ADDENDUM NUMBER 4

Leitchfield Water Treatment Plant Leitchfield utilities Commission

Bid Opening Date: November 15, 2018 at 2:00 PM local time Date of Addendum: November 12, 2018 Bidders shall conform to the following changes as same shall become binding upon the Contract to be issued in response to the Invitation to Bid. The Contract Documents shall be revised and/or amended as set forth herein:

1. Fluoride and Chemical Room ceilings shall use the same ceiling system as filter room.

2. Conduit in walls and above ceilings in offices, file room, and lab can be EMT. 3. The Warren Rural Electric (WREC) is the power company for the WTP site.

WREC installs new, primary electrical service above or below ground. Cost of below grade shall be contractor’s responsibility. Power Company installs transformer and metering device. Contractor installs meter support and transformer pad to Power Company specifications. Primary service conduit, conductors sized by Power Company. Secondary service conduit, conductors if not shown on drawings or in SPECS are sized by contractor according to load and national electrical code.

4. Overhead electric is to be relocated by Warren Rural Electric. All costs associated with the relocation shall be paid by the Contractor. All bids shall include a $30,000 allowance for this relocation. Contractor will be paid for actual invoice amounts from Warren Rural Electric. Any costs over $30,000 will be added by change order during construction. If total costs are less than $30,000 a deductive change order will be executed for the difference.

5. Flagpole Specifications attached. 6. Sheet-4 Item 30 “Concrete Vault With Propeller Meter” shall be revised to 4’

diameter round manhole with Flo-Dar flow meter and data logger, specifications attached. These flow meters are not in HTI’s scope.

7. Refrigerator, lab refrigerator, ice maker, range, microwave, range hood, washing machine, and clothes dryer shall be selected by furnished by Owner and installed by contractor.

8. There is no VCT flooring in this project. 9. Specify that he safety shower is furnished with an ADA compliant mixing valve. 10. Revised Header and Jamb details and revised door schedules on Sheet A-8 are

attached. 11. Downspout drains have been revised and are shown on Sheet 4, attached. 12. American Iron and Steel requirements apply to this project. 13. 18-pulse VFDs are not required. 14. Manual bypasses for VFDs are NOT required.

15. No permanent sign is required for the WTP. 16. Sample lines will be plumbed to the lab sink. The lab sink drain shall be plumbed

to the pipe gallery sump approximately 1’ from the pipe gallery floor drain. 17. Extend septic tank away from WTP building as needed to allow for gravity flow

from first floor plumbing fixtures and drains. 18. Change MCCA, A-3 to 200 AMP circuit breaker with 3-3/0+ - #6 GND, 2”

conduit. 19. Change MCCA, B-3 to 300 AMP circuit breaker with 3-350 MCM + #4 GND, 3”

conduit. 20. Change MCCA, C-1 to 3-350 MCM + #4 GND, 3” conduit. 21. Change MCCA, D-1 to 3-350 MCM + #4 GND, 3” conduit. 22. Change MCCA, E-1 to 600 AMP Breaker with 2 sets 3-350 MCM + 1/0 GND, 3”

conduit 23. Change MCCA, F-1 to 600 AMP circuit breaker with 2 sets 3-350 MCM + 1/0

GND, 3” conduit. 24. Change MCCA, G-1 to 200 AMP circuit breaker. Change wire to 3-30/0 + #6

GND, 2” C. 25. Change transformer T-1 & T-2 to 75 KVA. 26. Change MCCA, G-2 to transformer T-1 to 3 #3 + #6 GND, 1-1/2” C. Change

wire to panel PPA to 3 #3 + #6 GND, 2” C. 27. Change MCCA, G-3 to transformer T-2 to 3 #3 + #6 GND, 1-1/2” C. Change

wire to panel PPB to 3 #3/0 + #6 GND, 2” C. 28. Change MCCA, G-2 to 90 AMP circuit breaker. Change wire to transformer T-1

to 3 #3 + #6 GND, 1-1/2” C. 29. Change MCCA, G3 to 0 AMP circuit breaker. Change wire to transformer T-2 to

3 #3 + #6 GND, 1-1/2” C. 30. Transformer T-3 shall be 30 KVA. 31. Change wire from transformer T-3 to panel LPA to 3 #2 + #6 GND, 1-1/2” C. 32. Change MCCB, B1 wire to panel PPD to 3 #2 + #6 GND, 1-1/2” C. 33. Transformer T-4 shall be 75 KVA. 34. MCCB, B-2 shall have a 90 AMP circuit breaker. Wire to transformer T-4 shall

be 3 #3 + #6 GND, 1-1/2” C. Wire to panel PLP shall be 3 #3 + #6 GND, 2” C. 35. Lab ceiling finish shall be SFT. Revised Sheet A-8 attached. 36. The recessed space above door 1 requires a 26 gauge galvanized, prefinished,

perforated (vented) ceiling complete with steel structural, 18 gauge galvanized supports (ceiling rafters) @ 16" o.c. & pre-finished steel flashing & trim.

37. Exterior siding on WTP Building shall be 26 gauge galvanized steel pre-finished, ribbed panels, 36" wide with ribs @ 12" o.c. Attached to concrete masonry units with 7/8" galvanized steel "Hat Channel" horizontal furring @ 24" o.c. Wall panels shall be furnished & installed with all necessary flashing, trim closures & accessories as necessary to make a complete & waterproof enclosure.

ESS35B51 - 02Courtyard Series - ESSExternal Single StationaryRope HalyardGround Set Installation

Gold Anodized Satin Aluminum

Spun Collar Heavy Duty Cleat

Accessory SpecificationsSatin Aluminum (02), Standard Gold AnodizedBall (90056-003), Standard Spun Collar(94508-003), Standard 9" Heavy Duty AluminumCleat (90037S)

SpecificationsA. Mounting Height: 35'B. Set Depth: 3'-6"C. Total Length: 38'-6"D. Taper Length: 11'-0"E. Butt Diameter: 5.000"F. Top Diameter: 3.000"G. Wall Thickness: 0.125"Flagpole Sections: 1Flagpole Weight: 149 lbs.Max Flag Size: 6' x 10'Max Wind Speed w/ Flag: 65 mphMax Wind Speed No Flag: 75 mph

Notes

Customer Name: Dealer: Project: Location:

Page 1 of 3 

Flagpole Specifications Section 107500 (103500) - Flagpoles

External Single Stationary - Ground Set Flagpole PART 1 – GENERAL

1.1 SUMMARY/DESCRIPTION

A. Scope of Section: Provide aluminum flagpole(s) as shown on drawing and as specified herein, withcomponents as needed for a complete installation.

1.2 PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide flagpoles capable of withstanding the effects of wind loads asdetermined according to NAAMM FP 1001-07, “Guide Specifications for Design of Metal Flagpoles”, or tospecified wind speed, whichever is more stringent.

B. Flagpole Design: Base design on maximum standard size nylon flag suitable for use with pole or flag sizeindicated, whichever is more stringent.

1.3 SUBMITTALS

A. Product Data: For each type of flagpole required, submit manufacturer’s technical data and standardinstallation instructions.

B. Shop Drawings: Show general layout, jointing, anchorage, support systems, and accessories.

C. Samples: Finish samples for each finished metal used on flagpoles, as may be required.

1.4 QUALITY ASSURANCE

A. Source: Obtain each flagpole as a complete unit from American Flagpole, including fittings, accessories,bases, and anchorage devices.

1.5 DELIVERY, STORAGE, AND HANDLING

A. General: Spiral wrap flagpoles with a heavy Kraft paper or other lightweight wrapping and enclose in ahard fiber tube or other protective means. Store bare flagpoles in a dry location, protected from theweather and moisture, as recommended by the manufacturer.

B. Shipping: Ship to project site in one piece or as specified. If more than one piece is necessary, providesnug fitting precision joints with self-aligning, internal splicing sleeve arrangements for weather tight,hairline field joints.

PART 2 – PRODUCTS

2.1 MANUFACTURER

A. Manufacturer, subject to compliance with requirements, shall be:American Flagpole OR EQUAL

Page 2 of 3 

2.2 FLAGPOLE TYPE AND CONSTRUCTION

A. Aluminum Flagpole Construction

Fabricate from seamless, extruded tubing complying with ASTM B 221, alloy 6063-T6, having a tensile strength not less than 30,000 psi with a yield point of 25,000 psi. Heat treat after fabrication to comply with ASTM B 597, temper T6.

1. Provide cone-tapered flagpoles, per manufacturer’s standard rate of taper.

B. Assembly Construction: External Single Stationary - Rope Halyard - Ground Set Foundation. See Specification Drawing for Mounting Height, Set Depth, Wall Thickness, Butt Diameter, Shaft Pieces, Maximum Wind Speeds, and Maximum Flag Size Specifications.

2.3 MOUNTING

A. Foundation Tube: PVC foundation tube, Schedule 40 minimum, sized to suit flagpole and installation.

2.4 FITTINGS

A. Finial (Ornament): Finial sized as indicated or, if not indicated, to match pole butt diameter. See Specification Drawing for Type and Size of Finial Specified.

B. Single Stationary Truck Assembly: Cast aluminum non-fouling with single pulley and pin, provided withthree set screws for attachment to pole.

C. Halyard: Provide one (1) continuous 5/16” (#10) polypropylene halyard.

D. Halyard Flag Snaps: Provide two (2) stainless steel swivel snap hooks with neoprene covers.

E. Cleat(s): Provide one (1) heavy-duty cast aluminum cleat (9”) with ¼”-20NC flat head stainless steel self-tapping screws. See Specification Drawing for Optional Halyard Security Choices.

F. Flash Collar: Provide Spun Aluminum Collar to match flagpole. See Specification Drawing for Collar Specification.

2.5 MISCELLANEOUS MATERIALS

A. Concrete: Comply with requirements of Division 3 Section “Cast in Place Concrete”.

2.6 FINISHES

A. Metal Finishes, General: Comply with National Association of Architectural Manufacturers’ (NAAMM)“Metal Finishes Manual for Architectural and Metal Products” for recommendations for applying anddesignating finishes.

B. Finish: See Specification Drawing for Finish Specification

C. Finish Specifications (Satin, Anodized, and Powder Paint Finishes). Note: Aluminum Finish designationsprefixed by AA conform to the system established by the Aluminum Association for designating aluminumfinishes.

a) Natural Satin Finish: Provide directional-sanded satin finish (AA-M33); buff complying withAA-M20.

b) Anodized Finishes: Provide Class 1 finish complying with AA M32-C22-A41 (Clear Anodized) orAA M32-C22-A42 (Color Anodized Finishes) in thicknesses ranging from 1 to 3 mils.

i) Anodized - Clear (AA) ii) Anodized - Light Bronze (AB) iii) Anodized - Medium Bronze (AC) iv) Anodized - Dark Bronze (AD) v) Anodized - Black (AE)

Page 3 of 3 

c) Powder Coated Finish: Thermo-set Polyester Powder Coated Finish, with a minimum thicknessof 1-½ mils. Application shall be in a closed loop automated powder coating system to insureuniformity and quality of finish.

i) Powder Paint – Clear (BZ) ii) Powder Paint – Light Bronze (BN) iii) Powder Paint – Medium Bronze (BO) iv) Powder Paint – Dark Bronze (BM) v) Powder Paint – Black (BA) vi) Powder Paint – White (BH) vii) Powder Paint – Dark Green (BV) viii) Powder Paint – Gray (BE) ix) Powder Paint – Sparkle Silver (EP) x) Powder Paint – Specify (XX)

PART 3 – EXECUTION

3.1 PREPARATION

A. Excavation: For foundations, excavate to neat clean lines in undisturbed soil. Remove loose soil andforeign matter from excavation and moisten earth before placing concrete.

B. Foundation: Provide forms where required due to unstable soil conditions and for perimeter of flagpolebase at grade. Secure forms and PVC steel ground sleeve foundation tube in position, braced to preventdisplacement during concreting. Place concrete immediately after mixing. Compact concrete in place usingvibrators. Moist-cure exposed concrete for not less than 7 days or use a non-staining curing compound.Trowel exposed concrete surfaces to a smooth, dense finish, free of trowel marks and uniform in textureand appearance. Provide positive slope for water runoff to base perimeter.

3.2 FLAGPOLE INSTALLATION

A. General: Install flagpoles where shown and according to shop drawings and manufacturer’s writteninstructions.

B. PVC Ground Sleeve Installation: Insert flagpole into installed PVC foundation tube, turn to align truckassembly with the wind, plumb pole by filling remaining void with tamped dry sand. Seal top offoundation tube with a 2-inch (50 mm) layer of cement or waterproof compound and cover with flashingcollar. Caulk collar perimeter.

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PROJECT:

SCALE:

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PROPOSED PIPING PLANMAB

433 DATE: 10/24/2018

APPR'D DATEDATEREVISIONSDATENO.

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BENCH MARK

1/2" REBAR - FLUSH

ELEV. 649.21

32.10'

LAGOON

CLEARWELL

CLEARWELL

FILTER & CONTROL

FLOCCULATORS/

SETTLING BASINS

EXISTING

HOUSE

30 0 15 30 60

SCALE: 1" 30'-0"

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PROPOSED YARD PIPING

1. 4" DRAIN LINE

2. 12" CLEARWELL OVERFLOW

3. 8" GATE VALVE

4. 12" SETTLING BASIN DRAIN LINE

5. 18" HIGH SERVICE LINE

6. 36" RAW WATER LINE

7. 12" LAGOON OUTFALL LINE (SEE NOTE THIS SHEET)

8. 20" FILTER EFFLUENT

9. 20" BUTTERFLY VALVE

10. 30" RAPID MIX EFFLUENT LINE TO FLOCCULATORS

11. 24" BACKWASH DRAIN LINE

12. 18" BUTTERFLY VALVE

13. HIGH SERVICE METERING VAULT (SEE DETAIL)

14. LAGOON DRAIN VAULT (SEE DETAIL)

15. FIRE HYDRANT

16. CONCRETE HEADWALL AND FLAP VALVE

17. CONCRETE SPLASH PAD (SEE DETAIL)

18. RIP RAP

19. 8" RAW WATER LINE TO RESERVOIR

20. 12" HIGH SERVICE FINISH WATER LINE TO SYSTEM

21. 12" BUTTERFLY VALVE

22. BACK FLOW PREVENTER

23. 24" BUTTERFLY VALVE

24. 30" BUTTERFLY VALVE

25. 36" BUTTERFLY VALVE

26. 6" GATE VALVE

27. 3" GATE VALVE

28. MANHOLE

29. 36" x 18" M.J. REDUCER

30. CONCRETE MANHOLE WITH FLOWDAR METER

31. VAULT WITH METER

32. SANITARY SEWER LINE

33. CLEAN OUT

34. SEPTIC TANK

35. LEACH FIELD

36. 12" LAGOON OUTFALL/DISCHARGE LINE

37. LAGOON OUTFALL VAULT SEE DETAIL

38. FROST PROOF YARD HYDRANT WITH 3/4" CONNECTION

39. 12" GAC BACKWASH/DISCHARGE LINE

40. STEEL PIPE BOLLARDS

41. CONCRETE PAD

42. 6" WATER LINE

43. 3 - 2" CHEMICAL FEED LINES

44. 24" DRAIN LINE

45. 6" DRAIN FROM PIPE GALLERY & PUMP ROOM

46. DRAIN LINE FOR GUTTER DOWNSPOUTS AND TRENCH

DRAINS

EXISTING YARD PIPING

1. 36" RAW WATER LINE

2. 10" HIGH SERVICE LINE

3. 16" RAW WATER LINE

4. 16" HIGH SERVICE LINE

5. 10" RAW WATER LINE

6. CONTROL WIRE

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GENERAL NOTES:

1. ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE IN LOCATION. THE

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES

BEFORE STARTING ON ANY EXCAVATION.

2. ALL YARD PIPING SHALL BE DUCTILE IRON, MECHANICAL JOINT CLASS

350 UNLESS OTHERWISE NOTED

3. ALL YARD PIPING VALVES SHALL BE BUTTERFLY VALVES UNLESS

OTHERWISE NOTED.

4. THE CONTRACTOR SHALL SEE THE PLAN SHEETS FOR VALVE

LOCATIONS ON THE FLOCCULATORS, SETTLING BASINS, CLEARWELL,

AND WET WELL.

5. CONTRACTOR SHALL TIE 12" LAGOON OUTFALL LINE TO EXISTING

LAGOON OUTFALL VAULT.

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CONTRACTOR SHALL LOCATE EXISTING

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RUN NEW LINE TO PROPOSED WATER

TREATMENT PLANT.

SEE CONNECTION

DETAIL THIS SHEET

INSTALL

1-16"x16"x16" TEE

1-18"x16" M.J. REDUCER

2-16" GATE VALVE

1-CONCRETE THRUST BLOCK

INSTALL

1-18"x18"x18" TEE

1-18"x10" M.J. REDUCER

1-10" GATE VALVE

2-CONCRETE THRUST BLOCK

CONNECTION DETAIL

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13421 Page 1

SECTION 13420-FLOW MEASUREMENT DEVICES PART 1 – GENERAL 1.01 WORK INCLUDED

A. The CONTRACTOR shall furnish and install all primary devices, transmitters, primary and secondary receivers, analyzers and accessory items as shown on the Contract Drawings and as specified herein.

1.02 RELATED WORK

A. Division 1 – General Requirements

B. Division 16 – Electrical

PART 2 – PRODUCTS 2.01 INSTRUMENTS AND ACCESSORIES. A . Area Velocity Radar Flow Meter (Flo Dar)

1. The flow meter shall consist of three components: an electronics unit, sensor, and interconnecting cable. The sensor shall combine advanced radar velocity sensing technology with ultrasonic pulse echo level sensing to remotely measure open channel flow. Flow shall be calculated based on the Continuity Equation (Q = V x A), where Q = Flow, V = Average Velocity, and A = Area. The flow meter shall be of assured quality and provided by an ISO 9001:2000 Certified Manufacturer. The flow meter shall be equivalent to the Flo-Dar™ Sensor with FL-1500 Flo-Station, as manufactured by Hach.

2. The sensor shall consist of three transducers housed in a single polystyrene watertight enclosure. The sensor shall be of the non-contact type and be mounted above the flow surface. The three transducers shall be a digital Doppler radar for surface velocity, an ultrasonic pulse echo for fluid level, and a piezo-resistive pressure measurement for surcharge level. The radar beam shall transmit signals, which interact with the fluid and reflect back at a different frequency. These reflected signals shall be compared with the transmitted frequency, resulting in a frequency shift. The frequency shift shall provide an accurate measurement of the flow velocity. Fluid level shall be measured with an ultrasonic pulse echo transceiver by transmitting a sound wave to the fluid surface. The sensor shall accurately measure flows in circular and rectangular channels down to flow depths of Y. inch. A Piezo-resistive pressure sensor shall be used to measure the level of fluid above the sensor if a surcharge condition occurs. The complete flow meter/cable/transmitter installation shall meet NEC 504 requirements for

13421 Page 2

intrinsically safe systems. The sensor shall be supplied with a rain cap for applications in outside, open channels exposed to weather.

3. The electronics shall consist of the following model:

Model FL-1500 Flow-Station with Display Includes (2) 4-20 mA Outputs and FS Data Software and Communications Cable The electronics will have a data storage capacity of 64K (16 cycles of velocity/level data). For electronics with display, there will be four lines of text display – Flow, Level, and Total – or any combination of any four channels containing data. Screens can be programmed to display alternate values. The electronics housing material shall be ABS plastic and is a NEMA 4-rated enclosure. Electronics operating temperature range shall be 14º Fahrenheit to 122º Fahrenheit with relative humidity non-condensing 10-90%. Storage temperature for electronics without display will be -40º Fahrenheit to 140º Fahrenheit. Storage temperature for electronics with display will be 4º Fahrenheit to 140º Fahrenheit.

4. The sensor cable shall have a submersible connection at the sensor end and pigtails at the monitor end to allow for sensor interchangeability. The flow meter shall be provided with a length of cable as required. Provide adequate cable length at meter end for removal.

5. Enclosure: Material: Polystyrene (JP68) Dimensions: 6.9” W x 16.65” L x 11.7” D (17.5 cm x 42.3 cm x 29.7 cm) Operating Temperature Range: 14ºF to 122ºF (-10ºC to 50ºC) Storage Temperature Range: -4ºF to 140ºF (-40ºC to 60ºC)

6. Sensor-Cable: Material: Polyurethane jacketed Standard Length: 30 feet

7. Velocity Measurement: Method: Radar Range: 0.75 to 20 ft./s (0.23 m/s to 6.10 m/s) Accuracy: ±0.5%; ±0.1 ft./s (±0.03 m/s)

8. Level Measurement: Method: Ultrasonic Operating Range: 0.25 to 60 in. (0.634 to 152.4 cm) Optional Operating Range: 0 (0 cm) to 224” (5.7M) with 18” dead band Temperature Compensated

9. Flow Measurement: Based on Continuity Equation. Accuracy: ±5.0% of reading typical where flow is in a channel with

uniform flow conditions and is not surcharged. 10. Data Storage: 164K (164K cycles of velocity/level data). 11. Local Terminal: USB@ 19.2K baud 12. Outputs:

13421 Page 3

Two 4-20 mA outputs, system-isolated, up to 6000 load for FLOW, LEVEL. 13. Contact Closure:

Dry contact closure with adjustable duration selectable for flow-proportional or alarm based on: FLOW; LEVEL; SURCHARGE LEVEL; TEMPERATURE; DC SUPPLY VOLTAGE; EACH SAMPLE; BAD SAMPLE; or ANALOG INPUT. )

14. Power Requirements: AC: 100-240 VAC, 47-63 Hz, 15 Watts (20 watts with display; backlight ON)

DC: 8 to 14.4 VDC, 15 watts Note: 180mA @ 12 VDC or 2.1 watts Flow-Station with Display (backlight off) with only (1) 4-20 mA output utilized.

15. Housing: Material: ABS Plastic, NEMA 40 Dimensions: 10.2” W x 9.3” H x 3.8” D (25.9 cm W x 23.6 cm H x 9.6 cm D) Weight: 5 lbs. Temperature Operating Range: 14ºF to 122ºF (-10ºC to 50ºC) Temperature Storage Range: Without Display: -40ºF to 140ºF (-40ºC to 60ºC) With Display: 4ºF to 140ºF (-20ºC to 60ºC)

16. Accessories: a. Additional sensor cable – maximum length is 500 feet total.

b. Sensor Mount Hardware (permanent installations): Includes

mounting frame and hardware to mount sensor. c. Stainless steel sun shield for outdoor applications

END OF SECTION 13421

RECORD DRAWINGS

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT:

SCALE:

SHEET

OF

AS NOTED

RSW

JH

10

A-8

WTP BUILDING SCHEDULES & DETAILSRSW

433 DATE: 10/24/2018

APPR'D DATEDATEREVISIONSDATENO.

1860 FRANKFORT ROADWHITAKER 2

SHELBYVILLE, KENTUCKY 40065502-633-4981 / 502-633-0377

SPECIAL NOTICE

DIMENSIONS AND CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON AVAILABLE INFORMATION. CONTRACTORS,

SUBCONTRACTORS, AND MATERIAL SUPPLIERS MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING ANY

WORK. REPORT ANY DISCREPANCIES IMMEDIATELY TO WHITAKER 2 ARCHITECTS. DO NOT CONTINUE WORK UNTIL DIRECTED

BY WHITAKER 2 ARCHITECTS.

ALL WORK MUST BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL & STATE (KBC) BUILDING CODES, KENTUCKY

BUILDING CODE 2013, INTERNATIONAL MECHANICAL CODE 2012, KENTUCKY PLUMBING CODE 2013 & NATIONAL ELECTRICAL

CODE, LATEST EDITION.

COPYRIGHT NOTICE:

THIS DRAWING IS THE PROPERTY OF R. SCOTT WHITAKER, ARCHITECT AND IS COPYRIGHTED. THE

DRAWING AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED, COPIED OR USED IN

WHOLE OR APART EXCEPT UPON WRITTEN PERMISSION OF R. SCOTT WHITAKER ARCHITECT.

THIS DRAWING CAN ONLY BE USED FOR CONSTRUCTING THE SPECFIC PROJECT R. SCOTT WHITAKER,

ARCHITECT PREPARED IT FOR. THIS DRAWING CANNOT BE USED FOR CONSTRUCTING ANY OTHER

PROJECT.

©

ACCESSIBLE PLUMBING FIXTURE DETAILS

SCALE: N.T.S.

1

3

4

5

7

9

10

11

12

13

14

15

16

DOOR

NO.

DOOR

3'-0" x 7'-0"

3'-0" x 6'-8"

SF

FL

FL

FL

FL

FL

FL

FL

FL

FL

OH

FL

FL

DOOR SCHEDULE - WTP BUILDING

ST

AL

OH

- STEEL

- ALUMINUM

- OVERHEAD DOOR

ABBREVIATIONS

17

SF

FL

FL

OH

TYPE

AL

WD

WD

WD

WD

WD

WD

WD

ST

ST

ST

ST

ST

AL

ST

ST

ST

MAT. SIZE

3'-0" x 6'-8"

3'-0" x 6'-8"

3'-0" x 6'-8"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

PR. 3'-0" x 7'-0"

8'-0" x 8'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

PR. 3'-0" x 6'-8"

3'-0" x 6'-8"

PR. 3'-0" x 10'-0"

8'-0" x 8'-0"

FRAME

SF

WA

WA

WA

WA

FL

FL

FL

FL

FL

FL

FL

FL

SF

FL

FL

FL

TYPE

AL

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

AL

ST

ST

ST

MAT.

H-1

H-1

H-1

H-1

H-1

H-2

H-2

H-2

H-2

H-2

H-6

H-7

H-7

H-9

H-2

H-8

H-6

HEAD

J-1

J-1

J-1

J-1

J-1

J-2

J-2

J-2

J-2

J-2

J-6

J-7

J-7

J-9

J-2

J-8

J-6

JAMB LABEL

1

3

3

3

3

3

3

3

3

3

MFR

1

1

HDWE

SET

3

3

2

MFR

REMARKS &

NOTES

INSUL

INSUL

INSUL

WD

FL

MFR

- WOOD

- FLUSH

- MANUFACTURER'S

WA

SF

INSUL

- WRAP AROUND

- STORE FRONT

- INSULATED

1. HARDWARE SETS:

SET #1 PANIC HARDWARE, LOCKABLE, EXTERIOR THUMBLATCH CLOSURE

WEATHERSTRIPPING & THRESHOLD

SET #2 LOCKSET, LEVER ACTION, WEATHERSTRIPPING, THRESHOLD

SET #3 LOCKSET, LEVER ACTION

2. ADA COMPLIANT:

DOOR HARDWARE INCLUDING HANDLES, PULLS, LATCHES, LOCKS, AND OTHER

OPERATION DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS

EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,

TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE, LEVER-OPERATED

MECHANISMS, PUSH-TYPE MECHANISMS AND U-SHAPED HANDLES ARE

ACCEPTABLE DESIGNS.

3. ALL THUMBLATCHES SHALL BE RELEASED BY OPERATION OF PANIC HARDWARE

ON DOORS EQUIPPED WITH PANIC HARDWARE.

4. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM EGRESS SIDE

WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

DOOR HARDWARE NOTES:

A

MARK

KAWNEER

WINDOW SCHEDULE - WTP BUILDING

MANUFACTURER ROUGH OPENING SIZE (VARIFY)

TYPE OR

PAIR - 2048

FIXED

MODEL NUMBER

4'-0 1/4" x 4'-8 1/4"

001

002

003

100

101

102

103

104

105

106

107

108

109

110

111

112

ROOM

NO.

PUMP ROOM

PIPE GALLERY

BASEMENT

GENERAL OFFICE

OPERATOR

MANAGER

FILE ROOM

LAB

BREAK ROOM

STOCK ROOM

M & E ROOM

JANITOR

BATHROOM

CHEMICAL ROOM

CARBON ROOM

FILTER ROOM

FINISH SCHEDULE - WTP BUILDING

ROOM NAME

SC

SC

SC

FLOOR

-----

-----

-----

V

BASE

C

C

C

SF

SF

D

D

SF

SF

D

CM

CM

CM

CM

CM

CM

N E S

CC

CC

CC

CC

CC

CC

CC

CC

CC

-----

CC

CC

CC

-----

-----

-----

V

V

V

V

V

V

V

V

V

WALLS

W

C

C

C

SF

D

D

D

D

CM

CM

CM

CM

CM

CM

CM

SF

C

C

C

CM

D

CM

CM

D

D

CM

CM

CM

CM

CM

CM

SF

C

C

C

CM

SF

SF

D

D

D

D

CM

CM

CM

CM

CM

CM

-----

-----

-----

D

CLG.

D

D

SFT

D

D

D

SFT

D

D

D

D

D

-----

-----

-----

CLG. HT.

9'-5"

9'-0"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

9'-5"

REMARKS &

NOTES

VT

SC

V

- VINYL TILE

- SEALED CONCRETE

- VINYL

ABBREVIATIONS

C

SF

CM

- CONCRETE

- "STORE FRONT" GLAZING

- PAINTED CONCRETE BLOCK

D - DRYWALL

SFT - SUSPENDED FRP TILE

CC - COLORED CONCRETE

*

OR APPROVED EQUAL

MIRROR

LAVATORY

FLOOR

3'-4"

2'-10"

3'-4"

2'-10"

1'-3"

FLOOR

MIRROR

LAVATORY

1'-3" 5" MAX.

MAX.

11"

MIN.

2'-3" M

IN

.

3'-0"

9"

MIN

.

FLOOR

DRINKING

SPOUT

33" T

O 36"

24" x 24" GRAB

BARS - L SHAPE

STANDARD GRAB BARS

SHOWER

1'-0" 3'-6"

3'-3"

1'-6"

2'-10"

1'-7"

1'-6"

3'-0"

FLOOR

INSTALL 2x12

WOOD BLOCKING

BETWEEN STUDS

FOR GRAB BAR

ANCHORS

VERTICAL

GRAB BAR

5'-0"

1'-6"

1'-0" 2'-0"

1'-5"

FLOOR

WATER

CLOSET

BOTTOM

LIP

URINAL

INSTALL 2x12

WOOD BLOCKING

BETWEEN STUDS

FOR GRAB BAR

ANCHORS

2

1 4

"

2"

2"

4

1 2

"

1"2

"

3'-0

"1'-6"

2'-6"

2"

2"

2'-0"

1'-0"

3/4" x 2 1/2" HARDWOOD CLEAT

FASTENED TO STUD

11 PLY PLYWOOD LIPPED

DOOR WITHOUT EDGE

BANDING

3/4" PLYWOOD WITH NAILED

AND GLUED EDGE BAND ON

FRONT

1/8" x 3/16" Ø HOLES FOR

SHELF SUPPORTS

COUNTERTOP

BACKSPLASH

3/4" x 2 1/2" HARDWOOD WEB

FRAME

HARDWOOD TILT STRIP

1/2" HARDWOOD DRAWER

BACK

1/8" HARDBOARD DRAWER

BOTTOM, 1/4" IF OVER 1'-0"

WIDE

3/4" THICK HARDWOOD

DRAWER SUPPORT

3/4" PLYWOOD SHELF WITH

NAILED AND GLUED EDGE

BAND ON FRONT

HOLES FOR SHELF SUPPORT;

SPACING OPTIONAL 1" TYPICAL

11 PLY PLYWOOD LIPPED DOOR

WITHOUT EDGE BANDING

2x4 WOOD SLEEPER AT

2'-8" O.C.

SECTION THROUGH BASE AND WALL CABINETS

SCALE: N.T.S.

1/2" DRYWALL

DOUBLE

3 5/8" STEEL

STUD

2"

1

15

16

" 1

9

16

"

5 8

"

4"

1

15

16

" 1

9

16

"

5 8

"

2"

5

8

"

1

9

16

"1

15

16

"

2"

5

8

"

1

9

16

"1

15

16

"

1/2" DRYWALL

DOUBLE

3 5/8" STEEL

STUD

FILL CORE SOLID

WITH CONCRETE

2 #4 Ø CONTINUOUS

8"x8"x16" BOND

BEAM BLOCK

CAULK

FILL CORE SOLID

WITH CONCRETE

2 #4 Ø CONTINUOUS

8" DOUBLE "BULLNOSE"

(1" RADIUS) C.M.U. @

CAULK

JAMBS

DOOR DETAILS

SCALE: N.T.S.

HEAD TYPE H-1 HEAD TYPE H-2

JAMB TYPE J-1 JAMB TYPE J-2

*

2

6

8

INSUL - 9 LITE

9 LITE - 9 PANEL GLASS

REMOV. PANELS

NOTE:

DOOR NO. 16 TO BE FIELD VERIFIED AND CHECKED TO INSURE PROPER FIT AND WORKING

OPERATION WITH BEAM AND HOIST.

ALL CONCRETE FLOORS ON UPPER LEVEL SHALL BE DYED CONCRETE.

COLOR TO BE DETERMINED BY OWNER.

NOTE:

CMU

STEEL BEAM LINTEL

WITH STEEL PLATE

CUT CMU

DOOR OPENING

SE

E S

CH

ED

.

(H

EIG

HT

)

COILING DOOR

HOOD

COILING DOOR

AND GUIDES

7

5

8

"

HEAD TYPE H-6

PRE-FINISHED STEEL

WALL PANEL

JAMB TYPE J-6

CMU

DOOR OPENING

SE

E S

CH

ED

.

(W

ID

TH

)

FACE MOUNTED

STEEL DOOR GUIDE:

SIZE ACCORDING

TO DOOR MANUF.

RECOMMENDATIONS

SEALANT

7

5

8

"

PRE-FINISHED STEEL

WALL PANEL

4"

1

15

16

" 1

9

16

"

5 8

"

FILL CORE SOLID

WITH CONCRETE

#4 Ø CONTINUOUS

8"x8"x16" BOND

BEAM BLOCK

WATERPROOF

HEAD TYPE H-7

PRE-FINISHED STEEL

WALL PANEL

SEALANT

WATERPROOF

SEALANT

"HAT CHANNEL"

FURRING

2

1

4

"

5

3

4

"

2"

5

8

"

1

9

16

"1

15

16

"

FILL CORE SOLID

WITH CONCRETE

#4 Ø CONTINUOUS

8" DOUBLE "BULLNOSE"

(1" RADIUS) C.M.U. @

CAULK

JAMBS

JAMB TYPE J-7

PRE-FINISHED STEEL

WALL PANEL

"HAT CHANNEL"

FURRING

CAULK

WATERPROOF

SEALANT

2

1 4

"

5

3 4

"

4"

1

15

16

" 1

9

16

"

5 8

"

2

1

4

"

5

3

4

"

WATERPROOF

SEALANT

REINFORCED

CONCRETE WALL

26 GAUGE PRE-FINISHED

PRE-FORMED STEEL

FLASHING

1/4"

MAXIMUM

HEAD TYPE H-8

2"

5

8

"

1

9

16

"1

15

16

"2

1 4

"

5

3 4

"

WATERPROOF

SEALANT

REINFORCED

CONCRETE WALL

1/4"

MAXIMUM

JAMB TYPE J-8

GLAZING

2

1

16

"

1

15

16

"

4"

3 8

"

2"

2

3 8

"

2

3

8

"

2

1

16

"

1

15

16

"

4"

3

8

"

2"

GLAZING

HEAD TYPE H-9

JAMB TYPE J-9

ADDENDUM #411/121

U:\C

IT

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F LE

IT

CH

FIE

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\433-Leitchfield W

TP

\D

raw

ings\A

rchitectural\A

-01.dw

g, 11/12/2018 1:41:53 P

M, A

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eneral D

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entation).pc3