitions above ceiling.

1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies.

2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames;

install runner track section (for cripple studs) at head and secure to jamb studs.

a. Install two studs at each jamb unless otherwise indicated.

b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch clearance from jamb stud to allow for installation of control joint in finished assembly.

c. Extend jamb studs through suspended ceilings and attach to underside of overhead structure.

3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads.

E. Direct Furring:

1. Screw to wood framing.

2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c.

F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing.

3.5 INSTALLING SUSPENSION SYSTEMS

A. Install suspension system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types.

1. Hangers: 48 inches o.c.

2. Carrying Channels (Main Runners): 48 inches o.c.

3. Furring Channels (Furring Members): 16 inches o.c.

B. Isolate suspension systems from building structure where they abut or are penetrated by building structure to prevent transfer of loading imposed by structural movement.

C. Suspend hangers from building structure as follows:

1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or suspension system.

NON-STRUCTURAL METAL FRAMING 092216 - 6

a. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means.

2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with locations of hangers required to support standard suspension system members, install supplemental suspension members and hangers in the form of trapezes or equivalent devices.

a. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced installation standards.

3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to inserts, eye screws, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail.

4. Flat Hangers: Secure to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices and fasteners that are secure and appropriate for structure and hanger, and in a manner that will not cause hangers to deteriorate or otherwise fail.

5. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts that extend through forms.

6. Do not connect or suspend steel framing from ducts, pipes, or conduit.

D. Seismic Bracing: Sway-brace suspension systems with hangers used for support.

E. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems meet vertical surfaces. Mechanically join main beam and cross-furring members to each other and butt-cut to fit into wall track.

F. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet measured lengthwise on each member that will receive finishes and transversely between parallel members that will receive finishes.

END OF SECTION 09 22 16

A

B

3 4 5 6 7 8

C

D

E

F

G

S101

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

NEW CANOPY

RE: ARCH'L

PROVIDE ATTACHMENT SUPPORT PER TYPICAL

DETAIL AT EACH ANCHOR LOCATION

S101

S101

S101

NEW TRENCH DRAIN

RE: TYP. DETAIL

EXISTING TRENCH DRAIN

S101

C1

COLUMN & MARK

RE: SCHEDULE

WALL FOOTING

STEM WALL

SLAB EDGE

1'-0"

WALL FOOTING STEP & MARK

DIMENSION REPRESENTS STEP HEIGHT "D"

RE: TYP. STEPPED FOOTING DETAIL

HX

STRUCTURAL WALL

RE: WALL TYPE SCHEDULE

PILASTER

RE: PLAN NOTES & WALL SCHEDULE

WALL OPENING

NEW METAL HEADER IN EXISTING WALL

WALL TYPE MARK

RE: SCHEDULE

P1 F1

PIER & MARK

RE: SCHEDULE

FOUNDATION & MARK

RE: SCHEDULE

GENERAL PLAN LEGEND

RE: SCHEDULE

LAP SPLICE

EXISTING CONCRETE

TRENCH DRAIN

EXISTING TRENCH DRAIN

REINFORCEMENT

DRILL & EPOXY REBAR

WITH HIT-HY 200

ADHESIVE

NEW TRENCH DRAIN

RE: TYP. DETAIL FOR

SIZE & REINFORCEMENT

EMBED

9" MIN

1' - 0" 5"

#3 BAR AT 12" O.C.

NEW SLAB-ON-GRADE

RE: PLAN NOTES

EXISTING SLAB-ON-GRADE

DRILL AND EPOXY REBAR

INTO EXISTING SLAB WITH

HIT-HY 200 ADHESIVE. CENTER

REBAR IN SLABS.

FIN. FLOOR

EL. = FIELD VERIFY

T H

IC

K

N E

S S

M A

T C

H . E

X

IS

T

IN

G

MATERIAL SPECIFICATIONS

COLD-FORMED METAL FRAMING:

ASTM A1003, STRUCTURAL GRADE, TYPE H, METALLIC COATED

#4 BENT BARS

@ 12" O.C. MAX.

CONT. #4 @ 12"

O.C. MAX.

6"

TRENCH DRAIN

RE: MEP

SLAB-ON-GRADE TO

MATCH EXISTING

4" 4"

1' - 0" (TYP. OPP. SIDE)

S101

4 S101

FIN. FLOOR

EL. = FIELD VERIFY

FIRST

EL. 100' - 0"

2 3 4 5 6

EXISTING MECH LOUVER

RE: MEP & ARCH'L

EXISTING DOOR

NEW WINDOW

RE: ARCH'L

NEW DOOR CANOPY AT

EXISTING DOOR (TYP.)

RE: ARCH'L

800S200-97 (TYP. EACH WINDOW JAMB).

ATTACH C-STUDS TO EXISTING GIRT ABOVE W/ 12 GA. CLIP

ANGLE & (2) 5/8" ⌀ GALV. BOLTS PER LEG.

ATTACH BASE OF C-STUD W/ GALV. 12 GA. CLIP ANGLE AND

FASTENERS SPECIFIED BELOW:

• (2) 5/8" ⌀ GALV. BOLTS IN VERT. LEG TO C-STUD

• (2) 5/8" ⌀ X 4" HILTI KWIK HUS-EZ SCREW ANCHORS IN

HORIZ. LEG TO CONCRETE BELOW

800S200-97 (TYP. EACH WINDOW SILL).

ATTACH HORIZ. C-STUDS AT EACH END

TO VERT. C-STUDS W/ 12 GA. CLIP ANGLE

& (2) 5/8" ⌀ GALV. BOLTS PER LEG

EXISTING WALL GIRT (TYP.)

25'-0"25'-0"25'-0"25'-0"

S101

TYP.

800S200-97 (TYP. EACH WINDOW JAMB).

ATTACH C-STUDS TO EXISTING GIRTS ABOVE AND BELOW

W/ 12 GA. CLIP ANGLE & (2) 5/8" ⌀ GALV. BOLTS PER LEG.

800S200-97 (TYP. EACH WINDOW HEADER

AND SILL).

ATTACH HORIZ. C-STUDS AT EACH END

TO VERT. C-STUDS W/ 12 GA. CLIP ANGLE

& (2) 5/8" ⌀ GALV. BOLTS PER LEG

EXISTING WALL GIRT TO BE CUT FOR NEW

WINDOW INSTALLATION (TYP.).

ATTACH CUT ENDS OF GIRT TO NEW

WINDOW JAMB W/ 12 GA. CLIP ANGLE & (2)

5/8" ⌀ GALV. BOLTS PER LEG.

NEW HIGH BAY WINDOW.

TYP. (2) LOCATIONS THIS WALL, (4)

LOCATIONS OPPOSITE WALL.

SEE ARCH'L FOR WINDOW LOCATIONS.

CANOPY BY OTHERS

RE: ARCH'L

SUPPORT CABLE / STRUT

FOR CANOPY FRAMING BY

OTHERS

TURNBUCKLE BY CANOPY MFR.THRU-BOLT WITH

COMPRESSION SLEEVE BY

CANOPY MFR.

THRU-BOLT WITH

COMPRESSION SLEEVE BY

CANOPY MFR.

BOT. OF CANOPY

RE: ARCH'L

GALLV. HSS6x4x1/4 (TYP. EACH

CANOPY CABLE LOCATION).

ATTACH TUBE TO EXISTING

GIRTS ABOVE AND BELOW W/

(2) 12 GA. CLIP ANGLES EACH

END & (2) 5/8" ⌀ GALV. BOLTS,

PER ANGLE LEG

EXISTING WALL GIRT.

EXACT SPACING TO BE FIELD

VERIFIED

EXISTING MAN DOOR

RE: ARCH'L

W/ ARCH'L

8" VERIFY

CONCRETE CURB.

FACE OF CURB TO ALIGN

WITH SHOP SIDE OF WALL.

VERIFY W/ ARCH'L

8"

STUD WALL

RE: ARCH'L

#4 DOWEL @ 12" O.C., ROUGHLY

CENTERED (+/- 1") IN CONCRETE

CURB. DRILL & EPOXY 6" INTO

EXISTING CONCRETE SLAB USING

HILTI HIT-HY 200 OR APPROVED

EQUAL.

#5 CONT. BAR

V E

R

IF

Y 8"

F

IE

LD

FIN. FLOOR

EL. = FIELD VERIFY

EXISTING SLAB ON GRADE

CONT. SIKA GREENSTREAK

PVC RETROFIT

WATERSTOP MODEL #655

W/ S.S. EPOXY ANCHOR,

OR APPROVED EQUAL

VERIFY W/ ARCH'L

2'-1"

CONCRETE CURB.

RE: ARCH'L FOR

PLACEMENT

8"

STUD WALL

RE: ARCH'L

(3) #4 DOWEL @ 12" O.C., ROUGHLY

EQUALLY SPACED (+/- 1") IN

CONCRETE CURB. DRILL & EPOXY 6"

INTO EXISTING CONCRETE SLAB

USING HILTI HIT-HY 200 OR

APPROVED EQUAL.

(3) #5 CONT. BAR

V E

R

IF

Y 8"

F

IE

LD

FIN. FLOOR

EL. = FIELD VERIFY

EXISTING SLAB ON GRADE

1'-6"

LOCKERS

RE: ARCH'L

CONT. SIKA GREENSTREAK

PVC RETROFIT

WATERSTOP MODEL #655

W/ S.S. EPOXY ANCHOR,

OR APPROVED EQUAL

Paducah, KY Office

2301 McCracken Blvd, Paducah, KY 42001

270.443.1995 / BFWengineers.com

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

RTA DATE

/2

/2

:1 :3

A

M

609-C940-Z001-A78JAH

BFW-25001

3/28/2025

DRL

FOUNDATION PLAN

S101

RTA

KYTC MAINTENANCE FACILITY

MADISONVILLE, KENTUCKY

3/28/2025

1/8" = 1'-0"

FOUNDATION PLAN

TYPICAL DETAIL3

NEW TRENCH DRAIN TO EXISTING TRENCH DRAIN

TYPICAL DETAIL4

NEW TO EXISTING SLAB-ON-GRADE CONNECTING DETAIL

TYPICAL DETAIL2

TRENCH DRAIN CONSTRUCTION

SCALE: 3/16" = 1'-0"

1 BUILDING ELEVATION (GRID G)

TYPICAL DETAIL7

CANOPY ATTACHMENT SUPPORT

TYPICAL DETAIL5

CONCRETE CURB AT BASE OF STUD WALLS

TYPICAL DETAIL6

CONCRETE CURB AT BASE OF LOCKERS

ADDENDUM - 05 7-03-2025

BradleyABeatty Rectangle

BradleyABeatty Text Box

25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"

25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"

MAINT. BAY

2 2

EXISTING WORK

TO REMAIN

1. ALL WORK SHALL BE EXECUTED TO

SUBSTANTIALLY COMPLY WITH THE CURRENT

APPLICABLE KENTUCKY BUILDING CODES AND

OTHER APPLICABLE STATE AND LOCAL CODES

HAVING JURISDICTION OVER THIS PROJECT,

I.E., NATIONAL ELECTRICAL CODE, AND BOCA

MECHANICAL CODE.

2. ITEMS UNCLEAR AS TO THE DESIGN INTENT OR

APPLICATION SHALL BE BROUGHT TO THE

OWNER'S ATTENTION PRIOR TO BID FOR

WRITTEN CLARIFICATION.

GENERAL NOTES

A

R C H I T E

C

T

D A

V

I D

M. SAM

O K

A R

K

E N T U C K

Y

REG ISTERED

OF

NO.

COMMONWEALTH

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWN BY

CHECKED BY

PHASE

RTA DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DRAWING DATE

KYTC MAINTENANCE FACILITY MADISONVILLE, KENTUCKY

/2

/2

:3 :5

P

M

DMS

03/27/25

AHH

DEMOLITION FLOOR PLAN

D101

C

609-C940-Z001-A78

03/28/25

SCALE: 1/8" = 1'-0"

DEMOLITION FLOOR PLAN

SHEET NOTES

1 EXISTING WALLS TO BE DEMOLISHED.

2 PORTION OF EXISTING WALL TO BE DEMOLISHED.

3 EXISTING EYE WASH STATION TO BE DEMOLISHED.

ADDENDUM 5 07/03/25

BradleyABeatty Rectangle

BradleyABeatty

A104

A102

CREW ROOM

SHOWER

ADA TOILET

FEMALE

TOILET

MECH. RM.

MAINT. BAY

25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"

25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"

T

O O

U T

S

ID

E F

A C

E O

F E

X

IS

T 'G

G

IR

T

S

F

IE

L D

V E

R

IF

Y

A L

IG

N

W

IT

H D

O O

R J

A M

B S

A104

ALIGN CENTERLINE WITH JAMB

2'-0" 2'-0"

18'-0" 60'-0" +/- TRENCH DRAIN

40'-0"

6'-0"

/8

OFFICE

OFFICE

OFFICE

EXISTING SPRINKLER DRAIN DOWN - TO REMAIN

TOILET

IC

E

A104

A104

2 2

MTL LINER PANEL

16'-8 3/4"

MTL LINER PANEL

13'-8 5/8"

MTL LINER PANEL

30'-0 3/4"

FRP

8'-0"

M T

L L

IN

E

R P

A N

E L

ALL SIDES

4 7/8" FRP

ALL SIDES

4 7/8" FRP

A101

PROVIDE METAL LINER

PANEL OUTSIDE CORNER

TRIM FULL HEIGHT OF LINER.

1. ALL WORK SHALL BE EXECUTED TO

SUBSTANTIALLY COMPLY WITH THE CURRENT

APPLICABLE KENTUCKY BUILDING CODES AND

OTHER APPLICABLE STATE AND LOCAL CODES

HAVING JURISDICTION OVER THIS PROJECT,

I.E., NATIONAL ELECTRICAL CODE, AND BOCA

MECHANICAL CODE.

2. ITEMS UNCLEAR AS TO THE DESIGN INTENT OR

APPLICATION SHALL BE BROUGHT TO THE

OWNER'S ATTENTION PRIOR TO BID FOR

WRITTEN CLARIFICATION.

GENERAL NOTES

NOTE:

- ALL CEILING SUPPORTS SHALL BE 14 GA, 8"

- PROVIDE RIM TRACK WHERE REQUIRED BY MANF.

- COORDINATE CEILING SUPPORT LAYOUT WITH CEILING GRID

A

R C H I T E

C

T

D A

V

I D

M. SAM

O K

A R

K

E N T U C K

Y

REG ISTERED

OF

NO.

COMMONWEALTH

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWN BY

CHECKED BY

PHASE

RTA DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DRAWING DATE

KYTC MAINTENANCE FACILITY MADISONVILLE, KENTUCKY

/2

/2

:3 :5

P

M

DMS

03/27/25

AHH

BUILDING FLOOR PLAN

A101

C

609-C940-Z001-A78

03/28/25

SCALE: 1/8" = 1'-0"

BUILDING FLOOR PLAN

SHEET NOTES

1 EXISTING DUCTWORK TO BE INSULATED - REFER TO

MECHANICAL DRAWINGS.

2 NEW EXTERIOR HOSE BIB - REFER TO PLUMBING

DRAWINGS.

3 NEW INTERIOR HOSE BIB - REFER TO PLUMBING

DRAWINGS.

4 NEW TRENCH DRAIN EXTENSION - REFER TO

PLUMBING DRAWINGS.

5 NEW ALUMINUM CANOPY SYSTEM. PROVIDE FOR

BLOCKING WITHIN EXISTING WALL FRAME, PATCH

AND REPAIR EXISTING INTERIOR BUILDING WALL

FINISH/INSULATION SYSTEM AS REQUIRED TO

COMPLETE WORK. TYPICAL WHERE INDICATED.

N

ADDENDUM 3 06/18/25

ADDENDUM 5 07/03/25

SCALE: 1/8" = 1'-0"

CEILING SUPPORT PLAN

BradleyABeatty Rectangle

BradleyABeatty

A104

E1

MECH. RM.

CREW ROOM

SHOWER

ADA TOILET

FEMALE

TOILET

/4

/8

/8

WT-1

WT-2

WT-2

WT-3

WT-3

WT-3

/4

WT-1

TOILET

OFFICE

OFFICE

OFFICE

07 08 09

WT-1

WT-3

CORRIDOR

WT-2

WT-2

A102

1 1 1

/8

/8

/4

8"

3 3/4"

3'-4" 13'-2 5/8" 3 5/8" 30'-2" 3 5/8" 17'-2 3/4" 3'-4" 5 1/2" 8"

11'-0" 3 5/8" 11'-0" 3 5/8" 11'-0" 3 5/8" 6'-0 7/8" 8"

/8

/4

/8

7'-3 3/8" 3'-4" 7'-3 3/8" 3'-4" 7'-3 3/8" 3'-4"

/8

WT-3

A102

A102

A102 6

A103

H

B

A

A104

/4 "3

/8

/8

WT-1

A A

WT-2

IC

E

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

3 3

5 5 5

(30) S.T. LOCKERS

30'-0"

7 7 7

8 8 8

' T

B

WT-1

A104

A103

G

WT-1

WT-1

17'-6 1/8"

EXISTING

EXISTING

EXISTING

EXISTING

A104

1. ALL WORK SHALL BE EXECUTED TO

SUBSTANTIALLY COMPLY WITH THE CURRENT

APPLICABLE KENTUCKY BUILDING CODES AND

OTHER APPLICABLE STATE AND LOCAL CODES

HAVING JURISDICTION OVER THIS PROJECT,

I.E., NATIONAL ELECTRICAL CODE, AND BOCA

MECHANICAL CODE.

2. ITEMS UNCLEAR AS TO THE DESIGN INTENT OR

APPLICATION SHALL BE BROUGHT TO THE

OWNER'S ATTENTION PRIOR TO BID FOR

WRITTEN CLARIFICATION.

GENERAL NOTES

VARIES

2" SEE SCH. 2"

H.M. FRAME

F HG

8"

8"

NV

8"6"

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

TYPE A

7"W X 7"H

Office

Women

NOTE: ALL SIGNAGE

SHALL BE INSTALLED

5'-0" ABOVE FINISHED

FLOOR ELEVATION TO

CENTER LINE OF SIGN.

TYPE B

7"W X 9"H

PEMB METAL

WALL PANEL

THERMAL BLOCK

@ EACH WALL

GIRT

PEMB WALL GIRT

@ 8'-0"+/- A.F.F.

5/8" GYP. BD.

OVER 3 5/8" MTL.

STUDS @ 16" O.C.

10'-0" A.F.F.

CEILING SYSTEM

T.O. GYP. BD.

PEMB

THERMAL

INSULATION

SYSTEM

UNFACED SOUND

BATT

5/8" GYP. EACH SIDE OVER MTL.

STUD FRAMING @ 16" O.C. SEE

PLAN FOR PARTITION DEPTHS

PROVIDE SLIDE CLIPS AT

WALL BRACING LOCATIONS

METAL STUD PARTION

BRACING

CEILING SYSTEM

10'-0" A.F.F.

T.O. GYP. BD.

UNFACED SOUND BATT

WT-1 WT-3

CEILING

SYSTEM

SOUND BATT

EXTEND STUDS AND

SOUND BATT UP TO

ROOF STRUCTURE,

PROVIDE SLIP TYPE

HEAD TRACK FOR

DEFLECTION

10'-0" A.F.F.

T.O. GYP. BD.

WT-2

VAPOR

RETARDER

5/8" GYP. BD.

NOTE: DOUBLE 3 5/8" MTL. STUD PARTITIONS

SHALL BE FLUSH WITH EACH FACE OF

CONCRETE GRADE BEAM, STUDS IN EACH

PARTITION SHALL ALIGN ACROSS FULL DEPTH

OF WALL, AND STUD SPACING @ 16" O.C.

COORDINATE WITH FLOOR PLAN AND RELATED

DETAILS FOR VARIOUS SHEATHING TYPES AND

LOCATIONS ALONG THIS WALL. PARTITIONS

SHALL EXTEND UP TO ROOF STRUCTURE WITH

SLIP TYPE HEAD TRACK FOR DEFLECTION

CONTRACTORS OPTION: USE 8" METAL STUDS

@ 16" O.C. IN LIEU OF DOUBLE 3 5/8" STUDS.

5/8" GYP. BD.

OVER 7/8" MTL.

HAT CHANNEL

FURRING @ 16"

O.C. VERTICAL

MTL. STUD

PARTITIONS

6 4

37" 37" 28" 29"

CL CL CL

3'-0"3'-0"

TOILET

2 2

A102

A103

H

BASE

A103

H

"4

PLASTIC PANELING

FILLER

24"30"18"33"18"36"

SOFFIT: PAINTED GYP. BD. ON MTL. STUD FRAMING

PRE-FIN.

SIDE PANEL

FILLER

FILLER24" (BC)30" RANGE18" (BC)33" (BC)18" (BC)36" REF.

24" D. W/DR RACKS

42" PANTRY UNITFILLER

RANGE

HOODP. LAMINATE COUNTERTOP

AND SPLASHES SIDE SPLASH

VINYL BASE

"1

/2

A103

H

ELEC.

WATER

COOLERBASE, SEE ROOM

FINISH SCHEDULE

T.O. CURB

FRP

FASTNED TO

5/8" GYP. ON

METAL

FRAMING

S.A.T. CEILING

SYSTEM

PANTRY

WALL

OPENING

SOFFIT, 5/8" GYP. BD.

OVER MTL. STUDS @

16" O.C.

4'-0" 1'-0"

A

R C H I T E

C

T

D A

V

I D

M. SAM

O K

A R

K

E N T U C K

Y

REG ISTERED

OF

NO.

COMMONWEALTH

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWN BY

CHECKED BY

PHASE

RTA DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DRAWING DATE

KYTC MAINTENANCE FACILITY MADISONVILLE, KENTUCKY

/2

/2

:3 :5

P

M

DMS

03/27/25

AHH

ENLARGED PLANS / INTERIOR ELEVATIONS

A102

C

609-C940-Z001-A78

03/28/25

SCALE:A102 1/4" = 1'-0"

ENLARGED FLOOR PLAN2

TOILET ACCESSORY SCHEDULE

TYPE

MARK DESCRIPTION COMMENTS

1 VERTICAL GRAB BAR 18" x 1 -1/4" O.D. SEE ELEVATION FOR HEIGHTS

2 GRAB BAR 42" x 1 1/4" O.D. SEE ELEVATION FOR HEIGHTS

3 MIRROR, 18" x 36" SEE ELEVATION FOR HEIGHTS

4 PAPER TOWEL DISPENSER N.I.C. - OWNER PROVIDED / CONTRACTOR INSTALLED

5 TOILET PAPER DISPENSER N.I.C. - OWNER PROVIDED / CONTRACTOR INSTALLED

6 SOAP DISPENSER N.I.C. - OWNER PROVIDED / CONTRACTOR INSTALLED

SHEET NOTES

1 PERIMETER STUD WALL, PROVIDE 5/8" GYPSUM

BOARD OVER 3 5/8" METAL STUD FRAMING WITH

UNFACED SOUND BATTS FULL HEIGHT OF STUDS,

STUDS SHALL ANCHOR TO WALL GIRTS AND EXTEND

UP TO 10'-0" ABOVE FINISH FLOOR ELEVATION

UNLESS NOTED OTHERWISE.

2 COLUMN FURRING, PROVIDE 5/8" GYPSUM BOARD

OVER 3 5/8" METAL STUD FRAMING WITH UNFACED

SOUND BATTS FULL HEIGHT OF STUDS, STUDS

SHALL ANCHOR TO RIGID FRAME MEMBERS AND

EXTEND UP TO 10'-0" ABOVE FINISH FLOOR

ELEVATION. FIELD VERIFY REQUIRED DIMENSIONS.

ALIGN FACE OF STUDS WITH CONCRETE PIER,

EXTEND GYPSUM BOARD TO THE FLOOR.

3 20 LB FIRE EXTINGUISHER ON WALL BRACKET.

4 10 LB FIRE EXTINGUISHER ON WALL BRACKET.

5 PROVIDE STEEL SECURITY GRILL AT EACH

LOCATION FOR WINDOW TYPE "A", SEE DETAIL ON

SHEET A102.

6 ELECTRIC WATER COOLER. SPOUT HEIGHT AT 42"

A.F.F. PROVIDE WATER BOTTLE FILLING STATION.

7 PROVIDE GYPSUM BOARD EXPANSION JOINT AT

COLUMN GRID.

8 PROVIDE SOLID SURFACE WINDOW SILL AND APRON

FOR WINDOW TYPE "A", COORDINATE WITH WINDOW

DETAILS ON SHEET A103.

9 PATCH EXISTING GYPSUM BOARD WALL TO MATCH

ADJACENT WALL FINISH.

10 EXISTING WATER COOLER WITH ATTACHED CANE

APRON PROVIDES 27" HEIGHT REQUIRED FROM

FINISH FLOOR PER SECTION 1003.3, 2018 KBC

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

DOOR / FRAME ELEVATIONS

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

INTERIOR SIGNAGE

ROOM FINISH SCHEDULE

NO. ROOM NAME FLOOR FINISH BASE WALLS WAINSCOT CEILING CLG HT REMARKS NO.

101 CREW ROOM EPOXY 6" VINYL LATEX N/A S.A.T. 9'-0" 101

102 FEMALE TOILET EPOXY 6" VINYL (EXISTING TO REMAIN) N/A (EXISTING TO REMAIN) 9'-0" NO WORK THIS AREA 102

103 ADA TOILET EPOXY 6" VINYL (EXISTING TO REMAIN) N/A (EXISTING TO REMAIN) 9'-0" NO WORK THIS AREA 103

104 SHOWER EPOXY 6" VINYL (EXISTING TO REMAIN) N/A (EXISTING TO REMAIN) 9'-0" NO WORK THIS AREA 104

106 MAINT. BAY SEALED CONCRETE SEALED CONCRETE N/A EXPOSED STRUCT. VARIES NO WORK THIS AREA 106

107 OFFICE EPOXY 6" VINYL LATEX N/A S.A.T. 9'-0" 107

108 OFFICE EPOXY 6" VINYL LATEX N/A S.A.T. 9'-0" 108

109 OFFICE EPOXY 6" VINYL LATEX N/A S.A.T. 9'-0" 109

110 TOILET EPOXY 6" VINYL PLASTIC PANEL N/A S.A.T. 9'-0" 110

111 CORRIDOR EPOXY 6" VINYL LATEX N/A S.A.T. 9'-0" 111

DOOR SCHEDULE

DR. # DRS. PER FRAME

DOOR FRAME

HDW

SET SIGN COMMENTS

DR.

#W. H. TH. TYPE MAT. GLASS TYPE MAT. DEPTH

HD.

/JMB. SILL

01 1 3'-0" 7'-0" 1 3/4" NV H.M. GL-2 1 H.M. 10 5/8" B/A103 B/A103 7 ----- 01

06 1 3'-0" 7'-0" 1 3/4" NV H.M. GL-2 1 H.M. 10 5/8" B/A103 B/A103 7 ----- 06

07 1 3'-0" 7'-0" 1 3/4" F H.M. GL-2 1 H.M. 6" C/A103 C/A103 2 A SIGN TEXT : OFFICE 07

08 1 3'-0" 7'-0" 1 3/4" F H.M. GL-2 1 H.M. 6" C/A103 C/A103 2 A SIGN TEXT : OFFICE 08

09 1 3'-0" 7'-0" 1 3/4" F H.M. GL-2 1 H.M. 6" C/A103 C/A103 2 A SIGN TEXT : OFFICE 09

10 1 3'-0" 7'-0" 1 3/4" F H.M. GL-2 1 H.M. 6" C/A103 C/A103 4 B SIGN TEXT : MEN 10

11 1 3'-0" 7'-0" 1 3/4" NV H.M. GL-2 1 H.M. 10 5/8" B/A103 B/A103 7 ----- 11

12 1 3'-0" 7'-0" 1 3/4" HG H.M. GL-2 1 H.M. 5 3/4" A/A103 A/A103 1 ----- 12

SCALE: 3/4" = 1'-0"

WALL TYPE LEGEND

SCALE: 3/8" = 1'-0"

TOILET PLANS

SCALE:

ELEVATION

A102 3/8" = 1'-0"

SCALE:

ELEVATION

A102 3/8" = 1'-0"

SCALE:

ELEVATION

A102 3/8" = 1'-0"

ADDENDUM 5 07/03/25

BradleyABeatty Rectangle

BradleyABeatty

FIXED

ALUMINUM WINDOW

INSULATED GLASS

TYPE GL-2

SEC. 085113

D

A103

A

W

IN

D O

W S

IL

L

E

E

V

D

A103

D

A103

3'-0"

SLIDING SERVICE

WINDOW TEMPERED

GLASS TYPE GL-1

SEC. 085653

E

A103

B

W

IN

D O

W S

E

V

E

A103

E

A103

3'-0" 4'-0"

W

IN

D O

W S

E

V

FIXED

ALUMINUM WINDOW

INSULATED GLASS

TYPE GL-2

SEC. 085113

F

A103

F

A103

F

A103

C

1/2" x 3/4" STEEL FLAT

BAR STOCK

STRAP: 1/2" x 2" STEEL

FLAT BAR STOCK

ELEVATION

PLAN

WINDOW TYPE "A"

PEMB PRE-FINISHED

JAMB TRIM

PEMB PRE-FINISHED HEAD

TRIM

SECTION

C L E

A R

O U

T T

O O

U T

O F

F L A

T B

A R

C L E

A R

F

IE

L D

V E

R

IF

Y

W

IN

D O

W

"A

R O

U G

H O

P E

N

IN

G

3'-0" +/- WINDOW "A" ROUGH OPENING

STRAP: 1/2" x 2"

STEEL FLAT BAR

STOCK

EQ. EQ.

2"

3/4"

4"

3/4"

4"

3/4"

4"

3/4"

4"

3/4"

EQ. 2"

3/4"

4"

3/4"

4"

3/4"

4"

3/4"

4"

3/4"

EQ.

TAMPER PROOF THRU-BOLT

TO PEMB JAMB FRAME, 1 BOLT

AT EA. END OF STRAPS

1/2" 2"

TAMPER PROOF

THRU-BOLT

1/2" x 3/4" STEEL

FLAT BAR STOCK

STRAP: 1/2" x 2" STEEL

FLAT BAR STOCK

ALIGN EXT. FACE OF STRAP W/

EXT FACE OF FRAMED OPENING

ALUM. WINDOW UNIT "A"

CAULK EACH SIDE, CONT.

3"+/- 3 1/4" 5 5/8"

/4

STEEL SECURITY GRILL

ALIGN W/ JAMB FRAME

ALUM. WINDOW UNIT "A"

STEEL SECURITY GRILL

SILL EXTENSION BY

WINDOW SUPPLIER

ALIGN W/ JAMB FRAME 3"+/- 3 1/4" 7 1/4"

5/8" GYP. BD. OVER 3 5/8"

MTL. STUD FURRING @

16" O.C.

UNFACED SOUND BATT

5/8" GYP. BD. JAMB

CLOSURE

SOLID SURFACE

WINDOW STOOL

CONT. CLEAR SEALANT

AROUND PERIMETER

1"

5/8" GYP. BD. OVER 3 5/8"

MTL. STUD FURRING @

16" O.C.

UNFACED SOUND BATT

SOLID SURFACE WINDOW

STOOL OVER 1/2" SUB-SILL

5/8" GYP. BD. JAMB

CLOSURE

SOLID SURFACE

APRON

CONT. CLEAR SEALANT

AROUND PERIMETER

STEEL SECURITY GRILL

ALUM. WINDOW UNIT "A"

PANEL CLOSURE STRIP

SILL EXTENSION BY

WINDOW SUPPLIER

HEAD

JAMB

SILL

EXIST'G. METAL

WALL PANEL

EXIST'G. PEMB WALL GIRT

PROVIDE TRIM AT

HEAD AND JAMB AT

NEW OPENING

5/8" GYP. BD. OVER 3 5/8"

MTL. STUDS @ 16" O.C.

PROVIDE FRAMING AT

NEW OPENING

EXIST'G. PEMB INSUL.

FILL GIRT CAVITY W/

BATT INSULATION

UNFACED SOUND BATT

INSULATION FACING

5/8" GYP. BD. SOFFIT

PANEL CLOSURE STRIP

EXIST'G. METAL

WALL PANEL

EXIST'G. PEMB INSUL.

FILL GIRT CAVITY W/

BATT INSULATION

PROVIDE JAMB TRIM

EXIST'G. METAL

WALL PANEL

EXIST'G. PEMB INSUL.

PROVIDE FRAMING AT

NEW OPENING

PROVIDE SILL FRAMING

AT NEW OPENING

HEAD

JAMB

SILL

5/8" GYP. BD. OVER MTL.

STUDS @ 16" O.C.

MTL. STUD SYSTEM

HEADER FRAMING

5/8" GYP. BD. OVER MTL.

STUDS @ 16" O.C.

SLIDING SERVICE

WINDOW "B"

1x3 PAINTED

WOOD APRON

CONT. CLEAR SEALANT

AROUND PERIMETER

SLIDING SERVICE

WINDOW "B"

STAINLESS STEEL

WINDOW SILL

5/8" GYP. BD.

OVER MTL.

STUDS @ 16" O.C.

UNFACED SOUND

BATT

UNFACED SOUND BATT

2x WD. BLOCKING

CAULK PERIMETER

BOTH SIDES

ALUM. HEAD FRAME

2x WD. BLOCKING

SLIDING SERVICE

WINDOW "B"

STAINLESS STEEL

WINDOW SILL

12"

4"

4"

5/8" GYP. BD.

PROVIDE 3/4" PLY-WOOD

SUBSTRATE SHEATHING FULL

HEIGHT AND WIDTH OF

LOCKER SYSTEM AND METAL

LINER PANELS, ANCHOR TO

METAL STUD PARTITION

NEW CONCRETE CURB - CURB TO

BE FLUSH WITH FACE OF LOCKERS

5/8" GYP. BD. OVER

HAT CHANNEL

FURRING @ 16" O.C.

SOUND BATT

S.A.T. CEILING @ 9'-0"

T.O. GYPSUM BD. @ 10'-0"

EXIST'G. CONCRETE

SLAB

INSULATION FACING

12" W. x 18" D. SINGLE TIER

PRE-FINISHED METAL

LOCKER SYSTEM W/ MANUF.

STANDARD SLOPED TOP TO

MATCH LOCKER FINISH

CONT. BEVEL CUT 2x P.T. WOOD

SLEEPERS IMBEDDED INTO

CONCRETE CURB, ANCHOR PER

MANUF. RECOMMENDATIONS

METAL LINER PANEL AND

FRP - TO EXTEND TO 8'-8"

A.F.F. UNLESS OTHERWISE

NOTED.

METAL LINER PANEL

CLOSURE TRIM

14 GA 8" CEILING SUPPORT FRAMING @ 24" O.C. -

PROVIDE BRIDGING AND BRACING PER SSMA

REQUIREMENTS

UNFACED BATT INSULATION W/

INSULATION SUPPORT TIES AS

REQUIRED BY MANUFACTURER

RIM TRACK ATTACHED TO VERTICAL METAL STUD,

CONT. TO RECV. CEILING SUPPORT FRAMING, TYP.

WALL CONT. TO ROOF DECK, BRACE AS REQ. BY MANF.

DOUBLE 3 5/8"

METAL STUD

PARTITIONS @ 16"

O.C., SEE NOTES ON

WALL TYPE WT-2.

EXTEND HAT

CHANNEL FURRING

AND GYP BD. OVER

FACE OF

CONCRETE CURB

CONTRACTORS OPTION: USE 8" METAL STUDS @

16" O.C. IN LIEU OF DOUBLE 3 5/8" METAL STUDS.

PROVIDE 30# FELT

BOND BREAK AT

CURB JUNCTURE

TIE PARTITIONS

TOGETHER W/ MTL.

STUD TIES @ 4'-0"

O.C. VERTICAL

SLOPE SHALL BE MANUF.

STANDARD SLOPE,

PROVIDE END CLOSURES

TO MATCH LOCKER

MATERIAL AND FINISH

PROVIDE CONT. HORIZ.

BLOCKING BETWEEN

STUDS @ TOP OF

SHEATHING AND PEMB

LINER PANEL JUNCTURE

NOTE: G.C. COORDINATE

ELEVATION BETWEEN

BOTTOM OF PEMB LINER

PANEL AND TOP OF

SLOPED TOP OF LOCKERS

MAINT. BAY

HEAD

JAMB

SILL

DOOR, SEE

SCHEDULECORRIDOR 100

PEMB J-TRIM

METAL LINER

PANEL

PEMB J-TRIM

METAL LINER

PANEL

DOOR, SEE

SCHEDULE

HOLLOW METAL

FRAME

CREW RM. 107

5/8" GYP. BD. OVER

HAT CHANNEL

FURRING @ 16" O.C.

5/8" GYP. BD. OVER

HAT CHANNEL

FURRING @ 16" O.C.

CONT. J-MOLD AND

CAULK JOINT AT

FRAME JUNCTURE

CONT. J-MOLD AND

CAULK JOINT AT

FRAME JUNCTURE

JAMB ANCHORS, (3)

REQ'D. EA. JAMB

PEMB J-TRIMFACED SOUND BATT

10 5/8"

3/4" PLYWOOD

MTL. STUD

HEADER FRAME

EA. PARTITION

DBL. MTL. STUD

PARTITION

10 5/8"

HOLLOW METAL

FRAME

DBL. STUDS @

JAMBS

3/4" PLYWOOD

HOLLOW METAL

FRAME

ALUM. THRESHOLD,

SEE HARDWARE

DOOR, SEE

SCHEDULE

PEMB J-TRIM

BEYOND

JAMB ANCHOR,

(3) REQ'D. EA.

JAMB

CONCRETE

CURB BEYOND

EXIST'G. METAL

WALL PANEL

EXIST'G. PEMB WALL GIRT

5/8" GYP. BD. SOFFIT

PROVIDE TRIM AT

HEAD AND JAMB AT

NEW OPENING

5/8" GYP. BD. OVER 3 5/8"

MTL. STUDS @ 16" O.C.

PROVIDE FRAMING AT

NEW OPENING

CAULK EACH SIDE, CONT.

ALUM. CANOPY

SYSTEM

HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

ALIGN W/ JAMB FRAME

HEAD

JAMB

5/8" GYP. BD. OVER 3 5/8"

MTL. STUDS @ 16" O.C.

5/8" GYP. BD. JAMB CLOSURE

PANEL CLOSURE STRIP

PROVIDE JAMB TRIM

SILL

CAULK EACH SIDE, CONT.

HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

ANCHOR 1/2" FURRING

TO JAMB FRAMING

ALIGN W/ JAMB FRAME

ALUM. THRESHOLD,

SEE HARDWARE

HOLLOW METAL

FRAME

DOOR, SEE SCHEDULE

CAULK EACH SIDE, CONT.

BASE, SEE ROOM

FINISH SCHEDULE

JAMB TRIM, EXTEND

DOWN FULL LENGTH OF

FRAME

EXIST'G. PEMB INSUL.

FILL GIRT CAVITY W/

BATT INSULATION

UNFACED SOUND BATT

UNFACED SOUND BATT

INSULATION FACING

EXIST'G. METAL

WALL PANEL

EXIST'G. PEMB INSUL.

FILL GIRT CAVITY W/

BATT INSULATION

EXIST'G. CONCRETE

SLAB

FILL GIRT CAVITY W/

BATT INSULATION

INSULATION FACING

PROVIDE FRAMING AT

NEW OPENING

HEAD

JAMB

MTL. STUD SYSTEM

HEADER FRAMING

5/8" GYPSUM BOARD

UNFACED SOUND BATT

HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

CAULK EACH SIDE, CONT.

5/8" GYPSUM BOARD

DOUBLE STEEL STUDS

UNFACED SOUND BATT

HOLLOW METAL

FRAME

DOOR, SEE SCHEDULE

CAULK EACH SIDE,

CONT.

VARIES

VARIES

SEE NOTE BELOW

SEE NOTE BELOW

NOTE: PLASTIC WALL PANELS OVER

GYP. BD. AT DOOR #2, #4, AND #5.

PANEL INSTALLER SHALL CAULK

PERIMETER OF DOOR FRAMES

AFTER PANEL INSTALLATION.

CREW ROOM

MAINT. BAY

OFFICE

OFFICE

OFFICE

CORRIDOR

TOILET

1 1 1

3 3 3

A104

A103

G A104

COORD. CEILING GRID LAYOUT

WITH CEILING GRID SUPPORT

FRAMING LAYOUT, TYP.

HEAD

METAL WALL PANEL

PEMB THERMAL

INSUL. SYSTEM

ALUM. WINDOW UNIT "B"

CAULK EACH SIDE,

CONT.

PEMB WALL GIRT

PANEL CLOSURE STRIP

PEMB HEADER TRIM

PEMB JAMB FRAME

JAMB

PEMB JAMB FRAME

PANEL CLOSURE

STRIP

PEMB SILL TRIM

PEMB JAMB TRIM

SILL

PEMB CHANNEL FRAME

THERMAL BLOCK

THERMAL BLOCK

3 1/4" 4 3/4"

3 1/4" 4 3/4"

METAL WALL PANEL

PEMB THERMAL

INSUL. SYSTEM

ALUM. WINDOW UNIT "B"

CAULK EACH SIDE,

CONT.

THERMAL BLOCK

ALUM. WINDOW UNIT "B"

PANEL CLOSURE STRIP

PEMB SILL TRIM

CAULK EACH SIDE,

CONT.

THERMAL BLOCK

METAL WALL PANEL

PEMB THERMAL INSUL.

SYSTEM

PEMB

TRIM

PEMB

TRIM

PEMB

TRIM

PAINTED 5/8" GYP. BD.

OVER 3 5/8" METAL STUD

FRAMING @ 16" O.C.

T.O. GYP. BD. @

10'-0"

14 GA 8" CEILING SUPPORT

FRAMING @ 24" O.C. -

PROVIDE BRIDGING, RIM

TRACK AND BRACING PER

SSMA REQUIREMENTS

S.A.T. CEILING @ 9'-0"

UNFACED BATT

INSULATION W/

INSULATION SUPPORT

TIES AS REQUIRED BY

MANUFACTURER

PAINTED 5/8" GYP. BD.

OVER 8" METAL STUD

FRAMING @ 16" O.C.

S.A.T. CEILING @ 9'-0"

2'-6"

A

R C H I T E

C

T

D A

V

I D

M. SAM

O K

A R

K

E N T U C K

Y

REG ISTERED

OF

NO.

COMMONWEALTH

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWN BY

CHECKED BY

PHASE

RTA DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DRAWING DATE

KYTC MAINTENANCE FACILITY MADISONVILLE, KENTUCKY

/2

/2

:3 :5

P

M

DMS

03/27/25

AHH

SCHEDULES AND DETAILS

A103

C

609-C940-Z001-A78

03/28/25

SCALE: 3/8" = 1'-0"

WINDOW ELEVATIONS

SCALE: 1" = 1'-0"

SECURITY GRILL DETAIL

SCALE:

DETAIL

A103 1 1/2" = 1'-0"

D

SCALE:

DETAIL

A103 1 1/2" = 1'-0"

E

SCALE:

DETAIL

A103 3/4" = 1'-0"

G

SCALE:

DETAIL

A103 1 1/2" = 1'-0"

B

SCALE:

DETAIL

A103 1 1/2" = 1'-0"

A

SCALE:

DETAIL

A103 1 1/2" = 1'-0"

C

SCALE: 1/8" = 1'-0"

REFLECTED CEILING PLAN

SHEET NOTES

1 2x2 ACOUSTICAL TILE CEILING SYSTEM @ 9'-0"

ABOVE FINISH FLOOR.

2 PAINTED 5/8" GYPSUM BOARD SOFFIT OVER METAL

STUD FRAMING @ 16" O.C., BOTTOM OF FINISHED

SOFFIT @ 7'-0" +/- ABOVE FINISH FLOOR.

3 ALUMINUM CANOPY SYSTEM - REFER TO DETAIL

2/A104.

4 SLOPED TOP LOCKER SYSTEM BELOW.

5 EXTEND METAL STUD WALL AND INSULATION UP TO

UNDERSIDE OF ROOF STRUCTURE.

SCALE:

DETAIL

A103 1 1/2" = 1'-0"

F

ADDENDUM 3 06/18/25

ADDENDUM 5 07/03/25

SCALE:

DETAIL

A103 3/4" = 1'-0"

H

BradleyABeatty Rectangle

BradleyABeatty

5/8" GYP. BD. OVER

HAT CHANNEL

FURRING @ 16" O.C.

UNFACED BATT

INSULATION

EXIST'G. CONCRETE SLAB

S.A.T. CEILING SYSTEM

CEILING 9'-0"

14 GA 8" CEILING SUPPORT FRAMING @ 24"

O.C. - PROVIDE BRIDGING AND BRACING

PER SSMA REQUIREMENTS

NEW CONCRETE

CURB

BASE, SEE

SCHEDULE

WALL EXTENDS TO

UNDERSIDE OF

ROOF DECK ABOVE

JOIST BRG. 10'-0"

METAL LINER PANEL

SILL FLASHING

METAL LINER

PANEL - TO BE

8'-8" A.F.F.

LINER PANEL 8'-8"

PROVIDE 3/4" PLY-

WOOD SUBSTRATE

SHEATHING FULL

HEIGHT AND WIDTH

METAL LINER

PANELS, ANCHOR TO

METAL STUD

PARTITION

8"

2"

5/8" GYP BOARD

UNFACED BATT

INSULATION W/

INSULATION SUPPORT

TIES AS REQUIRED BY

MANUFACTURER

RIM TRACK ATTACHED TO VERTICAL METAL STUD,

CONT. TO RECV. CEILING SUPPORT FRAMING, TYP.

EXTEND HAT

CHANNEL FURRING

OVER FACE OF CURB1

DOUBLE 3 5/8" METAL

STUD PARTITIONS @

16" O.C., SEE NOTES

ON WALL TYPE WT-2.

CONTRACTORS OPTION: USE 8" METAL STUDS @

16" O.C. IN LIEU OF DOUBLE 3 5/8" METAL STUDS.

TIE PARTITIONS

TOGETHER W/ MTL.

STUD TIES @ 4'-0"

O.C. VERTICAL

E

X

IS

T 'G

G

IR

T

S A

B O

V E

EXIST'G. PEMB WALL PANEL

EXIST'G. PEMB THERMAL

INSUL. SYSTEM

5/8" GYP. BD. EACH

SIDE OVER 3 5/8" MTL.

STUDS @ 16" O.C.

UNFACED SOUND BATT

EXIST'G. PEMB

RIGID FRAME

8" COLD-ROLLED STEEL

CHANNEL SEGMENTS FROM

FLOOR TO 12'-0"+/-, ANCHOR

TO GIRTS WITH CLIP ANGLE

1'-0 1/2"

/8

11 1/4"

MAINT. BAY

EXIST'G. FIN. FLOOR

ELEV. = 0'-0"

LOCKERS

PROVIDE LT. GA.

BRACING TO EXIST'G.

PURLINS AS REQUIRED

PER MANF. SPEC.

OFFICE

C

A

REFER TO CEILING

SUPPORT PLAN ON A101

STEEL PIPE BOLLARD,

SEE DETAIL ON SHEET

G001

EXIST'G. HVAC

UNIT TO REMAIN

EXIST'G. GUTTER /

D.S. TO REMAIN, TYP.

A A A

NEW PRE-FIN. MTL.

CANOPY

NEW PRE-FIN. MTL.

CANOPY

NEW PRE-FIN. MTL.

CANOPY

EXIST'G. HVAC

UNIT TO REMAIN

C C

(F

.V

(F

.V

EYE

WASH

MOP

SINK

SPLASH PANEL - 8'-0"T x 8'-0"W

FRP PANEL OVER 3/4" PLY

T.O. CURB

GYPSUM BOARD

A103

G

METAL LINER PANEL

METAL LINER PANEL

METAL LINER PANEL

8'-0"

A104

FRP PANEL AT WING WALLS, ALL (3) SIDES -

8'-0"T PLASTIC PANEL OVER 3/4" PLY. TRIM AS

REQ. BETWEEN LINER PANEL AND FRP PANELS.

FRP PANEL AT WING WALLS, ALL (3) SIDES - 8'-0"T

PLASTIC PANEL OVER 3/4" PLY. TRIM AS REQ.

BETWEEN LINER PANEL AND FRP PANELS.

METAL LINER PANEL

CORNER TRIM

B.O. CANOPY

ELEV. = 8'-0"

PRE-FINISHED ALUM. FLAT

BOTTOM DECKING

PRE-FINISHED METAL LINER PANEL

HANGER ROD ASSEMBLY

PRE-FINISHED EXTRUDED

ALUM. GUTTER / FASCIA

THREADED ADJUSTMENT ROD

WALL FLASHING, BY CANOPY SUPPLIER,

COLOR SHALL MATCH CANOPY COLOR

PRE-FINISHED METAL SILL

TRIM BY PEMB SUPPLIER

PANEL CLOSURE STRIP

NOTE: STACKED WALL PANELS ONLY

OCCUR AT CANOPY LOCATIONS.

CANOPY SUPPORT

FRAMING BY PEMB

SUPPLIER

PVC PIPE SPACER SLEEVES

ALUM. CANOPY SUPPORT BEAM

BASIS OF DESIGN, MAPES

"SUPER LUMIDECK HANGER

ROD CANOPY"

HOLLOW METAL DOOR

AND FRAME, SEE

SCHEDULE

PRE-FINISHED METAL

WALL PANEL

PRE-FINISHED METAL WALL PANEL

PRE-FINISHED METAL HEAD

TRIM

PERIMETER SEALANT, EACH

SIDE OF FRAME

STEEL CLEVIS

THREADED ADJUSTMENT

ROD

PANEL CLOSURE STRIP

PRE-FINISHED METAL JAMB TRIM

8" BY-PASS GIRT

CANOPY MANUF. STANDARD

CONNECTION, THRU THREADED ROD

W/ BACKING PLATE. PROVIDE PVC

PIPE SPACER SLEEVES FULL DEPTH

OF PANEL AND CHANNEL SUPPORT

PROVIDE PERIMETER SEALANT AROUND

EACH FACE PLATE OF HANGER ROD

ASSEMBLY

PVC PIPE SPACER SLEEVES

PRE-FINISHED METAL HEAD TRIM

CANOPY SCUPPER

BEYOND

A104

A104

C C C C

(F

.V

(F

.V

(F

.V

(F

.V

NEW PRE-FIN. MTL.

CANOPY

EXIST'G. HVAC

UNIT TO REMAIN

EXIST'G. HVAC

UNIT TO REMAIN

F.R.P. PANEL SYSTEM

NEW CONCRETE CURB

EXIST'G. CONCRETE SLAB

PANEL SYSTEM SEALANT

PANEL SYSTEM END CAP

PAINTED GYP. BD.

BASE, SEE SCHEDULE

MTL. STUD WALL

UNFACED SOUND BATT

7/8" MTL. HAT

CHANNEL8

8"

3/4" PLYWOOD

SUBSTRATE

CONTRACTORS OPTION: USE 8" METAL STUDS @

16" O.C. IN LIEU OF DOUBLE 3 5/8" METAL STUDS.

A

R C H I T E

C

T

D A

V

I D

M. SAM

O K

A R

K

E N T U C K

Y

REG ISTERED

OF

NO.

COMMONWEALTH

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWN BY

CHECKED BY

PHASE

RTA DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DRAWING DATE

KYTC MAINTENANCE FACILITY MADISONVILLE, KENTUCKY

/2

/2

:3 :5

P

M

DMS

03/27/25

AHH

BUILDING / WALL SECTIONS

A104

C

609-C940-Z001-A78

03/28/25

SCALE:

DETAIL

A104 1 1/2" = 1'-0"

SCALE:

DETAIL

A104 1 1/2" = 1'-0"

SCALE:

DETAIL

A104 1/8" = 1'-0"

SCALE:

BUILDING ELEVATION

A104 1/8" = 1'-0"

SCALE:

DETAIL

A104 3/8" = 1'-0"

SCALE:

DETAIL

A104 1 1/2" = 1'-0"

SCALE:

BUILDING ELEVATION

A104 1/8" = 1'-0"

SCALE:

DETAIL

A104 1 1/2" = 1'-0"

ADDENDUM 3 06/18/25

ADDENDUM 5 07/03/25

BradleyABeatty Rectangle

BradleyABeatty

KYTC MAINTENANCE FACLITY

MADISONVILLE, KENTUCKY

CLOTFELTERSAMOKAR NO. 2418

MARCUM NO. 24626

MECHANICAL AND ELECTRICAL ADDENDUM 6.00

JULY 2, 2025

The following Addendum Items shall be made part of the Contract Documents for the referenced project.

6.01 Refer to Drawing E101 and attached Light Fixture Cut Sheet. The lighting fixture attached is the fixture to be furnished by the Owner and installed by the

Contractor. The emergency battery pack to be furnished by the Contractor

(referenced in Addendum 4.00) shall be compatible with fixture to be furnished.

Attachments:

1. Light Fixture Cut Sheet

END OF ADDENDUM 6.00

SKYLINE G4

Power Selectable Linear Highbay

DESCRIPTION

LED Linear Highbay/Power Selectable/ 120-277V(347-480V optional with transformer)/ 0-10V Dimming/95°x95° distribution comes standard (40°x110° optional)

PRODUCT SPECIFICATIONS

PRODUCT FEATURES

Architectural grade compact design Frosted lens eliminates glare

PF>0.9, THD<20%

95°x95° distribution comes standard (40°x110° aisle distribution optional) 120-277Vac universal input(347-480V optional with step down transformer)

Emergency backup options available Receptacle Pre-installed, PNP Sensor order separately BLE Mesh Control(LLLC) and Circuit Level Control(LALC) options available Feature Power Selectable Technology. Adjust power between three selections V-hook and chain mounting accessories included

HBEL

HBEL

Power Selectable Linear Highbay

SKYLINE G4

Power Selectable Linear Highbay

©2022 ATG LED Lighting

10588 Monte Vista Avenue

Montclair, CA 91763 www.atgledlighting.com

T: 951.245.6222

E: sales@atgledlighting.com Page 02 of 08

DAYLIGHT0-10V DIM

Data subject to change. Last Edited: April 24, 2024 10:00 PM

Watts (W)

Efficacy

(LM/W)

Lumens (LM)Parent Part Number DLC Listed Children Part Number Product ID Input

HBELD-270P-40F-G4

HBELD-270P-50F-G4

HBELC-200P-40F-G4

HBELC-200P-50F-G4

HBELB-135P-40F-G4

HBELB-135P-50F-G4

HBELD-270P-40F-[Blank,Sx,Ex]-G4

HBELD-270P-40F-[Blank,Sx,Ex]-G4 *factory setting 230W*

HBELD-270P-40F-[Blank,Sx,Ex]-G4 *factory setting 200W*

HBELD-270P-50F-[Blank,Sx,Ex]-G4

HBELD-270P-50F-[Blank,Sx,Ex]-G4 *factory setting 230W*

HBELD-270P-50F-[Blank,Sx,Ex]-G4 *factory setting 200W*

HBELC-200P-40F-[Blank,SxEx]-G4

HBELC-200P-40F-[Blank,SxEx]-G4 *default setting 185W*

HBELC-200P-40F-[Blank,SxEx]-G4 *default setting 155W*

HBELC-200P-50F-[Blank,SxEx]-G4

HBELC-200P-50F-[Blank,SxEx]-G4 *default setting 185W*

HBELC-200P-50F-[Blank,SxEx]-G4 *default setting 155W*

HBELB-135P-40F-[Blank,SxEx]-G4

HBELB-135P-40F-[Blank,SxEx]-G4 *default setting 115W*

HBELB-135P-40F-[Blank,SxEx]-G4 *default setting 100W*

HBELB-135P-50F-[Blank,SxEx]-G4

HBELB-135P-50F-[Blank,SxEx]-G4 *default setting 115W*

HBELB-135P-50F-[Blank,SxEx]-G4 *default setting 100W*

S-PHFYOE

S-90GWX7

S-VNGH2Q

S-1NPJRC

S-ITY3QC

S-MPN8G7

S-4C63PO

S-NQAZBM

S-V25KHZ

S-QPDFM6

S-7TJX38

S-K3N2WH

S-3WL7FP

S-5JLVE4

S-KT7M3P

S-2WIFUO

S-OQ8MEU

S-12C83P

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

120-277VAC

152.3

154.5

156.8

154.9

157.1

159.5

151.6

153.4

157.0

152.9

154.7

158.4

153.1

156.9

159.5

155.2

159.1

161.7

38,709

33,899

30,213

39,521

34,471

30,723

28,580

26,839

23,029

28,758

27,069

23,226

19,373

16,833

15,100

19,623

17,065

15,308

HBELB-400P-40F-G4

HBELB-400P-40F-[Blank,SxEx]-G4 Not Listed Yet 120-277VAC 400 150.0 60,000

HBELB-400P-40F-[Blank,SxEx]-G4 *default setting 340W* Not Listed Yet 120-277VAC 340 152.0 51,680

HBELB-400P-40F-[Blank,SxEx]-G4 *default setting 270W* Not Listed Yet 120-277VAC 270 154.0 41,580

HBELB-400P-50F-G4

HBELB-400P-50F-[Blank,SxEx]-G4 Not Listed Yet 120-277VAC 400 151.0 60,400

HBELB-400P-50F-[Blank,SxEx]-G4 *default setting 340W* Not Listed Yet 120-277VAC 340 153.0 52,020

HBELB-400P-50F-[Blank,SxEx]-G4 *default setting 270W* Not Listed Yet 120-277VAC 270 155.0 41,850

*Data for 400P is based on extrapolated data, other data is based on DLC reported data

PHYSICAL SPECIFICATIONS

16.5”

31.1” 44.1”

22.8”

.2

.2

.2

©2022 ATG LED Lighting

10588 Monte Vista Avenue

Montclair, CA 91763 www.atgledlighting.com

T: 951.245.6222

E: sales@atgledlighting.com Page 03 of 08

Depth

HBELB-135P-XXF-G4

HBELC-200P-XXF-G4

HBELD-270P-XXF-G4

HBELE-400P-XXF-G4

16.5“

22.8”

31.1“

44.1”

10.2“

10.2“

10.2“

10.2“

1.77”

1.77”

1.77”

1.77”

LIGHT DISTRIBUTION PATTERN

105O

90O

75O

60O

45O

30O

105O

90O

75O

60O

45O

30O

15O 0O 15O

105O

90O

75O

60O

45O

30O

105O

90O

75O

60O

45O

30O

15O 0O 15O cd/klm -------C0-C180 -------C90-C270 cd/klm -------C0-C180 -------C90-C270

总装图

(1%&2

(2%&3

总装图

,1%&2

HBEL

HBEL

Power Selectable Linear Highbay

SKYLINE G4

Power Selectable Linear Highbay

HBELB

HBELD HBELE

HBELC

Part Number Length Width

AISLE DISTRIBUTION STANDARD DISTRIBUTION

Data subject to change. Last Edited: April 24, 2024 10:00 PM

ATG Code

LALC-LOCAL AREA LIGHTING CONTROL (CIRCUIT LEVEL)*

Description Model Number

ATG Code

LALC-LOCAL AREA LIGHTING CONTROL (CIRCUIT LEVEL)

Description Model Number

RM51 IFS05SE NO LENS IFS05SE LOW BAY LENS IFS05SE MID BAY LENS IFS05SE HIGH BAY LENS

LUMEN MAINTENANCE

©2022 ATG LED Lighting

10588 Monte Vista Avenue

Montclair, CA 91763 www.atgledlighting.com

T: 951.245.6222

E: sales@atgledlighting.com Page 04 of 08

CONTROL SYSTEM

HBELB-135P-XXF-G4

HBELC-200P-XXF-G4

HBELD-270P-XXF-G4

HBELE-400P-XXF-G4

Projected per IESNA TM-21-11 DLC Reported Hours = Max 6x LM-80 tested duration (SSC STWxC25B-XX@9,000 Hrs)

Ambient Test Temp Reported Hrs 0 Hrs 25,000 Hrs 50,000 Hrs 100,000 Hrs Calculated L70 Hrs

250C/770F

250C/770F

250C/770F

250C/770F

60,000

60,000

60,000

60,000

0.94

0.94

0.94

0.94

0.88

0.88

0.88

0.88

0.85

0.85

0.86

0.86

0.76

0.76

0.77

0.77

132,000

132,000

134,000

134,000

Model TM21-11 60,000 Hrs

ATG Code

W4

W5

P7

P4

L1

L2

L3

L4

Al

W4

W9

P5

P7

Bi-level PIR Occ sensor

12V Wireless Fixture Controller

Room controller, KOmounted120-277n/12VCand0-10Vout/16A

12V power supply for �xture mount with relay

PSC-BL-I-FM-DCO-BLE-SR

PSC-WCM-50-DCO-BLE-SR

PSC-WCM-450-BLE-SR

PSC-AC-PP-700C

SO

RI

Microwave Motion Sensor for G4 Skyline Highbay,12VDC Driven

Remote for IFS05SE

IFS05SE

RM-51

Bi-Level PIR Occ sensor

Bi-Level PIR Occupancy Sensor Side Mounted,100-277V

12VPower Supplyfor�xture mountw/relay

12V Power Supplyfor �xture mount (no relay)

LENS.LOW BAY 30FT H X60FT DIA WH

LENS.LOWBAY 30FT H X60FT DIA BN

LENS.HIGH BAY 4FT HX 70FT DIAWH

LENS.HIGH BAY 4FT HX 70FT DIA BN

Arm.High Bay O�set extension

PSC-BL-I-FM-DCO-BLE-SR

PSC-BL-I-FM-110-BLE-SR

PSC-AC-PP-700C

PSC-AC-PP-400

PIR-BLO1-F3-LBL

PIR-BL01-F3-LBL-BN

PIR-BLO1-F5-HBL

PIR-BL01-F5-HBL-BN

ARM

LLLC-LUMINAIRE LEVEL LIGHTING CONTROL (MESH NETWORK)*

Description Model Number

HBEL

HBEL

Power Selectable Linear Highbay

SKYLINE G4

Power Selectable Linear Highbay

* For more information about LLLC and LALC system, please contact our sales team.

©2022 ATG LED Lighting

10588 Monte Vista Avenue

Montclair, CA 91763 www.atgledlighting.com

T: 951.245.6222

E: sales@atgledlighting.com Page 05 of 08

For more information about LLLC and LALC system, please see accessory list below and contact our sales team.

* Please contact our sales team for lead time about Aisle lens.

** Accessories are ordered separately. These are not included in default packing.

400P model is…