Addendum Two .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-150-25

FOR: Middleton Hall Dormitory Renovations & HVAC Bid Package 2 & 3 Kentucky School for the Deaf Danvillie, Kentucky

DATE: December 6, 2024

RFB-785-2500000308

ADDENDUM NO. Two (2)

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-150-25 For: Middleton Hall Dormitory Renovations & HVAC Bid Package 2 & 3 Kentucky School for the Deaf Danvillie, Kentucky

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

ADDENDUM No. 2

ADDENDUM NO. 2

TO THE DRAWINGS AND SPECIFICATIONS

FOR THE

KSD Middleton Hall Dorm Renovation

Danville, Kentucky

Account No. 540-CALK-SD19-00

RTA 23025

December 6, 2024

To All Plan Holders of Record:

This Addendum modifies bid documents dated 11/18/2024 for the above project and shall become part of said documents in the preparation of proposals and execution of work of the subject project.

General:

1. All Bidder’s questions will be addressed in future addenda.

2. Deadline for questions is Tuesday, December 10th, 2024, by 4:00pm. All technical questions shall be submitted to Kevin McCalla, RossTarrant Architects. kmccalla@rosstarrant.com or 859.254.4018

3. Refer to attached Sign-In Sheet from December 4th, 2024, pre-bid site walk through.

Contractor Questions:

1. AWI standards recommend VGS for vertical surfaces. Please see the attached letters regarding VGS vs

HGS. Will VGS be acceptable for vertical cabinet surfaces?

a. ANSWER: VGS is acceptable for vertical cabinet surfaces

2. Section 2.06, D. 4. Calls for vinyl edge band, but it doesn't clarify thickness. Typically, we provide 1mm

PVC on cabinet body edges, 3mm PVC on doors/drawer faces and 1mm PVC on the front edge of adjustable cabinet shelves. Occasionally, we are required to provide 3mm PVC on ALL edges. Please clarify which is acceptable.

a. ANSWER: Please provide 1mm PVC matching edge-banding cabinet body edges and front adjustable shelves. Please provide 3mm matching edge-banding at door and drawer faces.

3. Section 2.03, C. & D. Calls for steel hinges and aluminum pulls. On past RTA projects, we have typically provided epoxy powder coated hinges and pulls. Will that be acceptable?

a. ANSWER: Epoxy power coated hinges and pulls are acceptable.

4. Section 2.03 F. & G. Calls for either shelf standards & supports or shelf rests. TMI's standard shelf support is a 2-pin, polycarbonate with shelf clips that keep the shelf from tipping. I've attached a comparison between TMI's standard and the other 2 options. Will the polycarbonate shelf supports be acceptable?

a. ANSWER: Polycarbonate shelf supports are acceptable.

5. Will Glycol be required in the HVAC geothermal piping system?

a. ANSWER: No glycol is required in the geothermal system.

mailto:kmccalla@rosstarrant.com

6. Will actual coordination drawings be required for this project for the MEP trades? If so, please clarify exact method (2d/CAD, BIM, Etc.) or will normal onsite coordination meetings without drawings with all

MEP’s involved suffice?

a. ANSWER: Coordination drawings are required. Exact method to deliver drawings is contractor preference.

7. Can the Geothermal Contractors qualifications per spec 232113.33-7 Art. 12.7, be after the bid instead of with the bid?

a. ANSWER: Geothermal qualifications may be submitted no later than (7) days after bid has been awarded.

8. Please clarify bid packages bidding correctly. Bid form has BP1 (HVAC) and BP2 (Dorm Reno). Special conditions has BP2 and BP3, no mention of BP1. And splits up HVAC and plumbing in different packages. Plans also say BP2 and BP3.

a. ANSWER: Refer to Addendum No. 1.

Specifications:

1. Refer to Specification Section 035400 Self Leveling Underlayment Concrete System.

a) The attached specification is to be included in the project scope of work.

2. Refer to Specification Section 042000 Unit Masonry.

a) Refer to Part 2.03 Face Brick. Basis of Design shall be as follows:

i) Yankee Hill Brick & Tile

G-3 Velour

b) Refer to Part 2.04 Mortar & Grout Materials, Item E.

i) Revise No. 2 as follows:

2. Color at Face Brick: Lehigh Flamingo Brixment M-10

3. Refer to Specification 064100 Interior Architectural Wood Casework.

a) Refer to Part 2.01 Woodwork Fabricators, Paragraph B – Add TMI as an approved manufacturer.

b) Refer to Part 2.02 Materials, Paragraph J, Section 2b – Revise quartz (QZ1) color from

“Dove Grey” to “Graphite”

c) Refer to Part 2.02 Materials, Paragraph L, Section 2b – Revise Solid Surface (SS1) color from “Willow” to “Deep Night Sky”

4. Refer to Specification Section 077123 Manufactured Gutters and Downspouts.

a) Part 1, 1.02 Related Requirements

i) Delete item B in its entirety.

b) Part 2 Products, 2.04 Accessories

i) Delete items A1 and A2 in their entirety.

ii) Delete item B2 in its entirety.

c) Part 3 Execution, 3.03 Installation

i) Delete items C and D in their entirety.

5. Refer to Specification Section 087100 Door Hardware.

a) Refer to attached updated Hardware Sets for Doors 009, 111, 126, 204, and 215.

6. Refer to Specification Section 104400 Fire Extinguishers & Cabinets.

a) Part 2 Products, 2.01 Manufacturers:

i) Delete item A1a.

ii) Add item A1e. F.E. Cabinet – J. L. Industries; Academy 2022F10PRH

iii) Add item A1f. Fire Extinguisher – J. L. Industries; Saturn 15 (Class K)

b) Part 2 Products, 2.02 Fire Extinguishers:

i) Add item C. Wet chemical Type Fire Extinguisher: Stainless steel tank, with pressure gauge.

a) Class K Wet Chemical

b) Size: 6 liters.

c) Mounting Type: Cabinet.

d) Location: Community Kitchen #118

c) Part 2 Products, 2.03 Fire Extinguisher Cabinets:

i) Delete item B1. And replace with: B2 Trim: Returned to wall surface, 4” projection from wall, rolled edge 2-inch-wide face trim.

7. Refer to Specification Section 114000 Food Service Equipment.

a) The attached specification is to be included in the project scope of work.

8. Refer to Specification 142010 Passenger Elevator, Part 2 Products.

a) 2.07 Car Operating Station

i) Add item D-3 Provide enhanced elevator communication per ASME A17.1/CSA B44 to work jointly with phone.

ii) Provide minimum 10 inch flush-mounted LCD display screen with wide angle camera mounted in the return or cab ceiling, providing encrypted video connection.

iii) Provide battery back-up for four hours of system power.

Drawings:

1. Refer to sheets G0.1 - Code Review and A1.0 1- Ground & First Floor Plan:

a) In Community Kitchen #118 revise FE-2 to FE-3.

2. Refer to sheets D1.01- Ground & First Floor Demolition Plans and D1.02 - Second Floor Demolition

Plan:

a) Delete note M-1 in its entirety and replace with: The owner will remove all loose FFE from the building prior to the start of construction. Any remaining FFE is the responsibility of the contractor to remove and dispose.

3. Refer to Drawing Sheet A2.03 – Interior Elevations & Details.

a) Refer to detail B/A2.03 – Revise keynote from 099600.A to 099000.

b) Refer to detail H/A2.03 – Revise keynote from 099600.A to 099000.

4. Refer to sheet A6.01 – Door and Frame Schedule:

a) Door # 002, 005, 006, 008, 009, 111, 112, 115.2, 124, 126, 127, 131, 200A, 200B, 201C, 204, 205, 210, 214, 215, to have existing door, frame, and hardware removed (demolition note D-1 in lieu of D-2 as listed) in its entirety, provide new frame, door, and hardware.” Head and jamb details revisit to F & G/A6.01 in lieu of D & E/A6.01 as listed.

5. Refer to sheets A7.01 – Ground & First RCP Plan, A7.02 – Second Floor RCP Plan, and A7.03 –

Enlarged Reflected Ceiling Plans:

a) Replace RCP note 9 with: Existing gyp board ceilings in the units are 2 layers of 5/8" fire rated on a suspension system. Existing gyp board ceiling in each unit are to remain except where new

MEP work is required. Install new layer of 1/2" gyp board. Reinstall existing ceiling mounted items that MEP indicate are to remain. Match existing finish and level of fire rating where applicable.

Mechanical, Electrical, & Plumbing:

1. Refer to attached Addendum No. 2 from CMTA, Inc.

END OF ADDENDUM

Account No. 540-CALK-SD19-00

SELF-LEVELING UNDERLAYMENT CONCRETE SYSTEM 035400 - 1

SECTION 035400

SELF-LEVELING UNDERLAYMENT CONCRETE SYSTEM

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Self-Leveling Underlayment Concrete.

B. Primer.

1.02 RELATED REQUIREMENTS

A. Division 9 - Refer to individual flooring sections for flooring preparation prior to flooring installation.

1.03 PROJECT LOCATIONS

A. Install specified primer and self-leveling underlayment in the following locations. Required thickness of underlayment to be determined by the installing contractor.

1. Locations: Existing restrooms noted for existing ceramic floor tile to be removed.

1.04 REFERENCE STANDARDS

A. ASTM C150 - Standard Specification for Portland Cement.

B. ASTM C109 - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars.

1.05 SUBMITTALS

A. Shop Drawings: Indicate layout of, interruptions, terminations, thickness, plans, sections, details, and floor penetrations.

B. Product Data: Provide physical characteristics, and product limitations .

1. Provide mixing and application instructions.

C. Certificates: Certify that products of this section meet or exceed specified requirements and that densities and indicated thicknesses have been achieved.

D. Design mixes for each mix, including as-cast unit weight, and compressive strength.

E. Additional material certificates by self-leveling underlayment concrete manufacturer certifying that all other material items comply with requirements of the system specified.

1.06 QUALITY ASSURANCE

A. Installation must be by a factory-trained applicator, using mixing equipment and tools approved by the manufacturer.

1. Example: If general contractor selects Ardex products, then an ARDEX LevelMaster Elite

Installer, is to be the Installer.

B. Manufacturer's certification that the product is cement-based having an inorganic binder content which is 100% cement, to include Portland cement per ASTM C150. Standard Specification for Portland Cement and other specialty hydraulic cements.

C. Experience: Provide products of this section by companies which have successfully specialized in production of this type of work for not less than 5 years. Contact Manufacturer Representative prior to installation.

1.07 DELIVERY, STORAGE AND HANDLING

A. Deliver materials in their unopened packages and protect from extreme temperatures and moisture.

Protect liquids from freezing.

SELF-LEVELING

UNDERLAYMENT CONCRETE

SYSTEM

035400 - 2

1.08 PROJECT CONDITIONS

A. Observe the basic rules of concrete work. Do not install below 50 degrees Fahrenheit surface temperature. Install quickly if floor is warm and follow hot weather precautions from manufacturer.

Never mix with cement or additives other than manufacturer-approved products.

1.09 WARRANTY

A. Applicator must file a pre-installation checklist with the manufacturer and receive written confirmation of the approval to proceed in order to obtain the extended 10-year Manufacturers Warranty.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Manufacturer: Subject to compliance with requirements, manufacturers offering the following products that may be incorporated into the work include, but are not limited to the following:

B. Basis of Design: Design concept and the drawings indicate the size, profiles, dimensional requirements, formulations, and aesthetics of the following:

1. Self-Leveling Underlayment; Ardex K-15 and Primer; Ardex P-51: www.ardex.com

C. Products by other manufacturers (listed below) may be considered, provided deviations in dimensions, profiles, formulations, and aesthetics are minor and do not change the design concept as judged by the Architect:

1. Dayton Superior Corporation: www.daytonsuperior.com

2. Laticrete: www.laticrete.com

3. Schonox: www.hpsubfloors.com

4. USG: www.usg.com

5. W. R. Meadows, Inc: www.wrmeadows.com

2.02 MATERIALS

A. Cement-based self-leveling underlayment

B. Primer suitable for standard absorbent concrete.

C. Aggregate shall be well graded, washed gravel (1/8" to 1/4" or larger) for use when underlayment is installed over 1 1/2" thick.

D. Water shall be clean, potable, and sufficiently cool (not warmer than 70 degrees Fahrenheit).

PART 3 EXECUTION

3.01 PREPARATION

A. All subfloors must be sound, solid, cleaned and primed:

1. All concrete subfloors must be of adequate strength, clean, and free of all oil, grease, dirt, curing compounds and any substance that might act as a bondbreaker before priming.

Mechanically clean if necessary using shot blasting or other. Acid etching and the use of sweeping compounds and solvents are not acceptable.

2. Where concrete patches or protrusions occur which rise above the floor surface these areas shall be ground down to ensure a level floor.

3. Underlayment shall be able to be installed from 1/8" to 1 1/2" in one pour and up to 5" with the addition of aggregate. It may also be feathered to match existing elevations.

4. Underlayment to be applied to a minimum thickness of 1/8" over highest point in the subfloor, with an average typical thickness of 1/4".

5. Underlayment compressive strength shall be 4100 psi after 28 days per ASTM C109/mod (air cure only).

SELF-LEVELING

UNDERLAYMENT CONCRETE

SYSTEM

035400 - 3

6. Underlayment shall be walkable after 2 hours and allow floor covering to be installed after 16 hours at 70 degrees Fahrenheit.

7. Cutback and other non-water soluble adhesive residues must be wet scraped to a thin, well-bonded layer.

8. All cracks in the subfloor shall be repaired to minimize telegraphing through the underlayment.

9. Substrates shall be inspected and corrected for moisture or any other conditions that could affect the performance of the underlayment or the finished floor covering.

B. Joint Preparation:

1. Moving Joints - honor all expansion and isolation joints up through the underlayment.

2. Saw Cuts and Control Joints - fill all non-moving joints with a feather finish product or instant patch product as required.

C. Priming:

1. Primer for standard absorbent concrete subfloors: Apply product evenly with a soft push broom. Do not leave any bare spots. Remove all puddles and excess primer. Allow to dry to a clear, thin film (min. 3 hours, max. 24 hours). Underlayment shall not be applied until the primer is dry.

2. Primer for extremely absorbent concrete subfloors: Make an initial application of product using a soft push broom. Do not leave any bare spots. Remove all puddles and excess primer. Allow to dry thoroughly before proceeding with the standard application of primer as described above for standard absorbent concrete.

3. Minimum drying time over cutback adhesive is 18 hours.

3.02 APPLICATION OF UNDERLAYMENT

A. Installation:

1. Pour or pump the liquid and spread in place with manufacturer approved equipment. Use approved manufacturer equipment for featheredge and touch-up. Wear baseball shoes with non-metallic cleats to avoid leaving marks in the liquid. Underlayment can be walked on in 2-3 hours at 70 degrees Fahrenheit.

3.03 PREPARATION FOR FLOORING INSTALLATION

A. Underlayment can accept finish floor covering materials after 16 hours at 70 degrees Fahrenheit and 50% relative humidity.

B. Due to the wide range of adhesives that are used to install floor coverings, some adhesives may dry more quickly over the underlayments than over other substrates. If this condition occurs, priming the surface of the underlayment with water-diluted primer will even out the drying of the adhesive. Allow the primer to dry 1-3 hours before proceeding with the adhesive installation.

3.04 PROTECTION

A. Prior to the installation of the finish flooring, the surface of the underlayment should be protected from abuse by other trades by the use of plywood, Masonite or other suitable protection course.

END OF SECTION 035400

241205 – 23025 KDS Middleton Hall Hardware Changes V1

December 5th, 2024

Assign Doors 009, 111, 126, 204, and 215 to new HW Set R01J as follows:

Hardware Set R01J

(6) Butt Hinges BB1279 4.5 X 4.0 652 HAG

(1) Auto Flush Bolt Set, WD 3815 x 3815 626 TRI

(1) Bar Coordinator w/FB & Brackets 3094B2 x (2)3096 BLK TRI

(1) Storeroom Lock 93K7D-15D-S3 626 BES

(1) SFIC Cylinder Core 626 BES

(2) Closer, w/Stop 4040XP CUSH 689 LCN

(2) Kick Plate KO050 8 x 1LDW x CS x B4E 630 TRI

(1) Cat H Adhesive Jamb Seal Set 2525B Brown NGP

Note: Apply to top jamb only.

(1) Cat H Jamb Seal Set 135NA 628 NGP

Note: Apply to side jambs only.

Retrofit Note:

Existing frame to remain. On-site visit required to verify hinge size and. Fill all exposed holes from previous hardware in an aesthetically pleasing manner.

Assign Doors 008, 112, 127, 205, and 214 to new HW Set R01K as follows:

Hardware Set R01K

(3) Butt Hinges BB1279 4.5 X 4.0 652 HAG

(1) Storeroom Lock 93K7D-15D-S3 626 BES

(1) SFIC Cylinder Core 626 BES

(1) Closer, w/Stop 4040XP CUSH 689 LCN

(1) Kick Plate KO050 8 x 2LDW x CS x B4E 630 TRI

(1) Cat H Adhesive Jamb Seal Set 2525B Brown NGP

Note: Apply to top jamb only.

(1) Cat H Jamb Seal Set 135NA 628 NGP

Note: Apply to side jambs only.

Retrofit Note:

Existing frame to remain. On-site visit required to verify hinge size and location and strike location. Fill all exposed holes from previous hardware in an aesthetically pleasing manner.

END OF DOCUMENT

FOODSERVICE EQUIPMENT 114000 - 1

SECTION 114000

FOODSERVICE EQUIPMENT

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Icemaker.

B. Connections to utilities.

1.02 RELATED REQUIREMENTS

A. Section 260583 - Wiring Connections: Electrical characteristics and wiring connections.

1.03 REFERENCE STANDARDS

A. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015.

B. NEMA MG 1 - Motors and Generators; 2014.

C. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

D. NSF 2 - Food Equipment; 2014.

1.04 SUBMITTALS

A. Product Data: Provide data on appliances; indicate configuration, sizes, materials, finishes, locations, and utility service connection locations, service characteristics, and wiring diagrams.

B. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Store products clear of floor in a manner to prevent damage.

B. Coordinate size of access and route to place of installation.

1.06 WARRANTY

A. Provide three year parts and labor on entire machine.

B. Provide five year manufacturer warranty for replacement of scheduled equipment, refrigerant and compressors, including disconnection and removal of defective unit, and connection of replacement unit.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Food Service Equipment: Subject to compliance with requirements, manufacturers offering the following products that may be incorporated into the work include, but are not limited to the following:

1. Basis of Design: concept and the drawings indicate the size, profiles, dimensional requirements and aesthetics of the following:

a. Hoshizaki America, Inc.: Opti-Serv Sanitary Air-Cooled Cubelet Ice

Machine/Dispenser DCM-500BAH-0S with SD-500 Stand

2. Products by other manufacturers (listed below) may be considered, provided deviations in dimensions, profiles, and formulations are minor and do not change the design concept as judged by the Architect:

a. Hoshizaki America, Inc: www.hoshizakiamerica.com

FOODSERVICE EQUIPMENT 114000 - 2

b. Manitowoc Ice: www.manitowocice.com

c. Max-Ice: www.maxx-ice.com

2.02 EQUIPMENT

A. Icemaker:

1. Production: Minimum 600 pounds per 24 hours.

2. Dispenser: Ice and water with hands-free sensor.

3. Ice Shape: Cubelet.

4. Storage Capacity: Minimum 40 pounds.

5. Finish: Corrosion resistant stainless steel.

6. Condenser: Air-cooled.

7. Stand: Heavy duty elevated stand sized for floor model, same finsh as icemaker.

B. Installation Accessories: Provide all rough-in hardware, supports and connections, attachment devices, closure trim, and accessories required for complete installation.

2.03 MATERIALS

A. Stainless Steel Sheet: ASTM A666 Type 304 commercial grade, No. 4 finish.

2.04 FABRICATION

A. Install rubber button feet on bearing surface of any item positioned on a finished surface.

B. Provide indirect drain piping from equipment to terminate over nearest waste receptor.

2.05 FINISHES

A. Stainless Steel: No. 4 finish.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify ventilation outlets, service connections, and supports are correct and in required location.

B. Verify that electric power is available and of the correct characteristics.

3.02 INSTALLATION

A. Install items in accordance with manufacturers' instructions.

B. Insulate to prevent electrolysis between dissimilar metals.

3.03 ADJUSTING

A. Adjust equipment and apparatus to ensure proper working order and conditions.

B. Remove and replace equipment creating excessive noise or vibration.

3.04 CLEANING

A. Remove masking or protective covering from stainless steel and other finished surfaces.

B. Wash and clean equipment.

C. Polish glass, plastic, hardware, accessories, fixtures, and fittings.

END OF SECTION 114000

Kentucky School For The Deaf – McDaniel Hall Renovation Project Renovation Project Number 540CBANFF2500

Addendum #2

December 06, 2024

CHANGES TO DRAWINGS:

Mechanical

Sheet # Sheet Title Noted Update

M1.3 ROOF MECHANICAL

DEMOLITION PLAN

1. UPDATED KEYNOTES

M2.1 FIRST FLOOR MECHANICAL

PLAN

1. Added Keynote M66: PROVIDE BROAN EIT SERIES

OR EQUAL ISLAND RANGE HOOD. UNIT SHALL

BE UL LISTED AND LABELED AND INSTALLED

PER MANUFACTURE'S INSTRUCTION.

Plumbing

Sheet # Sheet Title Noted Update

P0.1 PLUMBING LEGEND, SCHEDULE

AND NOTES

1. ADDED FPWH TO FIXTURE SCHEDULE

2. UPDATED FLOOR DRAIN IN FIXTURE SCHEDULE

P2.1 FIRST FLOOR PLUMBING PLAN 1. ADDED FPWH.

Electrical

Sheet # Sheet Title Noted Update

E2.0 ELECTRICAL GROUND FLOOR LIGHTING

PLAN

1. Updated note “I” in Lighting General Notes.

E2.1 ELECTRICAL FIRST FLOOR LIGHTING

PLAN

1. Updated note “I” in Lighting General Notes.

E2.2 ELECTRICAL SECOND FLOOR LIGHTING

PLAN

1. Updated note “I” in Lighting General Notes.

E5.0 FIRE ALARM RISER DIAGRAM 1. Added intrusion and weather notification devices to riser.

E6.0 ELECTRICAL LIGHT FIXTURE SCHEDULE

AND DETAILS

1. Updated fixture part numbers and manufacturers.

CHANGES TO SPECIFICATIONS:

• 221000 – Pipe, Pipe Fittings and Support for Plumbing o Section was added to specifications.

• 224005 – Pl.Specialties o Added section 2.8 Freeze Proof Wall hydrant.

Renovation Project Number 540CBANFF2500

December 06, 2024

ATTACHMENT(S):

• Mechanical Drawings as listed above

• Electrical Drawings as listed above

• Specification sections as listed above

END OF ADDENDUM #2

MD8

MD8

MD8

MD8

MD8

MD9

MD8

MD8

MD8

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

ROOF - DEMOLITION PLAN

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SERVICES SUPPORT

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DECA LOG #

DECA REVIEWED

FOR INTENT ONLY

DRAWING NO.

COMMONWEALTH OF KENTUCKY

101 old lafayette avenue lexington, kentucky 40502 p 859.254.4018 Copyright 2024

PHASE

DESCRIPTION OF REVISIONS DATE

RTA

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

DRAWING INFORMATION

rosstarrant architects

540-CALK-SD19-00

M1.3

MIDDLETON HALL DORMITORY

ROOF MECHANICAL DEMOLITION PLAN

Kentucky School for the Deaf

540-CALK-SD19-00

PMG

JLK

11/18/24

23025

11/18/24

KEYNOTES

MD8 EXISTING EXHAUST FAN SHALL BE REMOVED

COMPLETELY, INCLUDING ALL ELECTRICAL AND

CONTROL CONNECTIONS. EXISTING ROOF

PENETRATIONS SHALL BE CAPPED. REFER TO

A3.01 FOR ROOF PATHCING DETAILS.

MD9 DEMOLISH EXISTING ROOF INTAKE HOOD. REFER

TO A3.01 FOR ROOF PATHCING DETAILS.

REVISIONS

# DATE DESCRIPTION

1 12/06/2024 Addendum 2

ADDENDUM 2 12/6/2024

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S-2

M2.1

S-1A

S-1A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

TYP.

R-1

TYP.

R-1

TYP.

R-1

TYP.

R-1

TYP.

R-1

TYP.

R-1

TYP.

R-1

TYP.

R-1 S-2A

S-2A

S-2A

S-2A

S-2A

S-2A

100S-2A

S-2A

S-2A

S-2A

S-2A

CORRIDOR

CD1-B

LOBBY

LA

S-1

S-1

LAUNDRY

LIVING ROOM

LIVING ROOM

BED/STUDY

105A

BED/STUDY

105B

BED/STUDY

102B

BED/STUDY

102A

LIVING ROOM

OFFICE

S-1

"x

O A

E-2

16"x8" TA

16"x8" TA

16"x8" TA

16"x8" TA16"x8" TA

"x

T A

"x

T A

"x

T A

"x

T A

T-1

T-1

T-1

T-1

E-1

T-1 T-1

T-1

M2.1

MULTI-PURPOSE ROOM

COMMUNITY KITCHEN

118 ALCOVE

COMMONS

COMMON SPACE

SENSORY

116B

BREAK ROOM

116A

E-1

SERVED FROM ABOVE. REFER TO

SHEET M2.2.

S-2A

OFFICE

HOUSEKEEPING

M15

LINEN STORAGE

"x

E (S

A

M12

M12

M12

M12 M12

M12

M12

M12

M12

10"x10" OA

OAV-10

R-3

S-1

OAV-12

AFMS

S-2

S-2

T-1

R-2

T-1

M38

FD

FD

M47

M48

M49 M50

(TYP)

M52

(TYP)

M52

(TYP)

M52

R-2

S-1

8"x4" RA

M55

"x

O A

M56

M57

12"x8" SA

M58

M53

E-1A

M60

M60

M60

M60

M62

TYP.

R-1

M66

"x

E (R

A

14"x8" E(RA) 18"x8" E(RA)

"x

E (R

A

"x

E (S

A

"x

O A

16"x8" E(SA) 16"x8" E(SA)

"x

E (S

A

12"x8" E(RA)

"x

E (R

A

"x

E (R

A

12"x6" E(SA)

6"x6" OA

"x

O A

S-1A

S-2A

EWH-1

S-1A

E-1A

S-1A

S-1A

S-2A

S-2A

S-2A

S-2A

S-2A

E-1A

E-1A

E-1A

16"x8" E(RA)

2" ø

E (G

S

2" ø

E (G

R

R-1

R-1

R-1R-1

R-1

R-1

1"ø E(GR)

1"ø E(GS)

1 1/2"ø E(GR)

1 1/2"ø E(GS) 2"ø E(GS)

2"ø E(GR)

8"x6" E(EA)

1 1/4"ø E(GR) 1 1/4"ø E(GS)

1 1/4"ø E(GS) UP/DN

1 1/4"ø E(GR) UP/DN

S-1A

20S-1A

2"ø E(GR)

2"ø E(GS)

FD

FD

FD

"x

S A

FD

FD

16"x8" TA

16"x8" TA

M35

M35

6"ø EA

VHP-012 M3

M3

VHP-012

L-3

M48

6"x6" E(EA)

6"x6" E(EA)

16"x10" E(RA)

"x

E (R

A

18"x8" E(SA)

"x

E (R

A

14"x6" E(SA)

FD

T-1

FD

12"x8" SA

FD

16"x8" TA

S-1A

"x

O A

E-1A

S-2A

S-2A

S-1A

S-1A

"x

S A

S-1A

S-2A

R-1

R-1

R-1

8"x6" EA

"x

E A

"x

E (R

A

"x

E (R

A

6"x6" OA

1"ø CHWS 1"ø CHWR

VHP-012

VHP-012

S-1

LIVING ROOM

BED/STUDY

108A

BED/STUDY

108B

BATH

108C

CORRIDOR

CD1-C

M35

M3 M3

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SERVICES SUPPORT

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DECA LOG #

DECA REVIEWED

FOR INTENT ONLY

DRAWING NO.

COMMONWEALTH OF KENTUCKY

101 old lafayette avenue lexington, kentucky 40502 p 859.254.4018 Copyright 2024

PHASE

DESCRIPTION OF REVISIONS DATE

RTA

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

DRAWING INFORMATION

rosstarrant architects

540-CALK-SD19-00

M2.1

MIDDLETON HALL DORMITORY

FIRST FLOOR MECHANICAL PLAN

Kentucky School for the Deaf

ADDENDUM 2 12/6/2024

540-CALK-SD19-00

PMG

JLK

11/18/24

23025

11/18/24

KEYNOTES

M3 COMPACT WATER SOURCE HEAT PUMP. REFER TO

TYPICAL VERTICAL HEAT PUMP SECTION ON SHEET

M4.3 FOR MORE DETAIL.

M12 COORDINATE DUCT ROUTING BETWEEN

STRUCTURAL JOISTS AS REQUIRED.

M15 10"X8" SA UP. REFER TO SHEET M2.2 FOR

CONTINUATION.

M35 ROUTE CONDENSATE TO NEAREST OPEN

RECEPTACLE USING EXISTING PATHWAYS. TYPICAL

OF ALL UNITS. REFER TO RUNOUT SCHEDULE FOR

CONDENSATE SIZING. ENSURE ALL CONDENSATE

PIPING IS INSTALLED SO AS NOT TO CREATE A TRIP

HAZARD.

M38 COMMERCIAL DRYER BY OTHERS. APPROXIMATE

DUCT CONNECTION LOCATION SHOWN.

COORDINATE WITH DRYER MANUFACTURER.

M47 ROUTE DUCT AS REQUIRED TO REUSE EXISTING

OPENING.

M48 TERMINATE DRYER EXHAUST VENTS INTO LOUVER

EXHAUST PLENUM. PROVIDE CLEANOUT ACCESS

DOOR IN LOUVER EXHAUST PLENUM. EXTERNALLY

INSULATE DRYER EXHAUST WITH 2" THICK

INSULATION; TAPE ALL SEAMS VAPOR TIGHT.

M49 CONNECT RANGE HOOD EXHAUST TO EXISTING

PLENUM ON BACK OF LOUVER. SEAL AIR AND

WEATHER TIGHT.

M50 6"X6" SA UP. REFER TO SHEET M2.2 FOR

CONTINUATION.

M52 INSTALL HIGH EFFICIENCY TAKE OFFS FOR ALL

RUNOUTS TO GRILLES, REGISTERS, AND

DIFFUSERS. REFER TO DETAILS ON SHEET M4.3

FOR ADDITIONAL INFORMATION.

M53 PROVIDE BROAN 41000 SERIES OR EQUAL

DUCTLESS UNDER CABINET RANGE HOOD. UNIT

SHALL BE UL LISTED AND LABELED AND INSTALLED

PER MANUFACTURE'S INSTRUCTION.

M55 12"X12" OA DUCT UP. REFER TO SHEET M2.2 FOR

CONTINUATION.

M56 RELOCATED GRILLE. INSTALL MINIMUM 10'-0" FROM

ENTRYWAY.

M57 12"X8" SA DUCT ROUTED ABOVE 12"X8" TA DUCT.

M58 ROUTE 14"X8" OUTSIDE AIR DUCT DOWN TO BEHIND

DRYER FOR MAKE-UP AIR DURING COMMERCIAL

DRYER OPERATION.

M60 REFER TO 2/M2.1 - ENLARGED TYPICAL ROOM

LAYOUT -FIRST FLOOR FOR ADDITIONAL

INFORMATION.

M62 REFER TO 3/M2.1 - ENLARGED TYPICAL ROOM

LAYOUT ADDITIONAL INFORMATION.

M66 PROVIDE BROAN EIT SERIES OR EQUAL ISLAND

RANGE HOOD. UNIT SHALL BE UL LISTED AND

LABELED AND INSTALLED PER MANUFACTURE'S

INSTRUCTION.

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

ENLARGED TYPICAL ROOM LAYOUT - FIRST FLOOR

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

FIRST FLOOR - MECHANICAL PLAN

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

ENLARGED TYPICAL ROOM LAYOUT

GRD RUNOUT

SCHEDULE

SYMBOL RUNOUT SIZE

S-1 6" DIA.

S-1A 6"X6"

S-2 8" DIA.

S-2A 10"X10"

S-4 10" DIA.

S-5 6" DIA.

S-6 10"X8"

R-1 10"X10"

R-2 8" DIA.

R-3 14" DIA

R-4 54"X12"

R-5 24"x12"

R-6 10"X8"

E-1 6" DIA.

E-1A 6"X6"

E-2 12" DIA

T-1 10"X10"

PIPE RUNOUT SCHEDULE

SYMBOL GS/GR PIPE SIZE

CONDENSATE

PIPE SIZE

VHP-012 3/4" 3/4"

VHP-024 1" 3/4"

VHP-060 1-1/2" 1-1/4"

REVISIONS

# DATE DESCRIPTION

1 12/06/2024 Addendum 2

BOTH SIDES

HANGER SUPPORTSVALVE

IN-LINE RE-CIRCULATION PUMP DETAIL

PUMP

IN-LINE

REDUCER (IF REQ'D)

W/GAUGECOCK

PRESSURE GAUGE

BALL

UNION (UP TO 2-1/2")

NOT TO SCALE DOMESTIC HOT WATER RETURN SYSTEM

NOTE:

RECIRCULATING PUMPS SHALL BE EQUIPPED WITH

CONTROLS LIMITING OPERATION TO A PERIOD FROM

START OF THE HEATING CYCLE TO A MAXIMUM OF FIVE

MINUTES AFTER THE END OF THE HEATING CYCLE TO

COMPLY WITH ASHRAE 90.1-10 SECTION 7.4.4.4.

CONCRETE SUMP

BY OTHERS

PIT FLOOR

GRID COVER

EXPANDED METAL

REFER TO THE STRUCTURAL AND

ARCHITECTURAL DRAWINGS FOR

LOCATION AND CONSTRUCTION

DETAILS OF THE ELEVATOR PIT

AND SUMP. MINIMUM SIZE OF

SUMP SHALL BE 24"x24"x24".

CHECK VALVE (LOCATE ABOVE PIT COVER)

GATE VALVE

UNION

2'' SCHEDULE 80 PVC. EXTEND AND SPILL TO

GRADE OR APPROVED LOCATION. COORDINATE

ALL BURIED PUMP DISCHARGE PIPING

SHALL BE PROTECTED WITH TAPECOAT

CT CORROSION PROTECTION TAPE.

OIL GUARD CONTROL

SYSTEM. REFERENCE FLOOR

PLANS IN CONTROL ROOM

JUNCTION BOX

HIGH LIQUID ALARM FLOAT

CONDUIT

OIL-SENSING PROBE

PUMP ON FLOAT

LOCATION WITH OWNER/ARCHITECT.

SUMP PUMP (SP-1) - HEAVY DUTY

PUMP, CONTROL, AND ALARM

SYSTEM. SUBMERSIBLE EFFLUENT

PUMP, WITH ON/OFF FLOAT

SWITCH. COORDINATE ALL

ALARMS WITH THE BUILDING

MANAGEMENT SYSTEM (BMS)

CONTROL PANEL SHALL BE

INTERFACED WITH BUILDING

AUTOMATION SYSTEM (BAS).

PUMP STATUS AND ALL ALARM

SHALL NOTIFY BUILDING

FACILITIES. COORDINATE

LOCATION WITH OWNER

EL2A FOR LOCATION.

SINK

PLUMBING FIXTURE SCHEDULE

NOTES:

MOP BASIN DETAIL (P-5)

SUMP PUMP (ELEVATOR) DETAIL (SP-1)

SUMP PUMP (ELEVATOR)

GENERAL NOTES:

A. CONTRACTOR MUST PROVIDE ALL VALVES AND ACCESSORIES REQUIRED FOR PHASING AND

ASSOCIATED WORK.

B. THOROUGHLY CLEAN AND SNAKE ALL NEW AND EXISTING FLOOR DRAIN AND RESTORE TO

PROPER WORKING ORDER ONCE DEMOLITION IS COMPLETE, AND ONCE MORE AFTER NEW

CONSTRUCTION IS COMPLETE. NOTIFY INSPECTOR ON EACH OCCASION TO WITNESS THIS

WORK.

C. ANY HOLES IN WALLS, FLOORS, CEILINGS, ROOFS, ETC. CREATED AS A RESULT OF PLUMBING

SYSTEMS INSTALLATION SHALL BE PATCHED TO MATCH THE ADJACENT SURFACES. PATCH

SHALL BE PERFORMED BY QUALIFIED TRADESMAN. REFER TO ARCH CUT AND PATCH

SPECIFICATION FOR ADDITIONAL INFORMATION.

D. CONTRACTOR SHALL COMPLETE HYDRANT FLOW TEST WITHIN FIRST 3-THREE WEEKS OF

AWARD OF CONTRACT. FLOW TEST SHALL INCLUDE LINE SERVICING DOMESTIC WATER AND

FIRE WATER TO THE BUILDING. CONTRACTOR TO SUBMIT RESULTS TO DESIGN WITHIN ONE (1)

WEEK OF TEST.

GENERAL DEMOLITION NOTES - PLUMBING:

A. INACCESSIBLE PIPING BURIED IN EXISTING WALLS REMAINING AND CONCRETE SLABS MAY BE

ABANDONED IN PLACE.

B. ANY HOLES IN WALLS, FLOORS, CEILINGS, ROOFS, ETC. CREATED AS A RESULT OF THE

PLUMBING SYSTEMS DEMOLITION SHALL BE PATCHED TO MATCH THE ADJACENT SURFACES.

PATCH SHALL BE PERFORMED BY QUALIFIED TRADESMAN. REFER TO ARCHITECTURAL CUT

AND PATCH SPECIFICATION FOR ADDITIONAL INFORMATION.

C. WHERE WORK IS REQUIRED ABOVE EXISTING CEILINGS AND/OR OUTSIDE OF THE SCOPE OF

WORK AREA, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CUT, PATCH, REMOVAL, AND

REINSTALLATION (OR REPLACEMENT IF DAMAGED) OF ALL CEILING TILES, HARD CEILINGS, AND

GRID MEMBERS NECESSARY TO PERFORM THE WORK. THIS SHALL BE PERFORMED AT THIS

CONTRACTOR'S EXPENSE. COORDINATE CLOSELY WITH THE ARCHITECT AND GENERAL

CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CEILING LOCATIONS.

D. VERIFY WITH OWNER PRIOR TO DEMOLITION IF ANY ITEMS ARE TO BE SALVAGED.

E. ALL SYSTEM SHUTDOWNS SHALL BE SCHEDULED WITH THE FACILITIES ENGINEER A MINIMUM

OF 48 HOURS IN ADVANCE.

F. THE PLUMBING CONTRACTOR SHALL CLEAN UP CONSTRUCTION DEBRIS DURING AND AFTER

PLUMBING DEMOLITION.

G. THE PLUMBING CONTRACTOR SHALL DISPOSE OF DEMOLISHED PLUMBING FIXTURES AND

COORDINATE WITH THE GENERAL CONTRACTOR.

H. PRIOR TO STARTING THE DEMOLITION WORK, THE PLUMBING CONTRACTOR SHALL VERIFY

WITH THE ELECTRICAL CONTRACTOR THAT POWER FEEDS AND CONTROL WIRING HAVE BEEN

DISCONNECTED AND LOCKED OUT FROM PLUMBING EQUIPMENT WHICH IS TO BE REMOVED.

I. THE PLUMBING CONTRACTOR SHALL REPAIR OR REPLACE ANY DUCT OR PIPING INSULATION

DAMAGED DURING DEMOLITION WORK.

J. THE PLUMBING CONTRACTOR SHALL AVOID DAMAGING EXISTING DOMESTIC AND SANITARY

PLUMBING, HVAC SYSTEMS, ELECTRICAL SYSTEMS, ETC. IF ANY OF THESE SERVICES ARE

DAMAGED, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR

REPLACEMENT OF DAMAGED PLUMBING LINES, DUCTWORK, CONDUITS, BUILDING MATERIALS,

ETC., AND CLEAN-UP OF AREA AFFECTED BY DAMAGED SYSTEM AT THE EXPENSE OF THE

PLUMBING CONTRACTOR.

K. ANY WORK REQUIRED OUTSIDE OF THE PROJECT'S LIMITS SHALL BE PERFORMED AT NIGHT OR

ON THE WEEKEND AND SCHEDULED THROUGH THE FACILITY ENGINEER.

MOP BASIN

FAUCET WITH INTEGRAL

VACUUM BREAKER

3/4" HW AND CW

WATER HAMMER

ARRESTOR (TYPICAL)

PROVIDE CHECK VALVES

ABOVE THE CEILING

BALL

VALVES

NOT TO SCALE

HOSE BIB

EXISTING CONDITIONS NOTES - PLUMBING:

A. PRIOR TO COMMENCEMENT OF WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED.

PHOTOGRAPH OR VIDEOTAPE EXISTING CONDITIONS TO ESTABLISH EXISTING SURFACE

CONDITION, FINISHES, FURNISHINGS, EQUIPMENT OR SURROUNDING PROPERTIES WHICH

COULD BE CONSTRUED AS DAMAGE RESULTING FROM CONSTRUCTION WORK; FILE WITH

OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK.

B. CONTRACTOR UNDERSTANDS THE BUILDING IS IN OPERABLE CONDITION AND PORTIONS OF

THEIR SCOPE OF WORK WILL REPLACE EXISTING INFRASTRUCTURE AND RECONNECT TO

EXISTING INFRASTRUCTURE.

C. CONTRACTOR SHALL EXERCISE AND VALIDATE OPERATION OF ALL PLUMBING VALVES,

SENSORS, CONTROL DEVICES, PUMPS, ETC, NOT BEING REPLACED TO CONFIRM AND VALIDATE

OPERATION. ANY SYSTEMS PROVEN TO BE NON-FUNCTIONAL SHALL BE IDENTIFIED BY THE

CONTRACTOR AND BROUGHT TO THE ATTENTION OF THE DESIGN TEAM AND OWNER FOR

DIRECTION, PRIOR TO DEMOLITION OF THE EXISTING PLUMBING SYSTEM.

D. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL REMAINING PLUMBING INFRASTRUCTURE IN

SIMILAR CONDITION AS RECEIVED WHEN THE BUILDING WAS DELIVERED TO THE CONTRACTOR

FOR WORK.

E. CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MITIGATE ANY DETERIORATION, CORROSION, ETC., OF THE PLUMBING SYSTEM AND ASSOCIATED INSULATION DURING CONSTRUCTION.

F. CONTRACTOR SHALL DOCUMENT ALL LEAKS IN THE OPERATING PLUMBING SYSTEM PRIOR TO

START OF DEMOLITION. ANY LEAKS SHALL BE IDENTIFIED BY THE CONTRACTOR AND BROUGHT

TO THE ATTENTION OF THE DESIGN TEAM AND OWNER FOR DIRECTION.

G. CONTRACTOR SHALL DOCUMENT THE EXISTING OPERATING PRESSURES AND TEMPERATURES

OF THE PLUMBING SYSTEMS (PIPING, PUMPS, ETC.) AND SUBMIT TO THE DESIGN TEAM FOR

RECORD, AT THE START OF CONSTRUCTION.

H. ALL PRESSURE TESTING OF THE COMPLETE PLUMBING SYSTEM SHALL BE TESTED TO BOTH

THE EXISTING OPERATION PRESSURE AND THE NEW DESIGN’S OPERATING PRESSURE.

CONTRACTOR SHALL ALSO COMPLY WITH ANY LOCAL TESTING CODE COMPLIANCE

REGULATIONS.

PLUMBING LEGEND

SANITARY VENT PIPING

P

V

G

ABOVE FINISHED FLOOR

CLEANOUT

COLD WATER

DOMESTIC WATER CIRCULATING PUMP

EXPANSION TANK

EXTERIOR CLEANOUT

FLOOR DRAIN

FREEZE PROOF WALL HYDRANT

GENERAL CONTRACTOR

HOSE BIBB

HOT WATER

MANHOLE

NOT TO SCALE

OPEN RECEPTACLE

POLYVINYL CHLORIDE

PUMP DISCHARGE

SUMP PUMP

TYPICAL

VENT THROUGH ROOF

WATER HEATER

SANITARY PIPING

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING (120° F)

DOMESTIC HOT WATER RETURN PIPING (120° F)

NATURAL GAS PIPING

NATURAL GAS PIPING (2.5 PSIG)

RELIEF VALVE DISCHARGE

PRESSURE RELIEF VALVE

UNION

DIGITAL THERMOMETER

PRESSURE GAUGE

GATE VALVE

BALANCING VALVE

SOLENOID VALVE

GAS SHUT-OFF VALVE

CHECK VALVE

DOUBLE CHECK VALVE ASSEMBLY

BALL VALVE

BALL VALVE IN RISER

PIPING ELBOW (TURNED UP/DOWN)

PIPING TEE (TURNED UP/DOWN)

REDUCED PRESSURE BACKFLOW PREVENTER

2.5# G

RVD

SAN

AFF

CO

CW

DP

ET

ECO

FD

FPWH

GC

HB

HW

MH

NTS

OR

PVC

PD

SP

TYP

VTR

WH

DESIGNATOR FIXTURE CW

MINIMUM 2'' SANITARY PIPING UNDERGROUND.

PIPE SIZES ARE AS INDICATED UNLESS OTHERWISE NOTED ON FLOOR PLANS AND RISER DIAGRAMS

PROVIDE ALL REQUIRED PIPING TO FIXTURES INDICATED ON THE FLOOR PLANS, INDICATED WITH A ''P''

DESIGNATION. PROVIDE PIPING OF SIZE INDICATED IN THIS SCHEDULE.

PIPE ALL EQUIPMENT (SUPPLIED BY OTHERS) AS REQUIRED TO OBTAIN A FULL AND OPERATIONAL SYSTEM.

PROVIDE BACKFLOW PROTECTION AS/IF REQUIRED BY THE DETAILS AND BY THE KENTUCKY PLUMBING CODE.

ALL EQUIPMENT SHALL BE CONNECTED PER THE MANUFACTURER'S REQUIREMENTS. THE PLUMBING CONTRACTOR SHALL ALSO INSTALL ANY DRAIN PIPING CONNECTIONS AND SPILL INDIRECTLY TO EITHER AN OPEN RECEPTACLE OR FLOOR DRAIN. REFER TO ARCHITECTURAL PLANS FOR EXACT PLACEMENT OF ALL EQUIPMENT.

HW SAN VENT

P-1A 4"--11/4" 2"

P-4 11/2"

FD-1 3" GENERAL FLOOR DRAIN ----

1/2" 1/2"

3" 11/2"

P-2 1/2" 1/2" 11/2"2"

2"

STAINLESS STEEL SHIELD

INSULATION

HANGER ROD SECURED

NOTE:

ATTACH ALL HANGERS

TO STRUCTURE, HANGERS

SHALL NOT ATTACH TO

THE DECK.

GALVANIZED THREADED

TO STRUCTURE

CLEVIS HANGER

LOCK NUT

PIPE

PIPE HANGER DETAIL

NOT TO SCALE

P-5 MOP SINK 3/4" 11/2"3"3/4"

WATER CLOSET – FLOOR MOUNTED – AUTOMATIC FLUSH VALVE - ADA

P-2A

LAVATORY – COUNTERTOP–AUTOMATIC BATTERY POWERED FAUCET - ADA

1/2" 1/2" 11/2"2"

P-3 URINAL – WALL HUNG – AUTOMATIC FLUSH VALVE - ADA 1/2" 11/2"2"

SINGLE COMPARTMENT SINK – 22”X19” - AUTOMATIC BATTERY POWERED FAUCET

P-6 SHOWER FITTING SET - STANDARD 11/2"1/2"

1/2" 2"

11/2"1/2"

1/2" 2"P-6A SHOWER FITTING SET - ADA

11/2"1/2"

1/2" 2"P-7 WATER & DRAIN CONNECTION BOX (WASHING MACHINE)

ISLAND VENT DETAIL

CLEANOUT

BELOW FLOOR

FOOT VENT

"Y" FITTING

FINISH FLOOR

WALL

IN WALL

VENT UP

90°

HIGH AS POSSIBLE

BRING VENT UP AS

THE COUNTERTOP

RIM OF SINK OR

HIGH WATER LEVEL

45° (TYPICAL)

VENT

WASTE

NOT TO SCALE

CLEANOUT

CLEANOUT

NOT TO SCALE

TAG

MODEL

MANUFACTURER

HEAD (FT)

GPM

VOLTAGE / MAX FUSE

HP

1456-OSS

WEIL PUMP

SP-1

115V / 1 PH

0.5

REMARKS:

PROVIDE ALL NECESSARY STARTERS, CONTROLS,

DISCONNECTS. COORDINATE ALL CONNECTIONS WITH

THE ELECTRICAL CONTRACTOR.

11/2"3/4"

2"P-8 BI-LEVEL DRINKING FOUNTAIN WITH BOTTLE FILLING STATION, HI-LO - ADA --

11/2"1/2"

2"P-9 WATER CONNECTION BOX (REFRIGERATOR/ICE MACHINE) --

P-1 4"--11/4" 2"WATER CLOSET – FLOOR MOUNTED – AUTOMATIC FLUSH VALVE – STANDARD HEIGHT

LAVATORY – WALL HUNG – AUTOMATIC BATTERY POWERED FAUCET - ADA

P-4A 11/2"1/2"

1/2" 2"SINGLE COMPARTMENT SINK – 22”X19” - MANUAL FAUCET

FPWH FREEZE-PROOF WALL HYDRANT --3/4"

P

P

DOMESTIC WATER SERVICE ENTRY DETAIL

NOT TO SCALE

3" WILKINS MODEL 375-SAG

PREVENTER WITH BALL VALVES,

REDUCED PRESSURE BACKFLOW

3"

4"

4"

4"

3"

HOSE BIBB

PRESSURE GAUGE

(TYPICAL)

PIPE AIR GAP FITTINGS

TO OUTDOORS

EXISTING MAIN SHUT-OFF

VALVE AT ENTRY

EXISTING 4" DOMESTIC WATER

OUT TO SITE

STRAINER

(TYPICAL)

BALL VALVE

(TYPICAL)

FINISH FLOOR

STRAINER AND AIR GAP. (BYPASS)

4" WATTS MODEL LF909-QT-FDA

PREVENTER WITH BALL VALVES,

REDUCED PRESSURE BACKFLOW

STRAINER AND AIR GAP.

TO BUILDING VALVED FOR

FUTURE

ADDITION

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SERVICES SUPPORT

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DECA LOG #

DECA REVIEWED

FOR INTENT ONLY

DRAWING NO.

COMMONWEALTH OF KENTUCKY

101 old lafayette avenue lexington, kentucky 40502 p 859.254.4018 Copyright 2024

PHASE

DESCRIPTION OF REVISIONS DATE

RTA

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

DRAWING INFORMATION

rosstarrant architects

540-CALK-SD19-00

P0.1

MIDDLETON HALL DORMITORY

PLUMBING LEGEND, SCHEDULE AND NOTES

Kentucky School for the Deaf

ADDENDUM 2 12/6/2024

540-CALK-SD19-00

PMG

JLK

11/18/24

23025

11/18/24

REVISIONS

# DATE DESCRIPTION

P-1A

P-1A

P-4

P-2

P-2

P-2

P-2

P-4

P-2

P-4

P-2P-2

P-2

P-2

P-2 P-2

P-4

P-4

P-4

P-2

P-2

P-2 P-2

P-4

P-2 P-2

P-4

P-4

P-2 P-2

P-2A

P-3

P-4A

P-2 P-2

P-4

P-6 P-6 P-6A

P-6 P-6P-6

P-6A

P-6

P-6

P-6

P-6

3/4"ø E(HW)

3/4"ø E(HWR)

4"ø E(V)

4" ø

E (V

1 1/2"ø E(CW) 1 1/2"ø E(HW)

3/4"ø E(HWR)

1/

2" ø

E (C

W

1/

2" ø

E (H

W

3/ 4" ø E

(H W

R

3/ 4" ø E

(H W

R

1/

2" ø

E (H

W

1/

2" ø

E (C

W

1" ø

E (H

W

1/

2" ø

E (C

W

3/4"ø E(HWR) DN 1 1/2"ø E(HW) DN

2 1/2"ø E(CW) DN

P-2A

RESTROOM

LINEN STORAGE

HOUSEKEEPING

OFFICE

LAUNDRY

TOILET

105C

TOILET

102C

BATH

102D

BATH

105D

JANITOR CLOSET

MECH.

BATH

108C

BED/STUDY

108A

BED/STUDY

108B

BATH

110D

TOILET

110C

TOILET

109C

BATH

109D

MECH.

110D-1

STAIR

SC

STAIR

SB

BED/STUDY

128A

BED/STUDY

128B

BATH

128C

MECH.

LINEN STORAGE

OFFICE

BATH

129D

MECH.

130C-1

BATH

130C

TOILET

129C

HOUSEKEEPING

RESTROOM

MECH.

124A

BATH

121D

BATH

125D

TOILET

125C

TOILET

121C

BED/STUDY

121A

BED/STUDY

121B

MECH.

MULTI-PURPOSE ROOM

CUST./STORAGE

118A

COMMUNITY KITCHEN

BATHROOM

113C

MECH.

CORRIDOR

CD1-A

CORRIDOR

CD1-B

LIVING ROOM

MECH.

105D-1

BREAK ROOM

116A

SENSORY

116B

BED/STUDY

113B

BED/STUDY

110B

BED/STUDY

109B

BED/STUDY

109A

LIVING ROOM

BED/STUDY

113ABED/STUDY

110A

LIVING ROOM

LIVING ROOM

LIVING ROOM

BED/STUDY

105B

BED/STUDY

105A

BED/STUDY

102B

BED/STUDY

102A

LIVING ROOM

LIVING ROOM

LIVING ROOM

BED/STUDY

130A

BED/STUDY

130B

BED/STUDY

129B

BED/STUDY

129A

LIVING ROOM

LIVING ROOM

BED/STUDY

125A

BED/STUDY

125B

LIVING ROOM

COMMON SPACE

CONVERSATION

117A

COAT ROOM

COMMONS

117VENDING

106 LOBBY

LA

ALCOVE

CORRIDOR

CD1-C

STAIR

SA

3/ 4" ø E

(C W

3/ 4" ø E

(H W

2"ø E(CW)

1 1/4"ø E(HW)

P-4

P-7

P-8

P1

P1 P1

P1

P1 P1

P1 P1

P1

P1

P1

P1

P1

P1

P1

P7

P8

P9P9

P-1A

P-3

P-1A

P-4A

P1

P28

P1

FD-1

P-9

P-9

P-1 P-1

P-1 P-1

P-1

P-1

P-1

2"ø SAN

P21

P-1

1 1/4"ø CW

P22

CO

P-1A

P23

P1

CO

P25

P-4A

1/2"ø HW DN

1/2"ø CW DN

3"ø SAN DN

1/

2" ø

V

P1

P28 P28

P28

P28

P28 P28

P28

P28

P28

P28 P28

P28

P28

P28

P28P28

P28

P28

P28

4"ø E(V) UP

P1

P28 P28

P24

1/2"ø HW

1/2"ø CW

P30

1 1/2"ø E(CW)

1"ø E(HW)

3/ 4" ø E

(H W

1 1/2"ø E(CW)

3/ 4" ø E

(H W

R

3/ 4" ø E

(H W

R

P24

P31

P31 P31

P31

P32

P39 P39 P41P41

3/ 4" ø E

(C W

3/

4" ø

E (H

W

3/ 4" ø E

(H W

3/

4" ø

E (C

W

P4

P-9

1/ 2" ø H

W 1/

2" ø

C W

P43

1/

2" ø

V

P43

FPWH

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SERVICES SUPPORT

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DECA LOG #

DECA REVIEWED

FOR INTENT ONLY

DRAWING NO.

COMMONWEALTH OF KENTUCKY

101 old lafayette avenue lexington, kentucky 40502 p 859.254.4018 Copyright 2024

PHASE

DESCRIPTION OF REVISIONS DATE

RTA

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

DRAWING INFORMATION

rosstarrant architects

540-CALK-SD19-00

P2.1

MIDDLETON HALL DORMITORY

FIRST FLOOR PLUMBING PLAN

Kentucky School for the Deaf

ADDENDUM 2 12/6/2024

540-CALK-SD19-00

PMG

JLK

11/18/24

23025

11/18/24

KEYNOTES

P1 RECONNECT EXISTING PIPING TO NEW SINK IN

SAME LOCATIONS AS EXISTING. CONTRACTOR

SHALL REVISE EXISTING PIPING AS REQUIRED TO

MAKE NEW CONNECTION.

P4 CONNECT 1/2" HW AND DRAIN CONNECTION TO

DISHWASHER FROM ADJACENT SINK. PROVIDE

FITTINGS AS REQUIRED.

P7 1-1/2" V UP.

P8 CONNECT NEW ICE MACHINE TO EXISTING

UTILITIES.

P9 EXISTING 4" V UP.

P21 1/2" CW & 1/2" HW UP. CONNECT TO EXISTING

ABOVE CEILING.

P22 3/4" CW DOWN IN STUD WALL TO NEW

FREEZE-PROOF WALL HYDRANT.

P23 CONNECT TO EXISTING 2" SANITARY AND 2" V UP.

P24 3/4" CW AND 3/4" HW UP AND DN IN WALL. EXTEND

HORIZONTALLY TO FIXTURES AND CONNECT.

P25 EXISTING 3" V UP.

P28 CONNECT NEW FIXTURE TO EXISTING STUB OUTS.

CONFIRM ALL DRAIN LOCATIONS PRIOR TO

INSTALLATION.

P30 EXISTING WALL HYDRANT.

P31 EXISTING CW/HW UP AND DOWN TO FIXTURES.

P32 1/2" CW/HW UP AND DOWN TO FIXTURES.

P39 EXISTING SANITARY UP AND DOWN.

P41 2" SANITARY UP.

P43 CONNECT 1/2" CW CONNECTION FROM ADJACENT

SINK.

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

LEVEL 1 - PLUMBING PLAN

REVISIONS

# DATE DESCRIPTION

OS OS

OS OS

OS

VS

VS

OS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

H1H1

H1H1

H1 H1E H1E

H1 H1 H1E

H1 H1 H1

E1

E1

E1 E1

E1

E1

H1

H1

D1

H1

H1

H1 H1

D1

D1

V2

B1 B1

FA

AA

A1

LSOLTG

A3

A2

BED/STUDY

011A

BED/STUDY

011B

BED/STUDY

010B

BED/STUDY

010A

LIVING ROOM

BATH

011D

TOILET

011C

MECH.

010D-1

TOILET

010C

BATH

010D

CORRIDOR

CA-002

LINEN STORAGE

BULK STORAGE

LIVING ROOM

LIVING ROOM

STORAGE

BATH

007C

BED/STUDY

007B BED/STUDY

004B

BED/STUDY

004A

LIVING ROOM

BATH

004D

TOILET

004C

MECH.

007C-1

JANITOR CLOSET

ALCOVE

HOUSEKEEPING

002 PASSAGE

RECREATION ROOM

TRUNK STORAGE

011A

MECHANICAL ROOM

CORRIDOR

CA-001

W1

L1

D2

D1

L1 L1

L1 L1 L1

L1

L1

W1

D2

W1

D1

D3 D3

D3

D3 D3

D3

D3 D3

D3

D3D3

D3

D3D3

W1

D3D3D3

D3

D3

.LV2

.LV2

.LV2 .LV2

L1

D3 D3

D3

D3

L1 L1 L1 L1 L1

.LV2 .LV2 .LV2 .LV2

L1 L1

L2

UC1

UC1

UC1 UC1 UC1

A3-5

D3

L2 L2 L2 L2

L2

L2

L2

L2 L2 L2

L2

L2

L2 L2 L2 L2

K1

K1

E

L2

L2

L2

V1

V1

.IL

K1

TO FIXTURES

ABOVE

LS-6

E-1

.LV2

.LV2 .LV2 .LV2

.LV2

.LV2

.LV2

.LV2

LS-7

STAIR

SA

TO FIXTURE

ABOVE

LS-1

ROUTE TO TOP

OF SHAFT

a b

A1-3

D2

.LV2

.LV2

L2 a a c a a a a,b b b

.LV2

a,b c c,d d d a b a b a b a b a b a b a b

D2

D1

D2

A3-6 .LV2a aa aa c c

.LV2

a,b b b b

.LV2

c,d D3

D3

D3 D3

D3

D3 aa aa c c

D3 a

D3

A2-5

.LV2

c,d d d b b

.LV1

.VSa,b a,b

.LV2

.VS .VS

D1

D2

D1

D2 .LV2 a,b

D3

D3

D3

D3 D3

D3

.VS

.LV2

a,b

.LV2

a,b

A2-6

.LV2

c,d cc c da aa a b b b

LS-12

.LV1

.LV1

A1-8

A1-9

X1

X1 X1

A2-5

STAIR

SC

L2

L2

EXISTING UTILITY

TRANSFORMER

X1

X1

X1

X1

X1

X1

L1

V2 L1

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SERVICES SUPPORT

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DECA LOG #

DECA REVIEWED

FOR INTENT ONLY

DRAWING NO.

COMMONWEALTH OF KENTUCKY

101 old lafayette avenue lexington, kentucky 40502 p 859.254.4018 Copyright 2024

PHASE

DESCRIPTION OF REVISIONS DATE

RTA

REVISION HISTORY OF THIS DRAWING

DESCRIPTION OF REVISIONS DATE

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

RTA DATE

DRAWING INFORMATION

rosstarrant architects

540-CALK-SD19-00

E2.0

MIDDLETON HALL DORMITORY

ELECTRICAL GROUND FLOOR LIGHTING PLAN

Kentucky School for the Deaf

540-CALK-SD19-00

BKB

GTW

11/18/24

23025

11/12/24

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

GROUND FLOOR LIGHTING - NEW WORK

GENERAL NOTES (LIGHTING):

A. REFER TO THE ARCHITECT'S REFLECTED CEILING PLANS, ELEVATIONS,

AND CASEWORK DETAILS FOR EXACT LOCATIONS OF ALL WALL AND

CEILING MOUNTED ELECTRICAL DEVICES.

B. CONTRACTOR SHALL FOLLOW BRANCH CIRCUITING LAY-OUT, AS

INDICATED ON THE FLOOR PLANS, WITH A MAXIMUM OF THREE (3)

BRANCH CIRCUITS PER HOMERUN. EACH BRANCH CIRCUIT SHALL BE

PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR. DEDICATED

NEUTRAL CONDUCTORS SHALL BE CONSIDERED CURRENT

CARRYING. IF ADDITIONAL CONDUCTORS ARE RAN IN THE SAME

CONDUIT WITH THOSE INDICATED, CONTRACTOR SHALL DERATE ALL

CURRENT CARRYING CONDUCTORS PER N.E.C. #310.15(B)(3), AND

UPSIZE CONDUIT AS REQUIRED PER N.E.C. #300.17 AND ANNEX

C. MULTIWIRE BRANCH CIRCUITS AS DEFINED IN N.E.C #100 / 210.4

(CIRCUITS SHARING A COMMON NEUTRAL CONDUCTOR) SHALL NOT BE

PERMITTED.

C. IDENTIFY THE PANEL AND CIRCUIT NUMBER FOR ALL RECEPTACLES,

SWITCHES, ETC. IN AREA OF CONSTRUCTION. PROVIDE CLEAR

ADHESIVE LABELS WITH BLACK LETTERING. IN HEALTHCARE FACILITIES,

ENGRAVE EMERGENCY DEVICE COVERPLATES IN PATIENT CARE

AREAS. ALSO, MARK INSIDES OF ALL DEVICE BOXES WITH PANEL AND

CIRCUIT NUMBER.

D. LOCATE CHAIN-HUNG INDUSTRIAL FIXTURES IN MECHANICAL ROOMS TO

AVOID DUCTWORK AND PIPING, TO MAXIMIZE AVAILABLE LIGHT. SPACE

AROUND EQUIPMENT, AIR HANDLERS, ETC. TO PROVIDE ADEQUATE

LIGHTING TO ALL AREAS OF ROOM. PROVIDE ADDITIONAL FIXTURES OF

SAME TYPE AS NEEDED TO FULFILL THIS REQUIREMENT.

E. LOCATE EXIT SIGNS FOR MAXIMUM VIEWING AREA TO IDENTIFY EGRESS

PATHS AS INDICATED ON PLANS. COORDINATE LOCATIONS SUCH THAT

ARCHITECTURAL FEATURES OR EQUIPMENT FROM OTHER TRADES DO

NOT OBSTRUCT VIEW.

F. LUMINAIRES INDICATED WITH MULTI-LEVEL SWITCHING SHALL HAVE

SIMILAR LAMPS CONTROLLED TOGETHER, I.E. INBOARD AND OUTBOARD

LAMPS OR RIGHT AND LEFT HAND LAMPS.

G. ALL LIGHTING FIXTURE LENSES, PARABOLIC LOUVERS, DOWNLIGHTING

ALZAK CONES AND "PARACUBE" LOUVERS SHALL BE HANDLED WITH

COTTON GLOVES DURING INSTALLATION AND LAMPING TO AVOID

FINGERPRINTS OR DIRT DEPOSITS. IT IS PREFERRED THAT FIXTURES

BE SHIPPED AND INSTALLED WITH CLEAR PLASTIC BAGS TO PROTECT

LOUVERS. AT CLOSE OF PROJECT, AND AFTER CONSTRUCTION AIR

FILTERS ARE CHANGED, REMOVE BAGS. ANY LOUVER OR CONE

SHOWING DIRT OR FINGER PRINTS SHALL BE CLEANED WITH SOLVENT

RECOMMENDED BY THE MANUFACTURER, OR REPLACED AS

NECESSARY IN ORDER TO TURN OVER TO THE OWNER NEW FIXTURES

AT OCCUPANCY.

H. RECESSED LUMINAIRES SHALL BE SECURED SUCH THAT THE FORCE

REQUIRED INSERTING LAMPS, TRIMS, LENSES, LOUVERS, OR DOOR

FRAMES DOES NOT SHIFT HOUSING. ALL TRIMS SHALL BE COMPLETELY

FLUSH WITH FINISHED CEILINGS AT COMPLETION OF CONSTRUCTION.

I. CONTRACTOR SHALL PROVIDE UNSWITCHED LIFE-SAFETY EMERGENCY

BRANCH CIRCUIT TO ALL EXIT SIGNS, EMERGENCY INVERTER BATTERY

PACKS, AND NIGHT LIGHTS, AS REQUIRED.

KEYNOTES

L1 CIRCUIT THROUGH LIGHTING CONTACTOR PANEL.

REVISIONS

# DATE DESCRIPTION

1 12/06/2024 Addendum 2 jkarem Snapshot jkarem Snapshot

OS OS OS OS

OS

OS

OS

OS

OS

OS

OS

OS

VS VS

VS VS

VS

OS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS

VS VS

VS

VS

VS

VS

VS

OS OS

H1B1 B2 H1

B4

H1

B5

H1

B7

B6 H1

H1

H1H1

H1 H1

D4

H1

D4

H1

D4 D4 D4 D4

D4

D4

D4

D4

D4

D4

K1

D4

H1

D1

H1

H1

H1

K1 K1

B1 B1B1B1

B1

B1

H1

B3

LIVING ROOM

BED/STUDY

110A

BED/STUDY

110B

BED/STUDY

109B

BED/STUDY

109A

LIVING ROOM

BATH

109D

TOILET

109C MECH.

110D-1 TOILET

110C

BATH

110D

LIVING ROOM

BED/STUDY

113A

BED/STUDY

113B

BREAK ROOM

116A

SENSORY

116B

RESTROOM

MECH.

BATHROOM

113C

JANITOR CLOSET

STAIR

SA

COMMUNITY

KITCHEN

ALCOVE

MULTI-PURPOSE

ROOM

LIVING ROOM

BED/STUDY

121A

BED/STUDY

121B

BED/STUDY

125B

BED/STUDY

125A

OFFICE

RESTROOM

LIVING ROOM

LIVING ROOM

MECH.

124A

LINEN STORAGE

MECH.

LIVING ROOM

LIVING ROOM

BED/STUDY

128A

BED/STUDY

128BBATH

128C

BED/STUDY

129A

BED/STUDY

129B

LIVING ROOM

BATH

129D

MECH.

130C-1

BATH

130C

BED/STUDY

130B

BED/STUDY

130A

LIVING ROOM

HOUSEKEEPING

STAIR

SB

CORRIDOR

CD1-A

BED/STUDY

105A

BED/STUDY

105B

BED/STUDY

102B BED/STUDY

102A

BATH

105D

BATH

102D

LIVING ROOM

BED/STUDY

108B

BED/STUDY

108A

LIVING ROOM

BATH

108C

LOBBY

LA

COAT ROOM

OFFICE

LAUNDRY

STAIR

SC

LINEN STORAGE

HOUSEKEEPING

COMMONS

CONVERSATION

117A

BATH

125D

TOILET

125C

CUST./STORAGE

118A

BATH

121D

TOILET

121C

MECH.

TOILET

102C

TOILET

105C

CORRIDOR

CD1-B

VENDING

MECH.

L1 L1 L1 L1 L1 L1

L1 L1 L1 L1

L1 L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

W1

D1 D1

D2 D2

W1

D2

W1 D2

D2

D1D1

W1

D2

D2W1

W1

W1

D2

D1

D2 D1

W1W1

D2

W1

D1 D2

W1

D2

UC1

UC1

D3 D3

D3D3

D3 D3

D3 D3

D3

D3 D3

D3

UC1

D3 D3

D3

D3 D3

D3

D3 D3

D3

D3

D3 D3

D3

D3

D3 D3

D3

D3 D3

D3

D3

UC1

D3D3

D3 D3

D3D3

D3

D3 D3

D3D3

D3 D3

D3

UC1

D3D3

D3 D3

D3 D3

D3

D3

D3D3

D3 D3

D3D3

UC1

UC1

D3D3

D3 D3

D3

D3

D3

D3

D3 D3

COMMON SPACE

D3

D3

D3

D3 D3

D3

D3D3

E1 E1

E1E1

D3

D3 D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

L1 L1

.LV2

.LV2 .LV2

L1 L1

D3

.LV2

.LV2

L1 L1

.LV1 .LV1

L1

L1

L1

L1

L1

L1

L1

.LV2

.LV2

.LV2

.LV2

D3

L1

L1

L1

L1

.LV2

.LV2

.LV2

.LV2

D3

D3

L1 L1L1L1L1L1

.LV2 .LV2

.LV2 .LV2 .LV2 .LV2

.LV2

.LV2

.LV2

.LV2

.LV2

D2

L4 L4

L4L4

L4 L4 L4

L4

L4 L4

L4

L4

L4

L4

L4

L4L4

L4

L4L4

L4L4 L4

L4

W1

W1

W1

W1W1

L4L4L4

W1

D3 D3

UC1 UC1

UC1

UC1

B3-9