Addendum 1.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-133-26

FOR: KYTC - Construct Materials Lab

KY Transportation Cabinet - District 11 Manchester, Kentucky

DATE: November 25, 2025

RFB-785-2600000218

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-133-26 For: KYTC - Construct Materials Lab

KY Transportation Cabinet - District 11 Manchester, Kentucky

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

KYTC – Clay County District 11 Materials Lab ADDENDUM ONE DECA # 609-C91E-Z001-A261 November 25, 2025

THJA 2310 Page 1 of 3

ADDENDUM NUMBER ONE

The Contractor shall conform to the following changes as same shall become binding upon the Contract.

GENERAL

ITEM 1 Reference Specification Section 010000 Special Conditions – Article 8 – Allowances

Included in the Contract Amount.

1. The allowance for Fire Alarm System (Fire Alarm panel and programming) by Simplex as defined in Specification Section 284621.11 shall be increased to $29,419.20

ITEM 2

SITE

ITEM 3

ITEM 4

ITEM 5

ITEM 6

Eliminate all references to Specification Section 018113 Sustainable Design Requirements. This is not a LEED project.

DELETED BY DECA

DRAWING C1.0 – LAYOUT PLAN

Concrete slab referenced by coded note #10 is not to have control joints as shown on the layout plan. Refer to structural plans for all note #10 concrete.

DRAWINGS C3.0 – GRADING & DRAINAGE PLAN

Leader added to CB#1 showing location.

DRAWINGS C6.0 – SANITARY PLAN

Add additional cleanout associated with the oil/water separator. See MEP plans for oil water separator information.

ARCHITECTURAL

ITEM 7 SPECIFICATION SECTION 083323 – OVERHEAD COILING DOOR

See attached overhead coiling door specification.

ITEM 8 Reference Drawing 1/A-1.0 Materials Lab Plan. The contents shown in Storage ML- 115 are not in contract. Metal shelving and equipment will be provided by Owner.

ITEM 9 Reference Specification Section 042000 and Building Elevations A4.0.

1. Brick expansion joints shall be located as shown on attached Elevations labeled

‘EJ’.

2. CMU control joints shall be spaced a minimum of 20’-0” apart. At the building end walls, provide a cmu control joint at location where wall height steps.

KYTC – Clay County District 11 Materials Lab ADDENDUM ONE DECA # 609-C91E-Z001-A261 November 25, 2025

THJA 2310 Page 2 of 3

ITEM 10 QUESTIONS FROM CONTRACTORS:

1. “There is a note that references the architectural sheets for the dumpster pad CMU

Wall construction. I do not see this detail provided on the architectural sheets. Can you please provide this detail?”

ANSWER: See Attachment “Additional Architectural Details” for dumpster enclosure wall section.

2. “There is a note that references the architectural sheets for the brick column construction. I do not see this detail provided on the architectural sheets. Can you please provide this detail?”

ANSWER: See Attachment “Additional Architectural Details” for brick column construction.

STRUCTURAL

ITEM 11 QUESTIONS FROM CONTRACTORS:

1. “If rock is encountered during excavations, will the cost for rock removal be paid by change order?”

ANSWER: No, per Specification Section 030300, “excavation is unclassified and shall be excavated to subgrade elevations regardless of the character of surface and subsurface conditions encountered.”

2. “If unsuitable soils are encountered during excavations, will the cost for remediation be paid by change order?”

ANSWER: Yes, if noted bearing pressure on structural drawings is not achieved, contact structural engineer for direction.

ITEM 12 DRAWING S-2.1 FOUNDATIONS AND FRAMING PLAN

See attached drawing S-2.1 for additional slab penetration and associated tag notes added to foundation plan for added mop sink in ML-110.

MEP

ITEM 13 DRAWINGS M-2.0, M-2.1, M-2.2, M-6.0, M-8.1 MOP SINK ADDITION

Attached sheets contain plumbing alterations for the addition of 2’ x 2’ mop sink basin in Mechanical room ML-110.

ITEM 14 Questions from Contractor:

1. Are you going to allow Sch 40 PVC on below slab and above slab DWV? Answer:

Yes, PVC is allowed.

2. Is the water service to the building to be K copper or can it be Sch 40 PVC? Answer:

K copper is required for water service.

ADDENDUM ONE

November 25, 2025

THJA 2310 Page 3 of 3

KYTC – Clay County District 11 Materials Lab

DECA # 609-C91E-Z001-A261

Attachments:

DRAWING - ADDITIONAL ARCHITECTURAL DETAILS

DRAWING - BRICK EXPANSION JOINTS

SPECIFICATION SECTION 083323 – OVERHEAD COILING

DOORS DRAWING C1.0 LAYOUT PLAN

DRAWING C3.0 GRADING & DRAINAGE PLAN

DRAWING C6.0 SANITARY PLAN

DRAWING S-2.1 FOUNDATION AND FRAMING PLAN

DRAWING M2.0 UNDER FLOOR PLUMBING PLAN

DRAWING M2.1 FIRST FLOOR SANITARY WASTE & VENT

DRAWING M2.2 FIRST FLOOR DOMESTIC WATER PLUMBING

DRAWING M6.0 PLUMBING RISER DIAGRAMS

DRAWING M8.1 PLUMBING SCHEDULES

END OF ADDENDUM ONE

ADDENDUM 1

11/25/2025

KYTC D11 CLAY COUNTY DISTRICT OFFICE

MATERIALS LAB

DECA NO: 609C91EZ001A261

Tate Hill Jacobs Architects Lexington, KY 40507 Ph 8592525994

ADDENDUM 1 DUMPSTER WALL ENCLOSURE

NTS

ADDENDUM 1 COLUMN SURROUND

7 5/8"

SLOPE

1/2" katrina Text Box

ARCHITECTURAL ADDITIONAL DETAILS

ADDENDUM 1

11/25/2025

KYTC D-11 CLAY COUNTY DISTRICT OFFICE

MATERIALS LAB

DECA NO: 609-C91E-Z001-A261

Tate Hill Jacobs Architects Lexington, KY 40507 Ph 859-252-5994

SOUTH ELEVATION

AW02 AW02 AW02 AW02 AW02 AW02

SF02SF02SF02SF02SF02SF02

4-1

7-10

7-8

8-6

5'

3'

SF02 SF02

7-11

7-12 7-12

7-11

SHED

PY #2

T.O. B

EJEJEJ

A-4.0

SF04 SF04 SF04

4-1TYPE 2

5-3 PAIN

7-10

7-8

AW01

3'

9'

PR

CA

7-12 7-12

7-11 7-11

7-12

7-11

4-8

4-1

5-1

BE

WR

ME

3' - 4"

T.O. BRICK

7-2

7-6

EJ EJ EJ

NORTH ELEVATION

AW01 AW01 AW01

ML101

SF01

A-4.0

A-4.0

2" / 1'-0"

2" / 1'-0"

K TYPE 2 4-1

5'

3'

A-3.0

10-3

7-6

PRE-FINISHED

CANOPY #1

T.O

7-6

EJEJEJ

AW01 AW01

ML102

SF01

ML114BML114C

A-4.0

A-4.0

2" / 1'-0"

2" / 1'-0"

3'

3'

5'

PRE-FINISHED

CANOPY #2

8-7

7-6

7-6

EJ

WEST ELEVATION

EAST ELEVATION

BRICK

EXPANSION

JOINTS

KYTC-Clay Co. New Dist 11 Materials Lab SECTION 083323

DECA # 609-C91E-Z001-A261 OVERHEAD COILING DOOR

OVERHEAD COILING DOORS 083323 - 1

SECTION 083323 - OVERHEAD COILING DOORS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Section Includes: Insulated rolling doors – Electrically Operated.

B. Related Sections:

1. 042000 – Unit Masonry

2. 055000 Metal Fabrications. Door opening jamb and head members.

3. 061000 Rough Carpentry. Door opening jamb and head members.

4. 099100 Painting. Field painting.

1.2 SCHEDULE

A. Coiling Overhead Insulated Metal door; electric operation + weatherstrip: Cornell ESD30

Thermiser Max – Basis of design

a. Materials Lab 114 – Door ML 114c - 8’-0”w x 8-0”h

1.3 RELATED SECTIONS

A. DIV 21 – Fire Alarm System

B. DIV 26 – Electrical Connections

1.4 REFERENCES

1. ASTM International:

2. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

3. ASTM A666 - Standard Specification for Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

4. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes.

5. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric).

6. ASTM E84 - Standard Test Method for Surface Burning Characteristics of

Building Materials.

B. Intertek Testing Services (Warnock Hersey Listed):

1. WH - Certification Listings.

C. National Electrical Manufacturers Association:

1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).

2. NEMA ICS 2 - Industrial Control and Systems: Controllers, Contactors, and

Overload Relays, Rated Not More Than 2000 Volts AC or 750 Volts DC.

3. NEMA MG 1 - Motors and Generators.

OVERHEAD COILING DOORS 083323 - 2

D. National Fire Protection Association:

1. NFPA 80 - Standard for Fire Doors, Fire Windows.

2. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies.

E. Underwriters Laboratories Inc.:

1. UL - Building Materials Directory.

2. UL 10B - Fire Tests of Door Assemblies.

3. UL 325 - Door, Drapery, Gate, Louver, and Window Operators and Systems.

1.5 SUBMITTALS FOR REVIEW

A. Product Data: Provide general construction, component connections and details.

B. Shop Drawings: Indicate pertinent dimensioning, anchorage methods, hardware locations, and installation details.

C. Samples: Submit grille members illustrating shape, color and finish texture.

1.6 SUBMITTALS FOR INFORMATION

A. Manufacturer's Instructions: Indicate installation sequence and procedures, adjustment and alignment procedures.

1.7 SUBMITTALS FOR CLOSEOUT

A. Maintenance Data: Indicate lubrication requirements and frequency and periodic adjustments required.

1.8 REGULATORY REQUIREMENTS

A. Provide certificate of compliance from authority having jurisdiction indicating approval of grille and operating hardware assembly.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers – Automatic Closing Rolling Counter Fire Doors, Insulated Coiling counter doors.

1. Cornell Iron Works – basis of design

2. Amarr

3. Cookson Company

4. Clopay

5. Overhead Door Corporation

6. Raynor Garage Doors

7. Wayne-Dalton Corp

8. McKeon Rolling Steel Door Company

4. Substitutions: Refer to Section 016000 – Product Requirements.

2.2 MATERIALS

OVERHEAD COILING DOORS 083323 - 3

A. Insulated Over Head Coiling Doors - as Cornell ESD30

1. Electric Operation:

a. Operator: Electric motor.

b. Furnish manual override in case of power failure.

2. Curtain: Air infiltration rate of less than .3 CFM/FT2, as tested per ASTM E283 validated by an independent testing agency. Test report required.

3. Fabrication: Slat Material: No. 6F, (Listed Exterior/Interior): Galvanized

Steel/Galvanized Steel: Minimum 24/24 gauge, Grade 40, ASTM A 653 galvanized steel zinc coating.

4. Insulation: 7/8 inch (22 mm) foamed-in-place, closed cell urethane.

5. Total Slat Thickness: 15/16 inch (24 mm)

6. Flame Spread Index of 0 and a Smoke Developed Index of 10 as tested per ASTM

E84;

7. R-value: 8.0

8. STC Rating: Sound Transmission Class (STC) rating up to 30 for the curtain and up to 22 for the entire assembly.

9. Exterior Slat Finish: GalvaNex™ Coating System (Stock Colors): ASTM A 653 galvanized base coating treated with dual process rinsing agents in preparation for chemical bonding baked-on base coat and gray baked-on polyester enamel finish coat.

10. Interior Slat Finish: GalvaNex™ Coating System (Stock Colors): ASTM A 653 galvanized base coating treated with dual process rinsing agents in preparation for chemical bonding baked-on base coat and gray baked-on polyester finish coat

11. Endlocks: Fabricate interlocking sections with high strength galvanized cast iron endlocks on alternate slats each secured with two ¼” (6.35 mm) rivets. Provide windlocks as required to meet specified wind load. Galvanized cast iron

12. Bottom Bar Configuration: Insulated Bottom Bar: Reinforced extruded aluminum interior face with full depth insulation and exterior skin slat to match curtain material and gauge. Minimum 4” tall x 1-1/16” thickness. Finish: Exterior: Match slats. Interior: Powder coat to match slats. Air Infiltration Certification Label:

Must be affixed to bottom bar

13. Guides. Fabrication: Thermal break required. Minimum 3/16 inch (4.76 mm) structural steel angles. Provide windlock bars of same material when windlocks are required to meet specified wind load. Top of inner and outer guide angles to be flared outwards to form bellmouth for smooth entry of curtain into guides. Provide removable guide stoppers to prevent over travel of curtain and bottom bar. Top 16

½” (419.10 mm) of coil side guide angles to be removable for ease of curtain installation and as needed for future curtain service. Finish: Powder Coat (Stock

Colors): Zirconium treatment followed by a gray baked-on polyester powder coat;

minimum 2.5 mils (0.065 mm) cured film thickness.

14. Counterbalance Shaft Assembly. Barrel: Steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches per foot (2.5 mm per meter) of width.

Spring Balance: Oil-tempered, heat-treated steel helical torsion spring assembly designed for proper balance of door to ensure that maximum effort to operate will not exceed 25 lbs (110 N). Provide wheel for applying and adjusting spring torque.

15. Brackets. Fabricate from minimum 3/16 inch (5 mm) steel plate with permanently lubricated ball or roller bearings at rotating support points to support

OVERHEAD COILING DOORS 083323 - 4

counterbalance shaft assembly and form end closures. Finish: Powder Coat (Stock

Colors): Zirconium treatment followed by a gray baked-on polyester powder coat;

minimum 2.5 mils (0.065 mm) cured film thickness.

16. Hood: Minimum 24 gauge galvanized steel with reinforced top and bottom edges.

Provide minimum 1/4 inch (6.35 mm) steel intermediate support brackets as required to prevent excessive sag. Finish: GalvaNex™ Coating System (Stock

Colors): ASTM A 653 galvanized base coating treated with dual process rinsing agents in preparation for chemical bonding baked-on base coat and gray baked-on polyester finish coat.

17. Weatherstripping. Bottom Bar: Manually Operated Doors: Replaceable, bulb-style, compressible EDPM gasket extending into guides. Guides: Replaceable vinyl strip on guides sealing against both sides of curtain. Lintel Seal: Double brush seal with EPDM sandwiched between the two brush seals at door header to impede air flow. Hood: Neoprene/rayon baffle to impede air flow above coil.

18. Manual ControlGard Chain Hoist: Provide chain hoist operator with endless steel chain, chain pocket wheel and guard, geared reduction unit, and chain keeper secured to guide. Chain hoist to include integral brake mechanism that will immediately stop upward or downward travel and maintain the door in a stationary position when the hand chain is released by the user

19. Operator Cover: Minimum 24 gauge galvanized steel cover to enclose exposed moving operating components at coil area of unit. Finish to match door hood.

20. Locks: Electric Doors

a. Manufacturer's standard cylinder locking system to secure door.

b. Interlock with motor to prevent motor from operating when lock is activated.

2.3 OPERATION

A. Motor Operation: Standard Use Industrial Duty Gear Head Operator:

1. The operator must not extend above or below the door coil when mounted front-of-coil.

2. Totally Enclosed Non Ventilated gear head operator(s) rated 1/2 hp as recommended by door manufacturer for size and type of door, 120 Volts, 3

Phase, 60 HZ A.C.

3. Provide complete with electric motor and factory pre-wired motor control terminals, maintenance-free solenoid actuated brake, and control station(s).

4. Motor shall be high starting torque, industrial type, protected against overload with an auto-reset thermal sensing device.

5. Primary speed reduction shall be heavy-duty, lubricated gears with mechanical braking to hold the door in any position.

6. Operator shall be equipped with an emergency manual chain hoist assembly that safely cuts operator power when engaged. A disconnect chain shall not be required to engage or release the manual chain hoist.

7. Operator drive and door-driven sprockets shall be sized for #50 roller chain.

8. Provide an integral motor mounted interlock system to prevent damage to door and operator when mechanical door locking devices are provided.

9. Operator shall be capable of driving the door at a speed of up to 9” per second or as recommended for door size.

OVERHEAD COILING DOORS 083323 - 5

10. Fully adjustable, driven linear screw-type cam limit switch mechanism shall synchronize the operator with the door.

11. The electrical contractor shall mount the control station(s) and supply the appropriate disconnect switch, all conduit and wiring per the motor operator wiring instructions.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that opening sizes, tolerances and conditions are acceptable.

3.2 INSTALLATION

A. Install door unit assembly in accordance with manufacturer's instructions.

B. Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress.

C. Securely and rigidly brace components suspended from structure.

D. Fit and align assembly including hardware; level and plumb, to provide smooth operation.

E. Coordinate installation of sealants and backing materials at frame perimeter as specified in Section 079000.

3.3 ERECTION TOLERANCES

A. Maintain dimensional tolerances and alignment with adjacent work.

B. Maximum Variation From Plumb: 1/16 inch.

C. Maximum Variation From Level: 1/16 inch.

D. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch per 10 ft straight edge.

3.4 ADJUSTING

A. Adjust grille, hardware and operating assemblies for smooth and noiseless operation.

3.5 CLEANING

A. Clean grille and components.

B. Remove labels and visible markings.

END OF SECTION

BM#1

BM#2

F.F.E. 950.0

F.F.E.: 949.5

75' CONSTRUCTION EASEMENT

L22

L2

L2

L25 L26

L2

L29

L3

100'

L28

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ EJ EJ

EJ

EJ

STRUCTURAL SLAB - NO

CONTROL JOINTS

GALVANIZED POST

TS 6" X 6" X 1

4"

GALVANIZED GATE FRAME

TS 2" X 4" X 1/8"

GALVANIZED INTERMEDIATE

TS 1" X 2" X12 GA.

HEAVY DUTY HINGE: GUARDIAN #2000.200

GALVANIZED, RATED @ 3000# PER PAIR

CONCRETE

PAVING

B

1" CORE THRU PAVEMENT TO

RECEIVE DROP PIN IN CLOSED

POSITION.

LOCKABLE HEAVY DUTY

GATE LATCH

12"X12"X1" BASE PLATE WITH (4) 34"

ANCHOR RODS - 12" EMBED

#4 BARS @ 12" O.C. E.W.

SEE STRUCTURAL DRAWINGS FOR

SCREEN WALL FOOTING

2"X4"X 1

8" GALVANIZED T.S. GATE FRAME

1" X 1" X 1

4" GALVANIZED ANGLE

7.25" X 1" DECK BOARDS, TIMBERTECH VINTAGE COLLECTION,

WEATHERED TEAK OR EQUAL

1" X 3"X 1

8" GALVANIZED T.S.

1" X 1" X 1

4" GALVANIZED ANGLE

1" X 3"X 1

8" GALVANIZED T.S.

2"X4"X 1

8" GALVANIZED T.S. GATE FRAME

2"X4"X 1

8" GALVANIZED T.S. GATE FRAME

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

609-C91E-Z001-A26

10/10/2025

KYTC D-11 CLAY COUNTY MATERIAL LAB

ML

CH

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

10/22/2025

( IN FEET )

20 10 20 40

1 inch = 20 ft.

LAYOUT PLAN

C1.0

LAYOUT NOTES

1. DIMENSIONS ARE NOT TO BE SCALED. SHOULD DISCREPANCIES OCCUR WITH DIMENSIONS ON THESE PLANS, NOTIFY CARMAN FOR

CLARIFICATION.

2. PRIOR TO CONSTRUCTION OR DEMOLITION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, SO THAT NEW CONSTRUCTION WILL NOT DAMAGE OR INTERFERE WITH EXISTING UTILITY LINES. SHOULD DAMAGE OCCUR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR

AND/OR REPLACE SAID DAMAGE AT THE CONTRACTOR'S EXPENSE.

3. CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL CONTROL STAKING FOR THE CONSTRUCTION OF ALL SITE IMPROVEMENTS.

4. COORDINATES AND ELEVATIONS PROVIDED ON THESE PLANS ARE BASED ON DATUM PROVIDED BY THE SURVEYOR.

5. THE CONTRACTOR SHALL UTILIZE COORDINATES FROM ELECTRONIC PLAN FILE FOR THE PURPOSE OF LAYOUT OF ALL SITE IMPROVEMENTS. THE

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT/CIVIL ENGINEER OF DISCREPANCIES BETWEEN THE PLANS AND THE ELECTRONIC FILE.

6. COORDINATES PROVIDED ON THE BUILDING CORNERS ARE TO BE USED FOR BUILDING ORIENTATION. COORDINATES ARE NOT TO BE USED FOR

FOOTING AND/OR FOUNDATION LAYOUT.

7. IT IS THE CONTRACTOR'S OR SUBCONTRACTOR'S RESPONSIBILITY TO OBTAIN AND UTILIZE THE MOST CURRENT CONTRACT PLAN AND

SPECIFICATION DOCUMENTS.

8. ALL PARKING LOT LINES SHALL BE 4" PAINTED AS INDICATED AND MEASURED CENTER TO CENTER.

9. ALL DIMENSIONS ARE TAKEN AT FACE OF CURB WHERE APPLICABLE.

10. ALL WORK, CONSTRUCTION REQUIREMENTS, AND PERFORMANCE STANDARDS SHALL COMPLY WITH LOCAL AND STATE STANDARDS.

11. NO MATERIAL SHALL BE WASTED IN A FLOOD PLAIN.

12. EXISTING SITE SURVEY INFORMATION PROVIDED BY: RMJE, 3213 SUMMIT SQUARE PLACE, SUITE 100, LEXINGTON, KY, 40509, (859) 543-1256

13. ALL HORIZONTAL AND VERTICAL STAKING IS TO BE BASED ON LOCAL BENCHMARK PROVIDED BY THE SURVEYOR.

14. EXPANSION JOINT MATERIAL IS TO BE USED ANYTIME NEW CONCRETE SIDEWALK, CURB OR PAVEMENT IS INSTALLED ADJACENT TO EXISTING

CONCRETE SIDEWALK, CURB, PAVEMENT, FOOTING, BUILDING OR OTHER VERTICAL STRUCTURES.

15. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL JOBSITE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA)

16. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LIMITS OF CONSTRUCTION ASSOCIATED WITH THIS PLAN. NO WORK SHALL EXTEND

BEYOND THE LIMITS OF CONSTRUCTION OR BEYOND ANY PROPERTY OR LEASE LINES. SHOULD THESE PLANS INDICATE WORK BEYOND THESE LIMITS, THE CONTRACTOR SHALL EXPLICITLY RECEIVE WRITTEN PERMISSION FOR THE WORK TO EXTEND BEYOND PROJECT LIMITS OR BEYOND PROPERTY/LEASE LINES. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/CIVIL ENGINEER SHOULD THIS CONDITION ARISE.

17. ALL PAVED AREAS INCLUDING SIDEWALKS, PARKING AREAS, SERVICE AREAS, ETC. ARE SPECIFIED WITH MATERIALS FOR THE INTENDED FINAL USE OF EACH AREA. THE AREAS ARE NOT SPECIFIED TO BE USED FOR TEMPORARY CONSTRUCTION TRAFFIC. SHOULD THE CONTRACTOR INSTALL OR CONSTRUCT THE PAVED AREA AS SPECIFIED AND THEN UTILIZE FOR TEMPORARY CONSTRUCTION ACTIVITY, THE CONTRACTOR AT NO COST TO THE OWNER SHALL REPAIR AND/OR RECONSTRUCT THE AREAS WITH REGARDS TO MEETING MATERIAL SPECIFICATIONS, SUBSEQUENT

STABILIZATION AND GRADING PRIOR TO CONSTRUCTION OF FINAL PAVEMENT SURFACES.

18. CONTRACTOR SHALL COORDINATE ANY WALKING SURFACE PAVEMENT FINISH, TEXTURE, AND MATERIAL WITH THE LANDSCAPE ARCHITECT/CIVIL ENGINEER PRIOR TO INSTALLATION. THIS COORDINATION SHALL INCLUDE MOCK-UP INSTALLATION OF THE VARIOUS PAVEMENT TYPES THAT SHALL INCLUDE THE PAVEMENT MATERIAL, TEXTURE, PAVER TYPES, PATTERNS, PAVEMENT SCORING TYPE AND TEXTURE OF FINISH.

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT/CIVIL ENGINEER AFTER THE MOCK-UP IS COMPLETED FOR APPROVAL.

19. SHOP DRAWINGS THAT DEPICT ANY VISIBLE SITE COMPONENTS SUCH AS RAILINGS, SITE ACCESSORIES, WALL HARDWARE, BOLLARDS, SIGNS, FLAG POLES, TREE GRATES, BIKE RACKS, OR OTHER SITE COMPONENT THAT HAS A VISIBLE CHARACTER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT/CIVIL ENGINEER AT LEAST 90 DAYS PRIOR TO SUBSTANTIAL COMPLETION OR THE NECESSARY SCHEDULED TIME FOR INSTALLATION

OF THE COMPONENT.

20. ALL SITE CONCRETE SHALL BE 4500 PSI.

21. ALL SIDEWALKS AND WALKING SURFACES HAVE BEEN DESIGNED FOR COMPLIANCE WITH LOCAL, STATE AND FEDERAL ACCESSIBILITY

GUIDELINES. THE CONTRACTOR SHALL VERIFY CROSS AND LONGITUDINAL GRADIENTS FOR COMPLIANCE AFTER GRADE STAKES OR FORMS ARE “SET” AND PRIOR TO INSTALLATION OF PAVEMENT SURFACE AS SPECIFIED. THE CONTRACTOR SHALL VERIFY THAT LONGITUDINAL GRADIENTS DO NOT EXCEED 5.0% ON ACCESSIBLE ROUTES WITHOUT LANDINGS OR HANDRAILS OR 8.2% ON ACCESSIBLE ROUTES WITH LANDINGS AND

HANDRAILS AND CROSS SLOPES DO NOT EXCEED 2.0% ON ANY ACCESSIBLE ROUTE.

22. THESE SITE PLANS DO NOT RECOMMEND OR LOCATE ANY SHORING TECHNIQUES AS THIS IS A MEANS AND METHODS PERFORMANCE BY THE CONTRACTOR. SHOULD THE CONTRACTOR CHOOSE TO UTILIZE SHORING FOR ANY PURPOSE, THE CONTRACTOR WILL BE REQUIRED TO MEET ANY AND ALL REQUIREMENTS FOR SHORING THAT IS REQUIRED BY LOCAL, STATE, OR FEDERAL AGENCIES, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ANY SURFACE OR SUBSURFACE CONFLICTS THAT MAY OCCUR WITH THE LOCATION OR DEPTH OF ANY SHORING METHODS THE CONTRACTOR MAY EMPLOY.

23. THE CONTRACTOR SHALL KEEP SITE IMPROVEMENT PLANS AT THE SITE AT ALL TIMES WITH A RECORD OF ANY DESIGN MODIFICATIONS THAT HAVE

OCCURRED WITH ANY SITE IMPROVEMENTS.

24. THE CONTRACTOR SHALL NOT UTILIZE THE AREAS OUTSIDE OF LIMITS OF WORK FOR CONSTRUCTION STAGING, MATERIAL STORAGE OR WORKFORCE PARKING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING PRE-CONSTRUCTION CONDITIONS AT THE END OF

CONSTRUCTION AND DEMOBILIZATION OF THE SITE.

SCALE:

DUMPSTER GATE FRONT VIEWA 3/8" = 1'-0"

SCALE:

DUMPSTER GATE SECTIONB 1/2" = 1'-0"

ADDENDUM #1 11/25/25

F.F.E.: 949.5

75' CONSTRUCTION EASEMENT

L22

L2

L2

L25 L26

L2

L29

L3

100'

L28

BM#1

BM#2

F.F.E. 950.0

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

609-C91E-Z001-A26

10/10/2025

KYTC D-11 CLAY COUNTY MATERIAL LAB

ML

CH

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

10/22/2025

( IN FEET )

20 10 20 40

1 inch = 20 ft.

GRADING & DRAINAGE PLAN

C3.0

BM#1

BM#2

F.F.E. 950.0

F.F.E.: 949.5

75' CONSTRUCTION EASEMENT

L22

L2

L2

L25 L26

L2

L29

L3

100'

L28

SAN MH #1 (BY OWNER)

RIM: 945.2

INV UP: 938.55

INV DN: 938.45

N: 3577086.1776 E: 5498435.8399

5' LATERAL STUB FOR

MATERIALS LAB (6" SDR 35)

W/CAP AND REBAR LOCATOR

167 L.F. 6" SAN. LATERAL @ 1.0% MIN.

33 4

1OIL/WATER SEPARATOR

SEE MEP PLANS

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

609-C91E-Z001-A26

10/10/2025

KYTC D-11 CLAY COUNTY MATERIAL LAB

ML

CH

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

10/22/2025

( IN FEET )

20 10 20 40

1 inch = 20 ft.

SANITARY PLAN

C6.0

TWO-WAY CLEANOUT

SCALE: NTSA

S L O

P E

PLAN NOTES

1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATION AND ARE

REFERENCED FROM FINISHED FIRST FLOOR REFERENCE ELEVATION (0'-0").

2. CENTER ALL GRADE BEAMS ON WALL CENTERLINES, U.N.O.

3. SEE DWG S-1.1 FOR GENERAL NOTES.

4. SEE DWG S-1.2 FOR STRUCTURAL SPECIAL INSPECTION NOTES.

5. SEE DWG S-3.1 FOR TYPICAL FOUNDATION DETAILS.

6. SEE DWG S-4.1 FOR TYPICAL FRAMING DETAILS.

7. SLAB ON GRADE SHALL BE PLACED ON VAPOR RETARDER (SEE SPECIFICATIONS)

OVER 6" MINIMUM COMPACTED DENSE GRADED AGGREGATE (D.G.A.). DO NOT PLACE

VAPOR RETARDER BELOW EXTERIOR SLAB. SEE PLAN. DENSE GRADED AGGREGATE

SHALL BE LASER SCREEDED TO MAXIMUM TOLERANCE +1/4" (HIGH) / -3/4" (LOW).

8. REINFORCE SLABS ON GRADE AT RE-ENTRANT CORNERS PER DETAIL H/S-3.1.

REINFORCING BARS MAY NOT BE SHOWN GRAPHICALLY ON PLAN IN ALL LOCATIONS.

9. PERIMETER GRADE BEAMS SHALL BE FURNISHED WITH A LEAN CONCRETE MUD MAT

FULL WIDTH OF TRENCH EXCAVATION SUITABLE FOR FORMING.

10. CONCRETE SLAB ON GRADE SHALL BE CAST MONOLITHICALLY. PLUMBING AND OTHER

UTILITIES SHALL BE INSTALLED UNDERNEATH D.G.A. BASE. COORDINATE M.E.P. STUB-

UPS, SLAB RECESS AND SLOPES, ETC., PRIOR TO COMMENCING CONSTRUCTION.

BLOCKOUTS IN SLAB ARE NOT PERMITTED.

11. CONCRETE MAT FOUNDATION SYSTEM SHALL NOT BE CUT, ALTERED, OR OTHERWISE

MODIFIED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE STRUCTURAL

ENGINEER OF RECORD.

12. MAINTAIN THE MINIMUM SLAB THICKNESS SHOWN ON PLAN AT ALL RECESSED OR

SLOPED AREAS.

LEGEND

= TOP OF STEEL BEAM ELEVATION REFERENCED FROM

FINISHED FIRST FLOOR REFERENCE ELEVATION (0'-0").

(+16'-3 1/2")

= 1 1/2" 20 GA GALVANIZED WIDE RIB STEEL ROOF DECK.

= ROOF SLOPE.

1.5WR20

= WALL BELOW DECK.

STEEL BEAM SIZE.

W14x22

= CANTILEVERED BEAM END. SEE SECTIONS.CANT

= GRADE BEAM. SEE SCHEDULE.GB1

= TOP OF GRADE BEAM ELEVATION.(-1'-4")

= FOUNDATION DRAIN. PRESET ALL PENETRATIONS BEFORE PLACING SLAB.

COORDINATE LOCATIONS W/ M.E.P. DWGS. REINFORCE AROUND OPENINGS

PER DETAIL /S-3.1 .

FD

E/S-3.1

D/S-3.1

+X'-X"

SD=X"

= TOP OF STEEL (BOTTOM OF DECK) SPOT ELEVATION.

SLOPE STEEL EVENLY BETWEEN POINTS. DROP SUPPORT

BEAMS/ BEARING PLATES BY DEPTH OF BEAM SEAT (SIGNIFIED

AS SD - SEAT DEPTH OR CSD - COPED SEAT DEPTH). REFER TO

DETAIL FOR BEAM SEAT INFORMATION AND FOR

COPED SEAT DEPTH. SEAT DEPTH GIVEN AT CENTERLINE OF

GIRDER OR END OF BEARING PLATE NEAREST CENTER OF

BEARING WALL.

= C.M.U. WALL REINFORCED W/ #5@32" O.C. VERT

CENTERED IN CORE.

K/S-4.1

= ZINC-RICH PRIMED. SEE SPECIFICATIONS.ZRP

= STEEL BEARING PLATE. SEE DETAIL .BP1

= MASONRY LINTEL. SEE DETAIL FOR SCHEDULE.ML8

= BEAM BOTTOM FLANGE BRACE. SEE DETAIL .FB1

C/S-4.1

G/S-4.1

B/S-4.1

= MASONRY NON-BEARING PARTITION WALL. SEE ARCH DWGS

FOR WALL THICKNESS, TYPE AND LAYOUT.

L/S-4.1

= 1 1/2" 20 GA GALVANIZED AND PRIME-PAINTED WIDE RIB STEEL

ROOF DECK.GPP

1.5WR20

= STEP GRADE BEAM. SEE DETAIL .SGB H/S-3.1

TAG NOTES

EDGE ANGLE AT ROOF PERIMETER SHALL BE MINIMUM 2-SPAN CONTINUOUS

FROM CORNERS. MITER CORNERS AND FIELD WELD WITH PARTIAL

PENETRATION SQUARE GROOVE WELD (BUTT JOINT) W/ 3/16" EFFECTIVE

THROAT ON ONE SIDE, EACH LEG.

PRE-FABRICATED CANOPY SUPPORTED BY C.M.U. WALL. REFER TO DET

FOR MORE INFORMATION. COORDINATE WITH ARCH DWGS.

REINFORCE EACH CELL BETWEEN OPENINGS W/ #5 VERT PER CELL AND

GROUT SOLID.

SILL SHALL BE 16" BOND BEAM BELOW OPENING. SEE DET A/S-4.1.

EXTERIOR SLAB SHALL HAVE CORROSION INHIBITING AND AIR-ENTRAINING

ADMIXTURES. SEE SPECIFICATIONS. DO NOT PLACE VAPOR RETARDER BELOW

EXTERIOR SLAB. VAPOR RETARDER SHALL ONLY EXTEND TO EDGE OF

CONDITIONED SPACE. SEE DET FOR VAPOR RETARDER DETAILS.A/S-3.1

REFER TO CIVIL/SITE DWGS FOR SLOPE OF SLAB AND EXTENTS.

STRUCTURAL SLAB SHALL HAVE THICKNESS DESIGNATED BY SLAB TAG AT

THE LOW POINT OF THE SLOPE.

D/S-4.2

7 REFER TO DETAIL SIM.H/S-4.2

REINFORCE (4) FULL-HEIGHT CELLS AT EDGE OF CANOPY W/ #5 VERT PER

CELL AND GROUT SOLID.

A/S-4.1

M.E.P. PENETRATION IN SLAB. SEE M.E.P. DWGS FOR LOCATION.

PENETRATION SHALL NOT EXTEND THROUGH GRADE BEAM.

PROJECT TRUE

N

S

W E

N

S

W

E

A

1 2

G B

1' -4

G

B

1'

-4

G B

'-6

G

B

1'

-4

G B

1' -4

G

B

1'

-4

GB1 (-1'-4")GB1 (-1'-4")

GB1 (-1'-4") GB1 (-1'-4")

'-6

/4

GB1 (-1'-4")

G B

1' -4

GB1 (-1'-4")

GB1 (-1'-4")

W/ #6@12" O.C

8" S.O.G.

EA WAY

7 5/8" 26'-0 3/8" 7 5/8" 22'-0 3/8" 7 5/8"

1'-2" 21'-7 5/8" 6 3/8" 7 5/8"

1'-3 1/4" 48'-8 3/8" 1'-3 1/4"

51'-2 7/8"

NOTES:

1. THE OWNER HAS ELECTED TO USE A MAT FOUNDATION SYSTEM.

THE OWNER UNDERSTANDS THE RISKS, HAS ACKNOWLEDGED

THESE RISKS, AND HAS ACCEPTED THE HIGHER LEVEL OF RISK

ASSOCIATED WITH THIS FOUNDATION SYSTEM.

2. DO NOT SAWCUT CONTRACTION JOINTS IN SLAB.

3. ALL M.E.P. PENETRATIONS SHALL BE COORDINATED PRIOR TO

SLAB POUR. CONTACT ARCHITECT FOR ANY PENETRATIONS THAT

DIFFER FROM WHAT IS SHOWN ON FOUNDATION PLAN.

4. REFER TO THE MAT FOUNDATION NOTES ON THIS SHEET & THE

MAT FOUNDATION COMMENTARY IN THE GENERAL NOTES ON

SHEET S-1.1 FOR MORE INFORMATION.

GB1 (-1'-4")

GB1 (-1'-4")

G B

1' -4

G B

1' -4

G B

1' -4

G B

1' -4

W/ #6@12" O.C

8" S.O.G.

EA WAY

2'-9 13/16"

1'-2 3/16"

23'-11 5/8"

'-6

/8

9'

-1

7/ 8"

1' -3

/4

'-4

/8

'-4

/8

'-4

/8

1' -3

/4

8'

-9

/8

1' -2

9' -5

/2

5/

8"

5/ 8"

F

S-3.2

E

S-3.2

W/ #6@12" O.C

8" S.O.G.

EA WAY

A

S-3.2

G

S-3.2

1' -1

/8

1'-1 5/8"

1' -1

/8

1'-1 5/8"

1'-8"

1' -8

B

S-3.2

E

S-3.2

E

S-3.2

TYP

B

S-3.2 _______A

S-3.2

A

S-3.2

A

S-3.2

G

S-3.2 _______ G

S-3.2

G

S-3.2 _______ G

S-3.2

G

S-3.2

A

S-3.2

SIM

SIM SIM

SIM

FD

FD

FD

FD

7 5/8"

6"

UTILITY LINES

SEE M.E.P. DWGS

LINES SHALL BE

OUTSIDE OF INFLUENCE

ZONE PER DET

TYP

B/S-3.1

F

S-3.2 _______ G

S-3.2

FD9

SGB

SGB

SGB

SGB

A

1 2

1.

W

R

G P

P

1.

W

R

W14x22

'-6

/8

C S

D

/8

'-0

/2

S D

1'

-4

'-9

/1 6"

C S

D

/1 6"

A

S-4.2

C

S-4.2

F

S-4.2

G

S-4.2

49'-11 5/8"

F

S-4.2

A

S-4.2

M L

M L

M L

M L

M L

M L

ML16

ML16 ML24

ML16

ML24

M L

M L

M L

ML32ML24ML24ML16

ML16

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

H

I & LO

W

BP1

W14x22

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP2

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

BP1

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

'-7

/8

C S

D

5/

8"

W14x22

M L2

(L

O W

7 5/8" 26'-0 3/8" 7 5/8" 22'-0 3/8" 7 5/8"

7 5/8" 6" 21'-7 5/8" 6 3/8"

23'-3 5/8"

'-9

/8

5/

8"

'-0

/8

5/

8" 9'

-5

/2

'-1

/4

W x3

'-3

/2

W x3

S

P A

'-0

4' -0

4' -8

/4

4'

-8

/4

6'-0"

HSS4x4x3/8

6'-0"6'-0"

6'-0"

HSS4x4x3/8

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

W14x22

5' -0

/1

6" 5'

-0

/1 6"

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT

CANT (HI)

CANT (HI)

CANT (HI)

0"

M L8

H

I) M

L8

H I)

M L8

H

I) M

L8

H I)

M L8

H

I) M

L8

H I)

M L8

H

I) M

L8

H I)

CANT (HI)

CANT (HI)

CANT

(HI)

CANT (HI)

CANT (HI)

CANT (HI)

CANT (HI)

CANT (HI)

CANT (HI)

CANT

CANT

F B

E

S-4.2

B

S-4.2 _______ D

S-4.2

TYP

1 (HI)

C

S-4.2

C

S-4.2

B

S-4.2

D

S-4.2

C

S-4.2

B

S-4.2 _______ B

S-4.2

HSS4x4x3/8

6'-0"

HSS4x4x3/8

H

S-4.2

CONT BENT PL 4x10 1/2

CONT BENT

PL 4x10 1/2

CONT BENT PL 4x10 1/2 CONT PL 1/4

'-5

/1 6"

'-9

/8

BP2

6'-0"

1'-8" 1'-8"EQ EQ

W14x22

F B

F B

HSS TO BE CENTERED ON WALL

HSS GRAPHICALLY OFFSET FOR

CLARITY DUE TO ML LOCATION

TYP

0"

HSS4x4x3/8HSS4x4x3/8

0"

HSS TO BE CENTERED ON WALL

HSS GRAPHICALLY OFFSET FOR

CLARITY DUE TO ML LOCATION

TYP

MAT FOUNDATION NOTES

1. AT 7 DAYS AFTER THE FOUNDATION SLAB POUR, THE CONTRACTOR SHALL PERFORM AN

ELEVATION SURVEY BY A LICENSED LAND SURVEYOR OF THE FINISHED FLOOR SURFACE

OF THE MAT FOUNDATION. SURVEY POINTS SHALL BE TAKEN AT INTERVALS OF 10’-0” O.C.

IN EACH DIRECTION, BE TO 1/8” TOLERANCE, AND BE REFERENCED FROM MEAN SEA

LEVEL. SUBMIT SURVEY RESULTS FOR RECORD AS ELECTRONIC PDF COPY.

2. REGARDING CONSTRUCTION SEQUENCING, INTERIOR MAT SLAB SHALL BE CAST IN ONE

PLACEMENT. CHECKERBOARD PATTERN POURS (SOMETIMES USED TO REDUCE

SCHEDULE AND FORMING) WILL NOT BE PERMITTED.

3. GRADE BEAMS SHALL NOT BE EARTHEN FORMED. LEFT-IN-PLACE METAL, WOOD, ETC.,

FORM SYSTEMS ARE NOT PERMITTED.

4. MUD MAT BELOW PERIMETER GRADE BEAMS IS FOR TEMPORARY SUPPORT AND

ATTACHMENT OF FORMS. MUD MAD SHALL EXTEND ON EACH SIDE OF GRADE BEAM BY 6"

MINIMUM.

5. ALL EXCAVATIONS FOR UTILITY TRENCHES WITHIN THE BUILDING FOOTPRINT SHALL BE

BACKFILLED WITH EXCAVATABLE FLOWABLE FILL. UTILITY EXCAVATIONS PLACED AFTER

GRADE BEAM EXCAVATIONS SHALL BE FORMED FLUSH WITH FACE OF PROPOSED GRADE

BEAM DURING BACKFILL.

FINISHED FLOOR

STEEL COLUMN

NOTES:

1. GROUT SHALL BE 8,000 P.S.I. NON-SHRINK, NON-METALLIC GROUT.

2. LEVELING PLATES ARE OPTIONAL.

3. ANCHOR RODS SHALL BE ASTM F1554 ROD WITH NUTS AND WASHERS AS SHOWN.

WELD BOTTOM NUT (BELOW) TO ANCHOR ROD PRIOR TO INSTALLING ROD.

4. HOLES IN BASE PLATES SHALL BE 5/16" OVERSIZE, UNLESS NOTED OTHERWISE.

TYPE A

T Y

P 2"

TACK

TYP

M

IL

L F

IN

IS

H B

O T

O F

C O

L U

M N

S H

IM

G R

O U

T 2"

M

IN

M

IN

1' -0

1/4x2x2 PLATE WASHERS

AT EACH ANCHOR ROD

SEE COLUMN SCHEDULE

FOR ANCHOR RODS

5/16

E Q

E Q

EQ EQ

LEVEL 1 LEVEL 1

0" 0"

UPPER OVERHANG UPPER OVERHANG

20'-2 3/8" 20'-2 3/8"

Column Locations

A-1 A-2

3/4x16x16

(4) 3/4"ø

A

SEE NOTE 2

3/4x16x16

(4) 3/4"ø

A

SEE NOTE 2

Z R

P H

S S

8x 8x

/8

Z R

P H

S S

8x 8x

/8

COLUMN SCHEDULE NOTES:

1. COLUMN TO BEAR ON GRADE BEAM BELOW. SEE PLAN FOR TOP OF GRADE BEAM ELEVATION. COORDINATE BOTTOM

OF BASE PLATE ELEVATION WITH SUPPORTING GRADE BEAM ELEVATION AND WITH DETAIL TO THE LEFT.

2. SEE DET FOR COLUMN CAP PLATE BELOW CANTILEVERED BEAMS.H/S-4.1

JEFFREY K.

ALEXY

30698

C

L I CENSED

BROW N

KUBICAN, PSC

Y K

C U

TNEKFO

E

T A

T S

R E

E

NI

GNELANOI

S

S

E F

O R

P

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E

DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

A/E SEAL

DRAWING INFORMATION

JKA

AM

10/22/25

11/24/2025 10:33:04 AM

BK 23137-41

609-C91E-Z001-A261

10/22/2025

S-2.1

KYTC D-11 CLAY COUNTY MATERIALS LAB

FOUNDATION & FRAMING PLAN

1/8" = 1'-0"S-2.1

A MATERIALS LAB FOUNDATION PLAN

1/8" = 1'-0"S-2.1

B MATERIALS LAB ROOF FRAMING PLAN

NOT TO SCALES-2.1

C TYPICAL STEEL COLUMN SCHEDULE AND BASE PLATE DETAIL

STEEL COLUMN SCHEDULE

BASE PLATE

ANCHOR RODS

BASE PL TYPE

CAP PLATE

NOTES

1 Addendum #1 11/25/25

10'

MAX

4" UP TO FCO

i.e.=(-3'-0")

4" UP TO

FD-1-TP

(TYP 3)

4" UP TO

FD-2-TP

4" SAN UP2" SAN UP 2" SAN UP

2" SAN UP

2" SAN UP

4" V UP

2" V UP

2" V UP

i.e.=(-4'-6")

1/2" DCW

1/2" DCW

1/2" DCW

OIL SEPARATOR EQUAL TO

STRIEM OS-100-SS, 100 GPM,

250 GALLON CAPACITY

PROVIDE 36" RISER TO

EXTEND TO FINISHED SLAB

INSTALL PER MANUFACTURER

RECOMMENDATIONS

GCO

4" SAN

4" SAN

3/4" NG UP

4" OW

4" OW

4" OW

4" OW

4" OW

4" OW

4" SAN

4" SAN

1/2" DCW TO TRAP

PRIMER CONNECTION

(TYPICAL)

2-WAY

CLEANOUT

1" DCW 1" DCW UP

1" DCW-VERIFY

EXACT LOCATION

i.e. = (-4'-0")

2" V UP

4" UP TO FCO

i.e.=(-4'-0")

4" SAN

OFFSET PIPING TO

AVOID GRADE BEAM

OFFSET PIPING TO

AVOID GRADE BEAM

4" SAN

OFFSET PIPING TO

AVOID GRADE BEAM

OFFSET PIPING TO

AVOID GRADE BEAM

OFFSET PIPING TO

AVOID GRADE BEAM

1/2" DCW FROM

TRAP PRIMER

2" OV UP

3" UP TO MB-1

C E N ENFO

SE

ENOIS AL

GN

I

E

AT

P R

S

T K

E

GREG W.

KRAESZIG

L I S

D RE

Y

EFO K

C

TN

U

24762

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E

DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

2343 Alexandria Drive Suite 200 Lexington, Kentucky 40504 Tel: (859) 271-3246 Email: kfi@kfi-eng.com 10/22/25

11/24/2025 11:40:28 AM

25-0947.00

609-C91E-Z001-A261

10/22/25

M2.0

KYTC D-11 CLAY COUNTY MATERIALS LAB

UNDER FLOOR PLUMBING PLAN

BAS

GWK

1/4" = 1'-0"M2.0

1 UNDERFLOOR PLUMBING PLAN

ADDENDUM 1 11/25/25

OFFICE

ML-108

OFFICE

ML-107

OFFICE

ML-106

OFFICE

ML-105

OFFICE

ML-104

OFFICE

ML-103

RCPT.

ML-101

STORAGE

ML-115

SHAKER

ML-116

MATERIALS LAB

ML-114

CORR

ML-102

STOR.

ML-113

RR

ML-112

RR

ML-111

MECH.

ML-110

I.T.

ML-109

2" V

2" V

2" V

FCO

FD-1

FD-2-TP

SS-1

SS-1

L-1

L-1

WC-1A

WC-1A

4" V UP

TO VTR

2" V UP

TO 3" VTR

FD-1

FD-1

S-1

DF-1

2" OV DN

1-1/2" V DN

2" OV DN

4" OV DN

2" OV DN

4" OV UP

TO VTR

2" OV

2" OV

2" OV

2" V DN

1" CD

DROP CONDENSATE

LINE DOWN IN WALL

APPROXIMATELY 6" ABOVE GRADE WITH 90-DEG ELBOW FITTING DOWN

DROP CONDENSATE

LINE DOWN IN WALL

APPROXIMATELY 6" ABOVE GRADE WITH 90-DEG ELBOW FITTING DOWN

1" CD

1" CD

DROP DN

TO FD

C D

1" CD

1" CD

1" CD

C D

C D

C D

1" CD

C D

GRAVITY DRAIN

CONDENSATE

PUMPED

CONDENSATE

PUMPED

CONDENSATE

MB-1

1 1/2" V

C E N ENFO

SE

ENOIS AL

GN

I

E

AT

P R

S

T K

E

GREG W.

KRAESZIG

L I S

D RE

Y

EFO K

C

TN

U

24762

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E

DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

2343 Alexandria Drive Suite 200 Lexington, Kentucky 40504 Tel: (859) 271-3246 Email: kfi@kfi-eng.com 10/22/25

11/24/2025 11:40:29 AM

25-0947.00

609-C91E-Z001-A261

10/22/25

M2.1

KYTC D-11 CLAY COUNTY MATERIALS LAB

FIRST FLOOR SANITARY WASTE & VENT

BAS

GWK

1/4" = 1'-0"M2.1

1 FIRST FLOOR SANITARY WASTE & VENT PLUMBING PLAN

ADDENDUM 1 11/25/25

GRAVITY DRAIN

CONDENSATE

OFFICE

ML-108

OFFICE

ML-107

OFFICE

ML-106

OFFICE

ML-105

OFFICE

ML-104

OFFICE

ML-103

RCPT.

ML-101

STORAGE

ML-115

SHAKER

ML-116

MATERIALS LAB

ML-114

CORR

ML-102

STOR.

ML-113

RR

ML-112

RR

ML-111

MECH.

ML-110

I.T.

ML-109

WH-1

WH-1

SS-1

SS-1

HB-1

24" AFF

L-1

L-1

WC-1A

WC-1A

S-1

3/4" DCW

3/4" DHW

3/4" DCW

3/4" DCW

1/2" DHW

1" DCW

3/4" DHW

3/4" DHW

3/4" DCW

EWH-11" RP BFP

1/2" DCW DN TO

TRAP PRIMER

EQUAL TO PPP

MINI-PRIME MP-500

WATER TANK

(BY OTHERS)

STONE WASHER

(BY OTHERS)

1" DCW DN

3/4" DHW DN

1/2" DCW/DHW

TO SINK

DF-1

3/4" DCW

WH-1

1" NG

GAS METER

3/4" NG TO BURNER

BY OTHERS-PROVIDE

DIRT LEG, UNION AND

GAS COCK

3/4" DCW

WH-1

HB-1 TO BE

INSTALLED

ABOVE COUNTER

1" DCW FROM

BELOW

M7.0

1/2" DCW/DHW DN

PROVIDE BALL

VALVE (TYP)

WHA-2

3/4" DCW

3/4" DCW/DHW DN

ET-1

TMV-1

3/4" DCW/DHW

DN TO MB-1

HB-1

MB-1

C E N ENFO

SE

ENOIS AL

GN

I

E

AT

P R

S

T K

E

GREG W.

KRAESZIG

L I S

D RE

Y

EFO K

C

TN

U

24762

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E

DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

2343 Alexandria Drive Suite 200 Lexington, Kentucky 40504 Tel: (859) 271-3246 Email: kfi@kfi-eng.com 10/22/25

11/24/2025 11:40:31 AM

25-0947.00

609-C91E-Z001-A261

10/22/25

M2.2

KYTC D-11 CLAY COUNTY MATERIALS LAB

FIRST FLOOR DOMESTIC WATER PLUMBING

BAS

GWK

1/4" = 1'-0"M2.2

1 FIRST FLOOR DOMESTIC WATER PLUMBING PLAN

FCO

FD-1-TP

FD-2-TP

SS-1

DF-1

WC-1A

WC-1A

L-1

L-1

SS-1

S-1

FD-1-TP

FD-1-TP

4" VTR

3" VTR

2" OV

2" SAN

1 1/2" V

2" V

4" V

4" V

2" V

3" V

2" V

2" SAN

OIL SEPARATOR

GCO

4" SAN

4" OW

4" OW

4" OW

4" OW

4" OW

4" OW

4" SAN

4" OV

2" OV

2" OV

2" OV

4" OV

2" OV

2" OV

4" OV

VTR

2" V

4" SAN

2" SAN

OFFSET PIPING TO

AVOID GRADE BEAM

OFFSET PIPE TO

AVOID GRADE BEAM

OFFSET PIPING TO

AVOID GRADE BEAM

2" V

1 1/2" SAN

2-WAY

CLEANOUT

4" SAN-REFER TO

SITE UTILITY PLANOFFSET PIPING TO

AVOID GRADE BEAM

MB-1

3" SAN

2" V

SS-1

DF-1

WC-1A

WC-1A

L-1

L-1

SS-1

S-1

WH-1

WH-1

WH-1

WH-1

HB-1

HB-1

EWH-1

1" RP BFP

3/4" DCW

3/4" DHW

3/4" DCW

1/2" DHW

3/4" DCW

3/4" DCW

3/4" DCW

1" DCW

3/4" DHW

3/4" DHW

1" DCW

3/4" DHW

3/4" DCW

TRAP PRIMER

DCW FROM ADJACENT

BUILDING-VERIFY

EXACT LOCATION

TMV-1

1/2" DCW LINES DN TO

BELOW FLOOR SLAB

ET-1

WHA-2

3/4" DCW /DHW

DN TO MB-1

HB-1

C E N ENFO

SE

ENOIS AL

GN

I

E

AT

P R

S

T K

E

GREG W.

KRAESZIG

L I S

D RE

Y

EFO K

C

TN

U

24762

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E

DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

2343 Alexandria Drive Suite 200 Lexington, Kentucky 40504 Tel: (859) 271-3246 Email: kfi@kfi-eng.com 10/22/25

11/24/2025 11:40:33 AM

25-0947.00

609-C91E-Z001-A261

10/22/25

M6.0

KYTC D-11 CLAY COUNTY MATERIALS LAB

PLUMBING RISER DIAGRAMS

BAS

GWK

M6.0

1 SANITARY WASTE AND VENT RISER DIAGRAM

M6.0

2 SANITARY WASTE AND VENT RISER DIAGRAM

FIXTURE SCHEDULE AND ROUGHING-IN REQUIREMENTS

WALL HUNG,

FLOOR MOUNTED,

COUNTERTOP

FIXTURE

NUMBER REMARKS

MOUNTING

HEIGHT (SEE

REMARKS)

MOUNTINGFIXTURE HOT COLD WASTE

(MIN.)

VENT

(MIN.)

ACCESSORIESMANUFACTURER AND MODEL NO. FLUSH VALVE, FAUCET

RIM 34" AFF.

SEE REMARKS

FROM FLOOR TO TOP EDGE OF BASIN.

P-TRAP AND TWO VALVE COVERS TRAP

WRAP SET EQUAL TO TRUEBRO. PROVIDE

CARRIER AS REQUIRED.

1/2" 1/2" 1-1/4"

P-TRAP

1-1/2"LAVATORY P-TRAP, STOPS &

SUPPLIES, CHROME

PLATED.

L-1

1/2" 1/2" 1-1/2"

P-TRAP

1-1/2"SINK - SINGLE

COMPARTMENT

LK99 CRUMB CUP

STRAINER, P-TRAP

W/CLEANOUT, STOPS &

SUPPLIES.

S-1 ELKAY ELUH1616, 18-GAUGE

STAINLESS STEEL, UNDERMOUNT,

18-1/2" x 18-1/2" x 7-7/8" DEEP

BOWL, REAR CENTER DRAIN

UNDERMOUNT --- SINK MOUNTED IN COUNTERTOP. SEE

ARCHITECTURAL DRAWINGS.

ADA

1/2" 1/2" 2" 1-1/2"FLOOR MOUNTED

ZURN WIDESPREAD

Z831B4-XL -28F, DOUBLE

LEVER HANDLE FAUCET,

8" CENTERS, 8" SWING

SPOUT, 0.35 GPM, CHROME

PLATED.

ADA WALL HUNG

SS-1 SERVICE SINK ELKAY 14-1C24X24-0X

STAINLESS STEEL SERVICE

SINK, 24" x 24" x 14" BOWL, STAINLESS STEEL LEGS, CENTER DRAIN PLACEMENT

ELKAY LK940AT10L2S

CENTERSET BACKSPLASH

MOUNT SERVICE FAUCET,

LEVER HANDLES, 10" ARC

TUBE SPOUT, 1.5 GPM

P-TRAP, STOPS, SHUT-

OFF VALVE

HOSE BIBB WALL

SURFACE

--- 3/4"--- --- ------ SEE REMARKS --- MOUNT WITH CENTERLINE OF BIB 24" A.F.F.WOODFORD 24, SURFACE MOUNTED, ANTI-SIPHON VACUUM BREAKER, 3/4" SIZE, CHROME, WITH WHEEL

HANDLE AND LOOSE TEE KEY

3/4"WALL HYDRANTWH-1 MOUNT WITH CENTERLINE OF BOX 24"

ABOVE FINISHED GRADE

WALL

RECESSED

--- ---ZURN Z1300, CONCEALED TYPE,

AUTOMATIC DRAINING, VACUUM

BREAKER, 3/4" SIZE, FREEZEPROOF

WITTH LOOSE KEY, NICKEL BRONZE

BOX AND COVER.

--- ------ SEE REMARKS ---

WALL HUNGWATER CLOSETWC-1A --- 1" 4" 2"KOHLER KINGSTON, K-4325,

VITREOUS CHINA, WHITE.

ELONGATED SEAT, WHITE

OPEN FRONT.

ADA 18" FROM

FLOOR TO TOP

OF SEAT.

HB-1

KOHLER SOHO K-2054-N,

VITREOUS CHINA, WHITE, SELF-

RIMMING, FAUCET HOLES ON 4"

CENTERS.

ZURN SIERRA FAUCET Z7440-

XL-SOVP.25, POP-UP DRAIN,

SINGLE LEVER HANDLE

FAUCET, 4" CENTERSET,

CHROME PLATED.

SLOAN REGAL 111-1.28

MANUAL FLUSH VALVE

REFERENCE ARCHITECTURAL DRAWINGS

FOR MOUNTING HEIGHTS. PROVIDE CARRIER

AS REQUIRED.

PROVIDE POINT-OF-USE MIXING VALVE.

PROVIDE POINT-OF-USE MIXING VALVE.

PROVIDE POINT-OF-USE MIXING VALVE.

3/4" 3/4" 3"

P-TRAP

1-1/2"DRINKING FOUNTAIN

W/BOTTLE FILLER

DF-1 ELKAY LZS88WSLK ezH20 BOTTLE

FILLING STATION WITH DRINKING

FOUNTAIN, REFRIGERATED,

FILTERED, LIGHT GRAY

FLOOR MOUNTED --- REFER TO ARCHITECTURAL DRAWINGSWALL CARRIER

1/2" 1/2" 2" 1-1/2"FLOOR MOUNTEDMB-1 MOP BASIN P-TRAP, STOPS, SHUT-

OFF VALVE

--- PROVIDE POINT-OF-USE MIXING VALVE.

STERN-WILLIAMS MODEL HL-1800

24" x 24", STAINLESS STEEL CAP

SERVICE FAUCET EQUAL TO

S-W MODEL T-10-VB

P-TRAP, STOPS, SHUT-

OFF VALVE, MOP

HANGER, HOSE AND

WALL BRACKET

C E N ENFO

SE

ENOIS AL

GN

I

E

AT

P R

S

T K

E

GREG W.

KRAESZIG

L I S

D RE

Y

EFO K

C

TN

U

24762

DRAWING NO.

ACCOUNT NO. COMMONWEALTH OF KENTUCKY

FINANACE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

446 East High St Suite 250

Lexington, KY 40507

859.252.5994 www.thjarch.com

R C H I T C T SA E

DECA LOG NO.

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

AS BUILT DATE

REVISION HISTORY OF THIS DRAWING

DATEDECPRIPTION OF REVISIONS DECPRIPTION OF REVISIONS DATE

4A/E SEAL

DRAWING INFORMATION

2343 Alexandria Drive Suite 200 Lexington, Kentucky 40504 Tel: (859) 271-3246 Email: kfi@kfi-eng.com 10/22/25

11/24/2025 11:42:41 AM

25-0947.00

609-C91E-Z001-A261

10/22/25

M8.1

KYTC D-11 CLAY COUNTY MATERIALS LAB

PLUMBING SCHEDULES

BAS

GWK

FLOOR DRAIN & CLEANOUT SCHEDULE

REMARKS:

1 6" DIAMETER STRAINER.

2 DRAINS INDICATED ON THE DRAWINGS WITH A PREFIX "F" SHALL BE PROVIDED WITH A

Z-329-9 OVAL FUNNEL, 4" HIGH WITH NICKEL BRONZE FINISH FOR NICKEL BRONZE

DRAINS AND DURA-COATED FOR CAST IRON DRAINS.

2 31

REMARKSTOPBODYMODEL NO.MANUFACTURERTYPE

BRONZE(DURA-COATED)

NICKELCAST IRONZN-415-VPZURNFD-1

3 FLOOR DRAINS INDICATED ON THE DRAWINGS WITH A SUFFIX "TP" SHALL BE PROVIDED

WITH A TRAP PRIMER CONNECTION.

2 31

BRONZE(DURA-COATED)

NICKELCAST IRONZN-415-NZURNFD-2

BRONZE(DURA-COATED)

NICKELCAST IRONZ1400-ZNZURNFCO

4 FLOOR CLEANOUT SHALL BE ADJUSTABLE.

NICKELCAST IRONZ1400-KCZURNGCO

BRONZE(DURA-COATED)

5 FLOOR CLEANOUT SHALL BE ADJUSTABLE. PROVIDE CONCRETE COLLAR.

WATER HEATER SCHEDULE

REMARKS:

1 PROVIDE EXPANSION TANK EQUAL TO AMTROL ST-5C, 2.0 GALLON, .45 ACCEPTANCE FACTOR, 150 PSIG ASME

REMARKSCOLDMODEL NO.MANUFACTURERTAG

A.O. SMITHEWH-1 DEL-20S-4 3/4" 1

TYPE

ELECTRIC

HOT

3/4"

GAS-MBH

KW

4.0

V/PH

208/1

GALLONS

GPH RECOVERY

18 @ 90 DEG 2

2 PROVIDE DIGITAL MIXING VALVE EQUAL TO LEONARD PNV-100-LF.

WATER HAMMER ARRESTOR SCHEDULE

REMARKS:

1 SINGLE-BODY PISTON-TYPE BARREL-FABRICATED WATER HAMMER ARRESTOR. ALTERNATE FABRICATION TYPES SHALL

NOT BE ACCEPTABLE.

2 FURNISH AND INSTALL SHUTOFF BALL VALVE AND UNION ON EACH WATER HAMMER ARRESTOR.

REMARKSCOLDMODEL NO.MANUFACTURERTAG

WHA-2

PRECISION

PLUMBING

PRODUCTS

WHA-1 SCA-750B 3/4"

1"

1 2

PRECISION

PLUMBING

PRODUCTS

SC-1000C WATER HAMMER ARRESTOR SIZED FOR 33-60 WATER SUPPLY

FIXTURE UNITS.

1 2

WATER HAMMER ARRESTOR SIZED FOR UP TO 32 WATER

SUPPLY FIXTURE UNITS.

TYPE

WHA-200

WHA-100