CLARKSVILLE POLICE PRECINCT DISTRICT 3 ADDENDUM NUMBER TWO …

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ADDENDUM NUMBER TWO CLARKSVILLE, TENNESSEE March 31, 2020 _______________________________________________________________________

ADDENDUM NUMBER TWO – PAGE 1 of 4

TO: All Bidders of Record

This ADDENDUM NUMBER TWO forms part of the Contract Documents and modifies the original Bidding Documents dated February 24, 2020.

GENERAL:

1. City of Clarksville Bid Submission Statementrelated to COVID-19: See attached statementfrom the City regarding procedures uponsubmittal of bids at City Hall.

PROJECT MANUAL:

1. Specification Section 00 00 03 Table of Contents: Revised adding revision references.

2. Specification Section 00 10 00 Instructions To Bidders: Article 1.10 Receipt of Bids: Deleteparagraph All bids must be returned by the date and time specified to 1 Public Square, Suite301, Clarksville, TN. Completed sealed responses shall be in the hands of the PurchasingDepartment personnel by the date and time specified or it will be considered late. Pleaseprovide yourself with adequate time prior to bid as all visitors must pass through security uponarriving at City Hall. It is the vendor’s responsibility to ensure that their bid complies with allrequirements and is received by the Purchasing Department prior to the date and time of theofficial opening. The official time clock is on the wall in the Purchasing Department.and replace with the following paragraph:All bids are to be turned in to the security desk in the lobby of 1 Public Square (CityHall – Public Square main entrance) prior to 2:30 pm on April 9, 2020. Completed sealedresponses shall be in the hands of the Purchasing Department personnel by the dateand time specified or it will be considered late. It is the vendor’s responsibility toensure that their bid complies with all requirements and is received by the PurchasingDepartment prior to the date and time of the official opening. The official time clockshall be in the Purchasing Department personnel’s presence.

3. Specification Section 00 71 00 Supplementary Conditions: See attached revised specificationsection which modifies Article 9.8.1 and adds Article 9.8.1.2 and 9.8.3.1.

4. Specification Section 07 53 23 EPDM Roofing System: Part 2, Article 2.01 AcceptableManufacturers: Add JM Johns Manville as an acceptable manufacturer contingent uponcompliance with the Project Specifications.

5. Specification Section 08 14 79 Bullet Resistant Wood Doors: Part 2, Article 2.01 AcceptableManufacturers: Add Chicago Bullet Proof as an acceptable manufacturer contingent uponcompliance with the Project Specifications.

6. Specification Section 08 41 13 Aluminum Storefronts: Revise entrance door model number inPart 2, Article 2.01.B.1, from narrow style NS 212 to medium style MS 375.



7. Specification Section 08 56 67 Bullet Resistant Steel Transaction Window:

Clarification: The Bullet Resistant Steel Transaction Window is specified to include the shelf and transaction tray as part of the unit provided by the manufacturer of the window. The specified manufacturer Armortex provides the shelf and transaction tray as components of the overall window unit. Any manufacturer submitted for approval shall provide the shelf and transaction tray along with the bullet resistant transaction window.

Revise the following articles to add the following articles under Part 2: 2.03 G.: Provide speak thru device as shown on the drawings, noted as speak hole. 2.03 H.: Provide natural voice option where shown on the drawings.

8. Specification Section 08 71 00 Hardware Schedule:

Revise the note under Hardware Sets 01A, 0IC, 02, 04, 04A, 04B and 04C to read: CardReader and Power Supply provided by the Security Contractor.

As a clarification, the Card Reader and Power Supply devices are provided by the Contractor,not the Owner.

9. Clarification to Specification Section 10 50 50 Metal Lockers: Latches on all lockers, includingevidence lockers, shall have pad lock eyes as specified in Part 2, Article 2.03.H. Pad Locksare provided by the Owner.

10. Specification Section 12 32 16 Manufactured Casework: Part 1, Article 1.04 Qualification: AddReynolds & Doyle, Inc. as an acceptable manufacturer contingent upon compliance with theProject Specifications.

11. Specification Section 27 15 00 Structured Voice and Data Cabling Infrastructure: Part 1,Article 1.07 Quality Assurance: Add General Cable GenSpeed to the list of approvedmanufacturers.

DRAWINGS:

1. Drawing C1.00 Site Layout Plan: add the following note to the Dumpster Pad reference after(SEE ARCHITECTURAL PLANS):SEE SPECIFICATION SECTION 32 31 00 – COMMERCIAL WELDED WIRE FENCESYSTEM .

2. Drawing C3.00 Utility Layout Plan: See attached revised drawing changing the 4” PVCunderground sewer line coming into the building to a 6” PVC sewer line.

3. Clarifications to Architectural Drawings which reference (vertical wall) rigid insulation board:A1.02 reference to: 2” CONT. RIGID INSULATIONA2.10 – Details 3 / 6 / 7 reference to: 2” THICK RIGID INSULATION BOARDA2.11 – Details 8 / 11 references to: 2” THICK RIGID INSULATION BOARDA2.60 – Details 1 / 5 / 9 references to: 2” THICK RIGID INSULATION BOARDand elsewhere throughout the A4 andA6 series drawings, the insulation thickness (wherecalled out specifically) shall be revised to 1 1/2” thick. See Specification Section 07 21 13Coated-Glass-Faced Rigid Foam Insulation Boards for additional information.



4. Drawing G1.01Drawing Index: identifies revised drawings.

5. Drawing A1.02 Noted Floor Plan:

Revise Note 16 as follows: Passage 135 & 137 walls, Toilet 142 walls and Interview Roomwalls shall have one layer of Heavy-Duty High Impact Resistant Gypsum Board, fullheight of wall. In sound rated walls with two layers of gypsum board, only the top layerof the two will need to be High Impact Gypsum Board, full height of wall.

Under the Wall Framing Legend: revise Type 4 wall to include 1/2” thick Ballistic Panel (Level3) in lieu of 3/8” thickness.

6. Clarification to Drawing A7.52 Casework - Detail 4 Locker Bench - Accessible: as the benchesare located in areas of moisture, fabricate with moisture resistant plywood. ReferenceSpecification Section 12 32 16 Manufactured Casework, paragraph 2.02.C for the plywoodspecification.

7. Drawing E1.01 Electrical Legend and Schedules: See revised drawing attached withadditional information for exit signs, occupancy sensors and floor boxes.

8. Drawing E1.01 Lighting - Floor Plan: See revised drawing attached with additional informationfor lighting controls.

9. Drawing E2.01 Power - Floor Plan: See revised drawing attached adding power for dooraccess control power supplies.

10. Drawing E4.03 Electrical Panel Schedules: See revised drawing attached adding circuits fordoor access control power supplies.

11. Drawing T0.00 Telecommunications Legend: See revised drawing attached with additionalinformation for intercom and call box.

12. Drawing T1.01 Telecommunications – Floor Plan: add the following to Note 2: Provide onecable to each data outlet.

13. Drawing T2.01 Communications – Floor Plan: See revised drawing attached with additionalinformation for intercom and call box and adds card reader at door 101.

OTHER CLARIFICATIONS:

1. The contractor responsible for the TGB busbar, penetrations/sleeves, cable trays, CCTV cat6cabling and intercom system shall be determined by the General Contractor.

2. The contractor responsible for plywood backboards in electrical and data rooms shall bedetermined by the General Contractor.

PRE-BID VIDEO CONFERENCE MINUTES: See attached minutes of the Pre-bid video conference held Monday March 30 at 9:30 am. These minutes shall become part of the Project Contract requirements.



ATTACHMENTS:

City of Clarksville Bid Submission Statement, (1) 8 ½ x 11 page. Specification Section 00 71 00 Supplementary Conditions, (2) 8 ½ x 11 pages. Drawing G1.01 Drawing Index, (1) 24” x 36” sheet. Drawing C3.00 Utility Layout Plan, (1) 24” x 36” sheet. Drawing E0.01 Electrical Legend and Schedules, (1) 24” x 36” sheet. Drawing E1.01 Lighting - Floor Plan, (1) 24” x 36” sheet. Drawing E2.01 Power - Floor Plan, (1) 24” x 36” sheet. Drawing E4.03 Electrical Panel Schedules, (1) 24” x 36” sheet. Drawing T0.00 Telecommunications Legend, (1) 24” x 36” sheet. Drawing T2.01 Communications – Floor Plan, (1) 24” x 36” sheet.

Pre-bid Video Conference minutes, (4) 8 ½ x 11 pages.

END OF ADDENDUM

BID #4036

CLARKSVILLE POLICE PRECINCT #3

March 31, 2020

In light of the recent events with the COVID-19 situation, we are offering you the following information for turning in your bid for the above. The bid opening will continue as planned. All bids are to be turned in to the security desk in the lobby of 1 Public Square prior to 2:30 p.m. on April 9, 2020. No vendors will be able to pass through that location. The security team will call us to pick up your bid package. And as usual, you may mail you bid. We are encouraging you to leave your bid with us and call back after 3:00 p.m. on that date to receive the bid results. If you wish to be present for the opening, you can join us via teleconference through Zoom Meetings. This is a free app you can download on your phone. If viewing the opening is your choice, we will need to know as soon as possible. We will need your company name and the cell phone number of the person wishing to attend. Prior to that opening, we will text you the code to use to join the meeting. Please email that information to Camille Thomas at [email protected]. We sincerely apologize for any inconvenience this may cause. However, the health and safety of those that work in City Hall, yourself and your employees, are of upmost importance to us. If you have any questions or concerns, you may contact us at 931-553-2477.

mailto:[email protected]

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 1

SECTION – 00 00 03 TABLE OF CONTENTS (Addendum 2 – 03/31/2020) *See Addendum 2 for City of Clarksville Bid Submission Statement

VOLUME ONE

DIVISION 0 – PROCUREMENT AND CONTRACT REQUIREMENTS

00 00 03 TABLE OF CONTENTS (Revised in its entirety per Addendum 2) 00 02 00 INVITATION TO BID 00 10 00 INSTRUCTIONS TO BIDDERS (See Addendum 2) 00 22 00 GEOTECHNICAL DATA 00 30 00 BID FORM 00 30 01 CITY OF CLARKSVILLE PROCUREMENT AND CONTRACT REQUIREMENTS

A. CONTRACTOR LICENSE INFORMATION FORM (bid envelope cover) B. DRUG FREE WORKPLACE AFFIDAVIT C. ATTESTATION OF ILLEGAL ALIENS FORM D. IRAN DIVESTMENT ACT CERTIFICATION E. CITY OF CLARKSVILLE’S CONTRACTOR’S SAFETY PROGRAM F. CONFLICT OF INTEREST FORM G. CONTRACTORS AND VENDOR INSURANCE REQUIREMENTS H. STATEMENT OF NO BID/PROPOSAL

00 34 00 UNIT PRICES 00 34 11 LIST OF PROPOSED SUBCONTRACTORS 00 34 12 LIST OF PROPOSED MATERIALS AND EQUIPMENT 00 50 00 AGREEMENT FORMS 00 60 00 CONTRACT BONDS 00 70 00 GENERAL CONDITIONS 00 71 00 SUPPLEMENTARY CONDITIONS (Revised in its entirety per Addendum 2)

DIVISION 1 GENERAL CONSTRUCTION CONTRACT REQUIREMENTS

01 01 10 SUMMARY OF THE WORK 01 02 00 ALLOWANCES 01 02 60 SCHEDULE OF VALUES 01 02 70 PAYMENT PROCEDURES 01 03 50 MODIFICATION PROCEDURES 01 04 00 PROJECT COORDINATION


00 00 03- 2

01 05 00 FIELD ENGINEERING 01 05 10 FIELD ENGINEERING AS-BUILT CERTIFICATION 01 06 00 REGULATORY REQUIREMENTS 01 06 10 U.L. WALL ASSEMBLIES 01 06 15 ENERGY CODE CERTIFICATIONS OF COMPLIANCE 01 09 50 REFERENCE STANDARDS 01 20 00 PROJECT MEETINGS 01 23 00 ALTERNATES 01 26 20 WEATHER DELAYS 01 26 25 WEATHER DELAY REPORT 01 31 00 PROGRESS SCHEDULES 01 34 00 SUBMITTALS 01 34 01 SUBMITTAL TRANSMITTAL FORM 01 39 00 ADMINISTRATIVE LOGS 01 41 00 TESTING LABORATORY SERVICES 01 50 00 TEMPORARY FACILITIES 01 51 00 TERMITE CONTROL TREATMENT 01 63 10 PRODUCTS AND SUBSTITUTIONS 01 70 00 CONTRACT CLOSE OUT 01 71 00 FINAL CLEANING 01 72 06 PROJECT RECORD DOCUMENTS 01 72 16 RECORD DRAWING CHECKLIST 01 78 23 OPERATION AND MAINTENANCE DATA 01 79 21 DEMONSTRATION AND TRAINING

FACILITY CONSTRUCTION DIVISION 02 – EXISTING CONDITIONS DIVISION 03 CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE 03 35 45 SPECIAL CONCRETE FLOOR FINISHES

DIVISION 04 MASONRY

04 20 00 UNIT MASONRY


00 00 03- 3

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL 05 22 00 STEEL JOISTS 05 31 00 STEEL DECK 05 40 00 COLD-FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS 05 51 13 METAL LADDER

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY 06 16 43 WALL SHEATHING 06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 21 00 INSULATION 07 21 13 COATED-GLASS-FACED FOAM PLASTIC INSULATION BOARD 07 27 26 FLUID APPLIED MEMBRANE AIR BARRIERS 07 42 13 COMPOSITE METAL PANELS 07 53 23 EPDM ROOFING SYSTEM (See Addendum 2) 07 62 00 SHEET METAL FLASHING AND TRIM 07 84 13 PENETRATION FIRESTOPPING 07 92 00 JOINT SEALANTS

DIVISION 08 OPENINGS

08 11 13 METAL DOORS AND FRAMES 08 14 16 FLUSH WOOD DOORS 08 14 79 BULLET RESISTANT WOOD DOORS (See Addendum 2) 08 41 13 ALUMINUM STOREFRONTS (See Addendum 2) 08 56 67 BULLET RESISTANT STEEL TRANSACTION WINDOW (See Addendum 2) 08 56 71 BULLET RESISTANT STEEL WINDOW 08 71 00 DOOR HARDWARE (See Addendum 2) 08 81 00 GLAZING


00 00 03- 4

DIVISION 09 FINISHES

09 29 00 GYPSUM BOARD 09 51 13 ACOUSTICAL PANEL CEILINGS 09 65 13 RESILIENT BASE & ACCESSORIES 09 67 00 ATHLETIC FLOORING 09 68 00 CARPET TILES 09 81 13 ACOUSTIC BOARD INSULATION 09 91 00 PAINTING 09 97 23 CONCRETE SEALERS

DIVISION 10 – SPECIALTIES

10 14 00 SIGNAGE 10 21 13 TOILET PARTITIONS 10 26 41 BULLET RESISTANT FIBERGLASS SHEET 10 28 13 TOILET ACCESSORIES 10 43 13 EMERGENCY AID DEVICES 10 44 00 FIRE EXTINGUISHERS 10 50 50 METAL LOCKERS (See Addendum 2) 10 55 00 POSTAL SPECIALTIES 10 75 16 GROUND-SET FLAGPOLES

DIVISION 11 – EQUIPMENT DIVISION 12 – FURNISHINGS

12 32 16 MANUFACTURED CASEWORK (See Addendum 2) 12 49 20 MANUAL ROLLER SHADES

DIVISION 13 – SPECIAL CONSTRUCTION DIVISION 14 – CONVEYING EQUIPMENT See Volume Two for Divisions 21 - 33


00 00 03- 5

VOLUME TWO

DIVISION 21 – FIRE SUPPRESSION

21 01 00 FIRE PROTECTION GENERAL PROVISIONS 21 11 19 FIRE DEPARTMENT CONNECTION 21 13 13 AUTOMATIC SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING 22 01 00 PLUMBING GENERAL PROVISIONS 22 07 19 PLUMBING INSULATION 22 11 16 DOMESTIC WATER PIPING AND VALVES 22 11 23 DOMESTIC WATER PUMPS 22 13 16 SANITARY WASTE AND VENT PIPING 22 13 19 SANITARY WASTE PIPING SPECIALTIES 22 14 16 RAINWATER LEADERS 22 15 13 GENERAL SERVICE NATURAL GAS PIPING AND VALVES 22 33 30 RESIDENTIAL, STORAGE ELECTRIC DOMESTIC WATER HEATERS 22 42 13 COMMERCIAL PLUMBING FIXTURES

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 01 00 GENERAL PROVISIONS OF HVAC SYSTEMS 23 05 48 VIBRATION ISOLATION 23 05 49 BASIC MATERIALS AND METHODS FOR HVAC 23 05 93 TESTING, ADJUSTING, AND BALANCING 23 07 10 INSULATION 23 09 23 HVAC CONTROLS 23 09 33 CONTROLS ELECTRONIC 23 09 35 CONTROLS ELECTRIC 23 23 00 REFRIGERANT PIPING SYSTEM 23 31 10 SHEET METAL DUCTWORK LOW PRESSURE 23 31 11 SHEET METAL DUCTWORK MEDIUM PRESSURE 23 33 10 SHEET METAL SPECIALTIES 23 34 10 CENTRIFUGAL FANS 23 34 20 CENTRIFUGAL EXHAUST FANS 23 74 13 ROOFTOP AIR HANDLING UNIT 23 81 26 SPLIT SYSTEM A/C UNITS 23 82 39 UNIT HEATERS


00 00 03- 6

23 82 40 ELECTRIC HEATERS

DIVISION 26 – ELECTRICAL

26 01 00 GENERAL PROVISIONS FOR ELECTRICAL SYSTEMS 26 05 19 CONDUCTORS 600 VOLT AND BELOW 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 SUPPORTING DEVICES AND HANGERS 26 05 34 RACEWAYS AND CONDUIT SYSTEMS 26 05 37 OUTLET BOXES 26 05 38 PULL AND JUNCTION BOXES 26 05 45 PAD TRANSFORMER ELECTRIC SERVICE 26 24 16 PANELBOARDS 26 24 18 TEMPORARY GENERATOR QUICK CONNECTION SWITCHBOARD 26 27 26 WIRING DEVICES 26 28 18 SAFETY SWITCHES 26 29 13 INDIVIDUAL STARTERS AND CONTROLS 26 32 13 ENGINE GENERATORS 26 36 00 AUTOMATIC TRANSFER SWITCH 26 41 13 LIGHTNING PROTECTION 26 43 00 SURGE PROTECTIVE DEVICES 26 51 00 INTERIOR LIGHTING AND LAMPS 26 56 00 EXTERIOR LIGHTING AND LAMPS

DIVISION 27 – COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS 27 05 28 FIRESTOPPING FOR COMMUNICATIONS 27 15 00 STRUCTURED VOICE AND DATA CABLING INFRASTRUCTURE (See

Addendum 2) 27 37 00 LOW VOLTAGE ROUGH IN SPECIFICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 13 00 ACCESS CONTROL SYSTEM 28 23 00 VIDEO SURVEILLANCE 28 31 00 FIRE ALARM SYSTEM


00 00 03- 7

SITE AND INFRASTRUCTURE

DIVISION 31 – EARTHWORK 31 00 00 EARTHWORK

31 10 00 SITE CLEARING 31 23 13 SUBGRADE PREPARATION 31 23 19 DEWATERING 31 23 33 TRENCHING AND BACKFILLING 31 25 00 TEMPORARY EROSION AND SEDIMENT CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 16 HOT MIX ASPHALT PAVING

32 15 00 AGGREGATE SURFACING 32 16 13 SITE CAST-IN-PLACE CONCRETE 32 17 23 PAVEMENT MARKINGS 32 31 00 WELDED WIRE FENCE SYSTEM 32 31 10 WELDED WIRE CANTILEVER GATE SYSTEM 32 31 32 GATE OPERATORS 32 91 00 LANDSCAPING

DIVISION 33 – UTILTIES

33 05 00 CONCRETE STRUCTURES 33 10 00 WATER DISTRIBUTION SYSTEMS 33 11 13 SEPARATION OF PIPE UTILITIES 33 30 00 SANITARY SEWERAGE SYSTEMS 33 40 00 STORM DRAINAGE SYSTEMS

33 44 13 ENGINEERED SURFACE DRAINAGE PRODUCTS

END OF TABLE OF CONTENTS

CLARKSVILLE POLICE PRECINCT DISTRICT 3 SUPPLEMENTARY CONDITIONS CLARKSVILLE, TENNESSEE 00 71 00

00 71 00- 1

SECTION – 00 71 00 SUPPLEMENTARY CONDITIONS (Addendum 2 – 03/31/2020)

PART 1 - GENERAL

1. 01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section.

1. 02 SUMMARY

A. General: This section modifies AIA Document A201 General Conditions of the Contract for Construction, 2017 Edition as follows: 1. Modify Article 9.8.1, by adding the following to the end of this article:

a. ….and when all required occupancy permits have been issued such as, but not limited to State and Local Building Occupancy, Health and Life Safety Permits, and copies of same have been delivered to the Architect and Owner.

2. Add Article 9.8.1.2: a. In order to occupy or utilize the Work for its intended use, Owner must

have received complete Project Data, Operating and Maintenance Data, orientation and training, as may be required by the Project Documents.

3. Add Article 9.8.3.1: a. The Architect and Owner shall make one inspection to determine

Substantial Completion. If this inspection determines that the work is not substantially complete by both the Architect and Owner, either because of major items not completed or an excessive number of punch list items, successive re-inspections requested by Contractor shall be charged to the Contractor. The costs shall be charged at the hourly rates (plus expenses) of each member of the design team deemed necessary to attend the re-inspections. The costs of these re-inspections shall be deducted from the contract by change order.

4. Modify Article 15.2.5, strike the last sentence: a. The initial decision shall be final and binding on the parties but subject to

mediation and, if the parties fail to resolve their dispute through mediation, to binding dispute resolution.

and add the following sentence in its place: The initial decision shall be final and binding on the parties subject to any agreed mediation by the parties.

5. Delete Article 15.2.6, of the AIA Document A201 General Conditions of the Contract for Construction, 2017 Edition, in its entirety.

6. Delete Article 15.2.6.1, of the AIA Document A201 General Conditions of the Contract for Construction, 2017 Edition, in its entirety.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 SUPPLEMENTARY CONDITIONS CLARKSVILLE, TENNESSEE 00 71 00

00 71 00- 2

7. Delete Article 15.3 MEDIATION, of the AIA Document A201 General Conditions of the Contract for Construction, 2017 Edition, in its entirety, to include articles 15.3.1, 15.3.2 and 15.3.3.

8. Delete Article 15.4 ARBITRATION, of the AIA Document A201 General Conditions of the Contract for Construction, 2017 Edition, in its entirety, to include articles 15.3.1, 15.3.2 and 15.3.3.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION

06"

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RUFUS JOHNSON

ASSOCIATESOF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

[email protected] 2020 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

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02/24/2020

CONST. DOCS

Sheet # Sheet Name

Sheet

Issue Date

Current

Revision

Current

Revision

Date

G1.00 COVER SHEET 02/24/2020

G1.01 DRAWING INDEX 02/24/2020 2 03/31/2020

G1.02 PLAN DATA/ CODE ANALYSIS 02/24/2020

G4.01 ADA DETAILS 02/24/2020

G4.02 ADA DETAILS 02/24/2020

G4.03 ADA DETAILS 02/24/2020

G4.04 ADA DETAILS 02/24/2020

G4.05 ADA DETAILS 02/24/2020

G4.06 ADA DETAILS 02/24/2020

DRAWING INDEXGENERAL

CIVILC0.00 COVER 02/24/2020

C0.10 EXISTING CONDITIONS & DEMOLITION PLAN 02/24/2020

C1.00 SITE LAYOUT PLAN 02/24/2020

C1.01 SURFACE MATERIAL & GATE LAYOUT 02/24/2020

C2.00 OVERALL GRADING & DRAINAGE PLAN 02/24/2020

C2.01 EROSION PREVENTION & SEDIMENT CONTROL PHASE 1 02/24/2020

C2.02 EROSION PREVENTION & SEDIMENT CONTROL PHASE II & III 02/24/2020

C3.00 UTILITY LAYOUT PLAN 02/24/2020 2 03/31/2020

L1.00 LANDSCAPE PLAN 02/24/2020

D.1 STANDARD DETAILS 02/24/2020





LIFE SAFETYLS1.00 LIFE SAFETY CODE INFORMATION 02/24/2020

LS1.01 OVERALL LIFE SAFETY PLAN 02/24/2020

ARCHITECTURAL

F1.01 FINISH PLAN AND SCHDEULE 02/24/2020

F1.02 FINISH ELEVATIONS 02/24/2020

STRUCTURALS1.00 GENRAL NOTES, SCHEDULES, AND BASE PLATE DETAILS 02/24/2020

S1.01 FOUNDATION PLAN 02/24/2020

S2.01 ROOF FRAMING PLAN 02/24/2020

S3.01 FOUNDATION DETAILS 02/24/2020

S3.02 FOUNDATION DETAILS 02/24/2020

S4.01 FRAMING DETAILS 02/24/2020

S4.02 FRAMING DETAILS 02/24/2020

S5.01 ELEVATIONS 02/24/2020

ELECTRICAL

Sheet # Sheet Name

Sheet

Issue Date

Current

Revision

Current

Revision

Date

M0.01 GENERAL NOTES AND LEGEND 02/24/2020

M0.02 MECHANICAL SCHEDULES 02/24/2020

M1.00 HVAC - ROOF PLAN 02/24/2020

M1.01 HVAC - FLOOR PLAN 02/24/2020

M2.01 HVAC - PIPING PLAN 02/24/2020

M3.00 HVAC - DETAILS 02/24/2020

M3.01 HVAC - DETAILS 02/24/2020

M3.02 HVAC - DETAILS 02/24/2020

M3.03 HVAC - DETAILS 02/24/2020

M4.00 HVAC - CONTROLS 02/24/2020

INTERIORS

MECHANICAL

E0.01 ELECTRICAL LEGEND AND SCHEDULES 02/24/2020 2 03/31/2020

E0.02 ELECTRICAL - SITE PLAN 02/24/2020

E1.01 LIGHTING - FLOOR PLAN 02/24/2020 2 03/31/2020

E2.01 POWER - FLOOR PLAN 02/24/2020 2 03/31/2020

E2.02 POWER - ROOF 02/24/2020

E3.01 SYSTEMS - FLOOR PLAN 02/24/2020

E4.01 ELECTRICAL RISER DIAGRAM 02/24/2020

E4.02 ELECTRICAL PANEL SCHEDULES 02/24/2020

E4.03 ELECTRICAL PANEL SCHEDULES 02/24/2020 2 03/31/2020

E5.01 FIRE PENETRATION DETAILS 02/24/2020

E5.02 FIRE PENETRATION DETAILS 02/24/2020

DELETED SHEETS

LIST OF SHEETS AND DATES THAT THEY WERE DELETED

PLUMBINGP1.00 UNDERGROUND - FLOOR PLAN 02/24/2020

P1.01 PLUMBING - FLOOR PLAN 02/24/2020

P1.02 PLUMBING - ROOF PLAN 02/24/2020

P2.01 SANITARY - FLOOR PLAN 02/24/2020

P3.00 OVERALL SANITARY RISER DIAGRAM 02/24/2020

P3.01 SANITARY RISERS 02/24/2020

P4.00 OVERALL WATER RISER DIAGRAM 02/24/2020

P4.01 WATER RISERS 02/24/2020

P5.00 PLUMBING - LEGENDS, SCHEDULES AND DETAILS 02/24/2020

P5.01 PLUMBING - DETAILS 02/24/2020

P5.02 PLUMBING - PENETRATION DETAILS 02/24/2020



FIRE PROTECTIONFP1.01 FIRE PROTECTION - FLOOR PLAN 02/24/2020

FP2.00 FIRE PROTECTION - NOTES, CALCULATIONS, DETAILS 02/24/2020

FP2.01 FIRE PROTECTION - DETAILS 02/24/2020

FP2.02 FIRE PROTECTION - PENETRATION DETAILS 02/24/2020



TELECOMMUNICATIONT0.00 TELECOMMUNICATION LEGEND 02/24/2020 2 03/31/2020

T0.01 TELECOMMUNICATIONS - SITE PLAN 02/24/2020

T1.01 TELECOMMUNICATIONS - FLOOR PLAN 02/24/2020

T2.01 COMMUNICATIONS - FLOOR PLAN 02/24/2020 2 03/31/2020

T8.01 TELECOMMUNICATIONS - ELEVATIONS 02/24/2020

A1.01 ORIENTATION & SOUND RATING PLAN 02/24/2020

A1.02 NOTED FLOOR PLAN 02/24/2020

A1.03 DIMENSION FLOOR PLAN 02/24/2020

A1.04 REFLECTED CEILING PLAN 02/24/2020

A1.51 ROOF PLAN 02/24/2020

A2.01 DOOR SCHEDULE 02/24/2020

A2.10 DOOR DETAILS 02/24/2020

A2.11 DOOR DETAILS 02/24/2020

A2.50 WINDOW ELEVATIONS 02/24/2020

A2.60 WINDOW DETAILS 02/24/2020

A3.01 EXTERIOR ELEVATIONS 02/24/2020

A3.02 EXTERIOR ELEVATIONS 02/24/2020

A4.20 TOILET ACCESSORY MOUNTING HEIGHTS 02/24/2020

A4.21 ENLARGED PLANS, INTERIOR ELEVATIONS & DETAILS 02/24/2020



A4.25 CANOPY ENLARGED PLAN & SECTION 02/24/2020

A4.26 VESTIBULE ENLARGED PLAN & SECTION 02/24/2020

A4.27 SALLY PORT ENLARGED PLAN & SECTION 02/24/2020

A4.28 DUMPSTER WALL ENLARGED PLAN & SECTION 02/24/2020

A4.51 DETAILS 02/24/2020

A4.55 STANDARD DETAILS 02/24/2020



A5.01 BUILDING SECTIONS 02/24/2020

A6.01 WALL SECTIONS & DETAILS 02/24/2020

A6.02 WALL SECTIONS & DETAILS 02/24/2020

A7.01 CASEWORK ELEVATIONS 02/24/2020

A7.51 CASEWORK DETAILS 02/24/2020



Addendum 2 03/31/2020

2222

*

NOTE

- REFER TO ADDENDUM #2 DESCRIPTION*

*

*

*

*

FLAG POLE

Transformer

WM WATER VAULTPIV

CLEANOUT

CLEANOUT

HEADWALL15" CMPIE=531.59DROP INLET

TC=549.89IE=546.09

DROP INLETTC=549.58IE=543.13

DROP INLETTC=549.57IE=544.62

CATCH BASINTC=547.36

SW IE=536.36SE IE=535.66

CATCH BASINTC=546.89IE=538.44


SW IE=541.57NE IE=541.42

CATCH BASINTC=551.38IE=545.53

SEWER MANHOLETC=549.15IE=544.65

OIL SEPARATORMANHOLETC=550.86





SEWER MANHOLETC=552.69IE=545.84

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FFE: 549.5

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BY OTHERS

90 LF OF ROAD BORE REQUIRED

CO

TIE TO EXISTING SEWER

LINE USING ROMAC

STYLE TAPPING SADDLE

IE:544.5

6''W REFER TO PLUMBING

PLANS FOR EXACT

LOCATION

REFER TO

PLUMBING PLANS

IE: 545.80

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CONCRETE FLUME

INSTALL:

1 - 6" GATE VALVE

1 - 6" DOUBLE DETECTOR CHECK VALVE W/ FDC

1 - POST INDICATOR VALVE

1 - THRUST BLOCK

INSTALL:

2 - 6" GATE VALVES

1 - FIRE HYDRANT ASSEMBLY

2 - THRUST BLOCKS

1 - CAP & SLEEVE

INSTALL:

1 - 6" GATE VALVE

1 - 12"x 6" TAPPING SLEEVE

1 - THRUST BLOCK

INSTALL:

1 - 2" BALL VALVE

1 - 2" COMPOUND WATER METER

1 - 2" TO 2.5" INCREASER

WW

WW

WW

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6''W

6''W

6''W

WM

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PROPOSED 6"

PVC SEWER

LINE @ 1%

5

4

0

5

3

2

5

3

2

5

3

4

5

3

6

5

3

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5

4

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2

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°

1

0

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9

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W

3

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.

7

0

N

6

2

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4

9

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2

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3

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°

1

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2

9

"

E

3

5

7

.

7

0

N

S

EW

GRAPHIC SCALE1" = 30'

Feet

0 30 60

GENERAL UTILITY NOTES:1. ALL WATER AND SANITARY SEWER CONSTRUCTION IS TO BE MADE IN ACCORDANCE WITH THE

SPECIFICATIONS OF THE CLARKSVILLE GAS AND WATER DEPARTMENT OR THE APPROPRIATEUTILITY DISTRICT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITHTHE CITY ENGINEER'S OFFICE OR THE APPROPRIATE UTILITY DISTRICT.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CLARKSVILLEDEPARTMENT OF ELECTRICITY (CDE) OR CUMBERLAND ELECTRIC MEMBERSHIP COOPERATIVE(CEMC) AND BELL SOUTH DURING CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO PROTECTWORKMEN AND EXISTING UTILITIES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTORSHALL PROVIDE A TRENCH SAFETY SYSTEM TO MEET ALL APPROPRIATE OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION REGULATIONS.

4. MEGALUG MECHANICAL RESTRAINTS, OR EQUAL SHALL BE USED ON ALL FITTINGS AND VALVES.5. ANY VALVES, MANHOLES, SPRINKLER HEADS OR OTHER SUCH APPURTENANCES LOCATED WITHIN

THE CONSTRUCTION SITE SHALL BE ADJUSTED TO MATCH FINISHED GRADES.6. BEDDING MATERIAL FOR PVC SEWER PIPE SHALL CONSIST OF A 6-INCH ENVELOPE OF AASHTO M43

#67 CRUSHED STONE ON ALL SIDES OF THE PIPE. PIPE BEDDING SHALL BE THOROUGHLY ANDCOMPLETELY TAMPED BEFORE BACKFILLING.

7. ALL SANITARY SEWER MANHOLE TO PIPE CONNECTIONS SHALL BE MADE WITH A RUBBER BOOT,CAST OR GROUTED INTO THE MANHOLE. ANY MANHOLE SUBJECT TO INUNDATION SHALL RECEIVE AWATERTIGHT COVER.

8. SHOULD SOLID ROCK BE ENCOUNTERED IN A SEWER TRENCH, IT SHALL BE REMOVED TO A DEPTH OFAT LEAST SIX (6) INCHES BELOW THE FINISHED PIPELINE.

9. IN GENERAL, CRUSHED STONE BEDDING SHALL NOT BE REQUIRED FOR WATER LINE INSTALLATIONS.HOWEVER, WHERE UNSUITABLE MATERIAL OR SOLID ROCK IS ENCOUNTERED, BEDDING SHALLCONSIST OF A 6-INCH ENVELOPE OF AASHTO M43 #67 CRUSHED STONE ON ALL SIDES OF THE PIPE.

10. GENERALLY, TRENCHES SHALL BE BACKFILLED DAILY AS CONSTRUCTION PROCEEDS. IN NO CASESHALL A TRENCH BE LEFT OPEN FOR MORE THAN SEVEN (7) DAYS.A. BACKFILL UNDER PAVEMENT:

THE CONTRACTOR SHALL PLACE AND COMPACT AASHTO M43 #67. IN LIFTS NOT EXCEEDING 6 INCHES FROM THE TOP OF THE BEDDING ENVELOPE TO THE BASE OF THE PAVEMENT.

B. BACKFILL IN UNIMPROVED AREAS: THE CONTRACTOR SHALL PLACE AND COMPACT MATERIAL CONSISTENT WITH EITHER FINE, LOOSE

EARTH OR GRANULAR MATERIAL THAT IS FREE FROM CLODS, VEGETABLE MATTER, DEBRIS, STONE,AND/OR OTHER OBJECTIONABLE MATERIALS IN 12 INCH LIFTS COMPACTED TO 95% STANDARDPROCTOR (ASTM D698).

11. WATER MAINS SHALL BE SEPARATED FROM SANITARY SEWER FACILITIES A MINIMUM OF 10 FEET,MEASURED EDGE TO EDGE. WHEN CONDITIONS EXIST THAT PREVENT A HORIZONTAL SEPARATION OF10 FEET, CLOSER INSTALLATIONS MAY BE MADE IF THE BOTTOM OF THE WATER MAIN IS 18 INCHESABOVE THE TOP OF THE SANITARY SEWER FACILITY.

12. ALL WATERLINE PIPING PAST THE "POINT OF SERVICE" INCLUDING UNDERGROUND USED FORSPRINKLER OR STANDPIPE SYSTEM MUST BE INSTALLED BY A TENNESSEE REGISTERED SPRINKLERCONTRACTOR. [NFPA RULE 0780-2-7-08]

13. PIPE TRENCHES SHALL NOT BE EXCAVATED MORE THAN 200 FEET AHEAD OF PIPE INSTALLATION.14. BEDDING MATERIAL FOR RIGID SEWER PIPE (RCP, DUCTILE IRON, CAST IRON) SHALL CONSIST OF A

6-INCH ENVELOPE OF AASHTO M43 #67 CRUSHED STONE ON ALL SIDES OF THE PIPE. PIPE BEDDINGSHALL BE THOROUGHLY AND COMPLETELY TAMPED BEFORE BACKFILLING.

15. ALL SANITARY SEWER CLEANOUTS IN CONCRETE OR PAVEMENT AREAS SHALL BE IN A MB-9 LITTLERHINO METER/VALVE BOX, ITEM NUMBER 55-L-SV, OR APPROVED EQUIVALENT.

16. MECHANICAL RESTRAINT SHALL BE USED ON ALL FITTINGS AND VALVES.17. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND AS PER ORDINANCE 116-1006-07.18. CONTRACTOR TO ENSURE THAT ALL GRADING IS TO SUBGRADE PRIOR TO INSTALLATION OF UTILITY

LINES.19. ANY PVC GRAVITY SEWER PIPE INSTALLED AT DEPTHS GREATER THAN 12 FEET SHALL CONFORM TO

SDR 26 OR PS 115.20. ALL WATER MAIN INSTALLATION SHALL CONFORM TO AWWA C605 FOR PVC AND AWWA C600 FOR

DUCTILE IRON PIPE, ALL MATERIAL SHALL BE ASTM D02241 OR AWWA C900 FOR PVC AND ANSIA21.51 (AWWA C151) FOR DUCTILE IRON PIPE.

21. ALL SANITARY SEWER MAIN PIPE SHALL MEET OR EXCEED ASTM D3034-SDR35 STANDARDS AND BEGREEN IN COLOR.

22. CONTRACTOR TO VERIFY DEPTH, LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO ORDERINGMATERIALS.

23. WATER SERVICE PIPE MATERIAL MAY BE MUNICIPEX CROSS LINKED POLYETHYLENE (PEXA) BYREHAU OR ALTERNATIVELY MAY BE TYPE K SOFT COPPER.

24. TRACER WIRE SHALL BE INSTALLED ALONG ALL WATER MAIN, WATER SERVICES, AND SEWER FORCEMAIN AND FORCE MAIN SERVICES. TRACER WIRE SHALL BE COPPERHEAD 1230-HS, 12 AWG COPPERCLAD STEEL TRACER WIRE WITH 30 MIL. HDPE COATING, NO SUBSTITUTIONS ALLOWED.CONNECTORS AT SERVICE CONNECTIONS AND TEES SHALL BE DRYCONN DIRECT BURY LUG AQUA BYKING INNOVATION AND AT THE MAIN LINE SPLICES SHALL BE DRYCONN KING 6 BLUE BY KINGINNOVATION, NO SUBSTITUTIONS ALLOWED. TRACER WIRE SHALL EXTEND AT LEAST 5 FEET BEYONDWATER SERVICE STUB TERMINATIONS. A PIECE OF PVC PIPE SHALL BE BURIED VERTICALLY AGAINSTTHE 4" x 4" MARKER POST EXTENDING ABOUT 2" ABOVE GROUND LEVEL. THE TRACER WIRE SHALL BEFED THROUGH THE PVC PIPE WITH END OF WIRE ABOUT 2" ABOVE THE END OF THE PIPE AND THEREMAINDER COILED AND BURIED BENEATH IT. A PERFORMANCE TEST WILL BE PERFORMED ON THECOMPACTED TRACER WIRE SYSTEM TO ENSURE THE ENTIRE SYSTEM IS TRACKABLE. ANY PART OFTHE SYSTEM THAT IS NOT TRACKABLE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTORUNTIL IT IS TRACKABLE PRIOR TO FINAL ACCEPTANCE OF UTILITIES.

CITY STREETS:CLARKSVILLE STREET DEPARTMENTPH: 931-645-7464CONTACT: DAVID SHEPARD (DIRECTOR)

COUNTY ROADS:MONTGOMERY COUNTY HIGHWAY DEPARTMENTPH: 931-648-5740CONTACT: MIKE FROST (HIGHWAY COMMISSIONER)

STATE ROADS AND STREETS:TENNESSEE DEPARTMENT OF TRANSPORTATIONPH: 931-648-5570

CITY BUILDING AND CODES DEPARTMENT:CLARKSVILLE BUILDING CODES DEPARTMENTPH: 931-645-7426CONTACT: JUSTIN CROBSY

PLANNING COMMISSION:MONTGOMERY COUNTY REGIONAL PLANNINGCOMMISSIONPH: 931-645-7448CONTACT: JEFFREY TYNDALL (DIRECTOR)

CITY FIRE DEPT:CLARKSVILLE FIRE RESCUEPH: 931-645-7462CONTACT: FIRE MARSHALL RICKY CUMBERLAND

NATURAL GAS:CLARKSVILLE GAS AND WATER DEPARTMENTPH: 931-645-7422CONTACT: MARK RIGGINS

ELECTRICITY: (OUTSIDE CITY LIMITS)CUMBERLAND ELECTRIC MEMBERSHIP COOPERATIVEPH: 931-645-2841CONTACT: KENNY DAVIS

ELECTRICITY: (INSIDE CITY LIMITS)CLARKSVILLE DEPARTMENT OF ELECTRICITYPH: 931-648-8151CONTACT: TERRY RESHA

WATER AND SANITARY SEWER:CLARKSVILLE GAS AND WATER DEPARTMENTPH: 931-645-7418CONTACT: PAT CHESNEY

LOCAL UTILITIES

SPECIAL NOTES:1. ALL UTILITY LOCATIONS BASED ON LOCATION OF UTILITIES BY LOCAL UTILITY

AUTHORITIES AND VISIBLE FIELD LOCATION BY OTHERS. THERE IS NOGUARANTEE THAT NO OTHER UTILITIES EITHER PUBLIC OR PRIVATE ARE NOTDISPLAYED ON THIS SURVEY.

2. NO PLUMBING PLANS PROVIDED AT THIS TIME. CONTRACTOR TO COORDINATEWITH MPE FOR EXACT SIZE AND LOCATION OF UTILITY SERVICES.

1545 Madison StreetClarksville, TN 37040Ph # 931-245-3095

RUFUS JOHNSON

ASSOCIATES

OF CLARKSVILLE, INC.

architecture + planning + interiors

+ sustainability

1740 MEMORIAL DRIVE, SUITE 2


931.647.6301

[email protected]

COPYRIGHT 2019 ©

Reproduction of these drawings or

any part thereof is prohibited without

written approval of the architect,

RUFUS JOHNSON ASSOCIATES .

These drawings are protected by

U.S. copyright laws and violations


SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE

DESCRIPTION:

DOCUMENT CHANGES

C 3.00

1901

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3704

3

K.COOK C.BURCHETT

02/24/2020

CONSTRUCTION DOCS

02/24/2020

ADDENDUM 2 3/31/20202

2

2

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ELECTRICAL LEGEND

TV

S

S

USB

IG

IG

WP

GFI/WP

GFI

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PE

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A/P/3R

A/P/3R/FAR

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SD

SD3

ST

STWP

SNT

SK

SP

SWP

SOC

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"5"

CONDUIT TURNING UP

CONDUIT TURNING DOWN

SURFACE MOUNTED FLUORESCENT/LED LIGHT FIXTURE

RECESSED FLUORESCENT/LED FIXTURE

RECESSED FLUORESCENT/LED LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP

SURFACE MOUNTED WALL LIGHT FIXTURE

SURFACE MOUNTED WALL LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP

RECESSED WALL LIGHT FIXTURE

RECESSED WALL LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP

SURFACE MOUNTED FLUORESCENT/LED LIGHT FIXTURE

RECESSED FLUORESCENT/LED LIGHT FIXTURE

RECESSED FLUORESCENT/LED LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP

EXIT LIGHT, CEILING MOUNTED

EXIT LIGHT, WALL MOUNTED

TWO HEAD BATTERY POWERED EMERGENCY EGRESS LIGHT

REMOTE EMERGENCY BATTERY PACK

LIGHTING FIXTURE TYPE DESIGNATION-SEE LIGHTING FIXTURE SCHEDULE

AREA OR STREET LIGHT FIXTURE

DISCONNECT SWITCH, NON-FUSIBLE (A = SWITCH AMP RATING, P = NUMBER OF POLES)

DISCONNECT SWITCH, FUSIBLE (A = SWITCH AMP RATING, P = NUMBER OF POLES, FAR = FUSE AS REQUIRED)

SOLENOID VALVE

RELAY

TRANSFORMER

JUNCTION BOX

PULL BOX

ENCLOSED CIRCUIT BREAKER

SINGLE POLE SWITCH-(WHITE)

TWO POLE SWITCH-(WHITE)

THREE-WAY SWITCH-(WHITE)

FOUR WAY SWITCH-(WHITE)

THERMAL MOTOR SWITCH, LOCKABLE IN THE "OFF" POSITION - (FBE)

THERMAL MOTOR SWITCH, LOCKABLE IN THE "OFF" POSITION, WEATHERPROOF-(FBE)

NON-THERMAL MOTOR SWITCH, LOCABLE IN THE "OFF" POSITION, SQUARE D TYPE K OR APPROVED EQUAL

KEY OPERATED SWITCH

SINGLE POLE SWITCH WITH PILOT LIGHT

SINGLE POLE SWITCH, WEATHERPROOF

46"

18"

42"

18"

18"

18"

SINGLE RECEPTACLE, AMPERAGE, VOLTAGE, NEMA CONFIGURATION AS REQUIRED BY EQUIP. SUPPLIER OR AS NOTED

FLOOR BOX

FLOOR BOX

18"

18"

18"

42"

42"

SYMBOL DESCRIPTION

MOUNTING

HEIGHT

TO CENTERLINE

UON

46"

46"

46"

46"

46"

46"

46"

46"

46"

SURFACE MOUNTED FLUORESCENT/LED FIXTURE

SURFACE MOUNTED FLUORESCENT/LED FIXTURE WITH EMERGENCY BATTERY BACKUP

PHOTO-ELECTRIC SWITCH

CEILING MOUNTED OCCUPANCY SENSOR - WATTSTOPPER #DT-355 OR EQUAL BY LUTRON OR LEVITON

SINGLE POLE DIMMER SWITCH

THREE-WAY DIMMER SWITCH

20A 120V. DUPLEX RECEPTACLE-(WHITE)

20A 120V. DUPLEX RECEPTACLE ABOVE COUNTER-(WHITE)

20A 120V. DUPLEX RECEPTACLE FOR TV POWER-(WHITE)

20A 120V. QUADRAPLEX RECEPTACLE-(WHITE)

20A 120V. QUADRAPLEX RECEPTACLE ABOVE COUNTER-(WHITE)

20A 120V. DUPLEX RECEPTACLE-SAFETY TYPE-(WHITE)

20A 120V. DUPLEX RECEPTACLE-SAFETY TYPE-ABOVE COUNTER-(WHITE)

20A GROUND FAULT TYPE RECEPTACLE-(WHITE)

20A GROUND FAULT RECEPTACLE WEATHERPROOF

20A 120V. FLOOR BOX WITH (1) DUPLEX RECEPTACLE - LEGRAND # RFB2E-OG OR EQUAL BY HUBBELL OR LEVITON

20A 120V. DUPLEX USB TYPE

20A DUPLEX RECEPTACLE, ISOLATED GROUNDING,

20A DUPLEX RECEPTACLE, ISOLATED GROUNDING, INSTALL ABOVE COUNTER

20A QUADRAPLEX RECEPTACLE, ISOLATED GROUNDING

20A WEATHERPROOF DUPLEX RECEPTACLE

TWO GANG FLOOR BOX WITH ONE DUPLEX 20A 120V RECEPTACLE AND ONE DATA OUTLET - LEGRAND # RFB2E-OG OR EQUAL BY HUBBELL OR LEVITON

WIREMOLD #3000 WITH HUBBELL 5352 DUPLEX 20A RECEPTACLES 24" ON CENTER

WALL MOUNTED OCCUPANCY SENSOR SWITCH-(WHITE) - WATTSTOPPER #DSW-101 OR EQUAL BY LUTRON OR LEVITON

CONDUIT CONCEALED IN FLOOR

CONDUIT EXPOSED ON WALL OR CEILING.

CONDUIT CONCEALED IN WALL OR CEILING

HOMERUN CONDUIT, 2 CIRCUITS

SURFACE MOUNTED FLUORESCENT/LED LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP

SURFACE MOUNTED FLUORESCENT/LED LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP

84"

18"

SYMBOLS GENERAL NOTES:

A. ALL MOUNTING HEIGHTS GIVEN IN THE LEGEND, SCHEDULES, PLANS, AND DRAWING NOTES ARE TO THE CENTERLINE OF THEDEVICE, UNLESS OTHERWISE NOTED.

B. INSTALL ALL SWITCHES AT A CENTERLINE HEIGHT OF 46" A.F.F. UNLESS OTHERWISE NOTED. WHERE SWITCHES ORRECEPTACLES ARE MOUNTED ABOVE CASEWORK OR MILLWORK, LOCATE AT A HIGHT OF 3'-8" MAX. ABOVE FINISHED FLOOROR 3" ABOVE BACKSPLASH TO CENTERLINE.

C. WHERE COVERPLATES CONFLICT WITH CASEWORK OR MILLWORK, SLIGHTLY ADJUST THE MOUNTING HEIGHTS OF THEWIRING DEVICES TO MAKE THE COVERPLATES CLEAR THE COUNTERTOP OR BACKSPLASH BY 1".

D. ADDITIONAL SYMBOLS MAY BE SHOWN OR DENOTED ON OTHER SHEETS.

E. ALL SYMBOLS, NOTES, AND ABBREVIATIONS SHOWN ON THE LEGEND ARE NOT NECESSARILY USED IN THIS SET OFCONTRACT DOCUMENTS.

F. NUMERICAL SUBSCRIPT ADJACENT TO DEVICE FIXTURE, EQUIPMENT OR JUNCTION BOX SYMBOL ON THE DRAWINGSDENOTES THE PANELBOARD CIRCUIT NUMBER TO WHICH DEVICE, FIXTURE, EQUIPMENT OR WIRING IN JUNTION BOXIS CONNECTED.

A/P

A/P/FAR

DISCONNECT SWITCH, NON-FUSIBLE (A = SWITCH AMP RATING, P = NUMBER OF POLES, 3R = NEMA 3R)

DISCONNECT SWITCH, FUSIBLE (A = SWITCH AMP RATING, P = NUMBER OF POLES, FAR = FUSE AS REQUIRED, 3R = NEMA 3R)

42"

42"

18"

18"

18"20A 120V. DUPLEX RECEPTACLE FOR DISHWASHER PROTECTED BY GFI CIRCUIT BREAKER-(WHITE)DW/GFP

18"20A 120V. DUPLEX RECEPTACLE ON EMERGENCY BRANCH CIRCUIT (RED)E

42"20A 120V. DUPLEX RECEPTACLE ABOVE COUNTER ON EMERGENCY BRANCH CIRCUIT (RED)E

18"20A 120V. QUADRAPLEX RECEPTACLE ON EMERGENCY BRANCH CIRCUIT (RED)E

20A 120V. QUADRAPLEX RECEPTACLE ABOVE COUNTER ON EMERGENCY BRANCH CIRCUIT (RED) 42"

S/E 20A 120V. DUPLEX RECEPTACLE-SAFETY TYPE-ABOVE COUNTER ON EMERGENCY BRANCH CIRCUIT (RED) 42"

E

GFI/E 20A GROUND FAULT TYPE RECEPTACLE ON EMERGENCY BRANCH CIRCUIT (RED) 18"

ELECTRICAL LEGEND

HD

SDE

FSD

F

DSD

DH

TS

FS

FACP

FAA

AFF

AFG

CLG

EWC

FBE

FBO

GND

UON

WP

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

CEILING MOUNTED

ELECTRIC WATER COOLER

FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR

FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR

GROUND

UNLESS OTHERWISE NOTED

WEATHER PROOF, NEMA 3R

MANUAL PULL STATION

DUCT-SMOKE DETECTOR

AUTOMATIC HEAT DETECTOR (RATE OF RISE TYPE)

SYSTEM CONNECTED SMOKE DETECTOR FOR FIREMAN'S RECALL

SMOKE DOOR HOLDER

TAMPER SWITCH

FLOW SWITCH

FIRE ALARM CONTROL PANEL

FIRE ALARM REMOTE ANNUNCIATOR

46"

CEILING

SYMBOL DESCRIPTION

MOUNTING

HEIGHT

TO CENTERLINE

80"

FLASHING LIGHT 80"

FIRE SMOKE DAMPER

ABBREVIATIONS

FIRE ALARM SYSTEML

L FLASHING LIGHT/HORN SIGNAL STATION

SD SMOKE DETECTOR CEILING

FAR FUSE AS REQUIRED

FRS FIRE ALARM RELAY (ADDRESSABLE) FOR INTERFACE WITH SECURITY SYSTEM

T 20A TAMPERPROOF DUPLEX RECEPTACLE

CONSULTING ENGINEERS

2950 KRAFT DRIVE

NASHVILLE, TN. 37211

PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com

ICT Project No. 190643

I.C. Thomasson Associates, Inc. RUFUS JOHNSON









SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

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CONSTRUCTION DOCS

Lighting Fixture Schedule

Type Manufacturer Model Lamp Mount Description

'A' COLUMBIA CFP24-4135HE 40W LED RECESSED 2 x 4

'AP' COLUMBIA CFP24-4135HE/CFPSMK-24 40W LED PENDANT SURFACE MOUNT 2 x 4. PROVIDEHANGERS TO PENDANT MOUNT

'AT' NEW STAR 3ZM24CCL23512CUNDBAH 50W LED RECESSED TAMPER PROOF 2 x 4

'B' COLUMBIA CSL4-4035 LED CHAIN STRIP LIGHT

'D' COLUMBIA CUC2-ED120 LED SURFACE UNDERCOUNTER LIGHT-PROVIDELENGTH AS SHOWN ON PLANS

'E' PRESCOLITE LTR-4RD-HML25LDMIMDS 28W LED RECESSED DOWNLIGHT

'F' HUBBELL LNC218L4K0702UBLPCU LED WALL WALLPACK

'G' SPI SEW121461FT-7WUNV3500KSBCRUNSMA

LED WALL SIGN LIGHT-PROVIDE LENGHT SHOWN ONPLANS

'S1' HUBBELL ASL-A-24L4KO703UBL-7PRISSS-H-25405-2L-BL

2-169W LED POLE PARKING LOT POLE-180 ORIENTATION

'S2' HUBBELL ASL-A-24L4KO703UBL-7PRISSS-H-25405-2L-BL

2-169W LED POLE PARKING LOT POLE-90 ORIENTATION

'S3' KIM KFL116L-404K8MUNVBL 40W LED GROUND FLAG POLE LIGHT

Revision 2 03/31/20

2

EXIT DUALLITE SE*RE LED SURFACE EXIT LIGHT 2

FEC

FEC

FE

C

FEC

DS

BD

SB

DS

BD

SB

AED/O2

FE

C

DS

BD

SB

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJ

CJ

CJ

WH

OS

OSOS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OSOS

OS

OS OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS OS

OS

OS

WALL LEGEND

3 4 5 6 7 8

K

J

2

F

A

E

1 9 10

H

C

B

D

B.7

11

STOR.143INTERVIEW 2

139

OFC119

CORRIDOR103

MONITORING136

OFC114

INTERVIEW 1138

VEST.100

WALK-IN REPORTING102

RECEPTION/CLERICAL111

LOBBY101

BRIEFING/ TRAINING104

REPORT WRITING145

BREAK105

M. LOCKER148

FITNESS150

EVS149

W. LOCKER147

MECH YARD154

PASS110B

DATA122

MECH/ ELEC124

CORRIDOR109

PASS146

SGT. OFFICE130

CONFERENCE128

OFC113

OFC116

OFC115

DETECTIVE OPEN

OFFICE129

OFC117

PASS137

STORAGE123

WITNESS INT.133

INTERVIEW 3140

INTERVIEW 4141

OFC112

BREAK AWAY134

BREAK AWAY131

TLT.106

TLT.107

STOR.108

MEN'S TLT.120

WOMEN'S TLT.121

WITNESS INT.132

UNIFORM PATROL EQP.127

SGT. OPEN OFFICE125

OFC118

TLT.142

BREAK AWAY126

EVIDENCE

LKR./DOCKING152

EVIDENCE PACK.144

VEST.153

PASS135

SALLYPORT159

COPY

COPY

PRINT

PASS110A

RISER RM124C

COPY

G

D9

FE

FE

WB

REF

MICROCM

STOVE

PRINT

GENERATOR

'A' 'A' 'A' 'A'

'A''A''A''A'

'A' 'A' 'A'

'A' 'A' 'A' 'A' 'A'

'A' 'A'

'A''A'

'A' 'A''A'

'A' 'A' 'A'

'A'

'A' 'A'

'A'

'A'

'A''A'

'A'

'A''A''A''A'

'A'

'A'

'A''A'

'A'

'A'

'A'

'A''A'

'A''A'

'A' 'A'

'A' 'A' 'A' 'A' 'A' 'A' 'A' 'A' 'A' 'A'

'A''A'

'A'

'A'

'A'

'A' 'A'

'A'

'A'

'A' 'A'

'A'

'A'

'A'

'A'

'A'

'A'

'A'

'A'

'A'

'A'

'AT' 'AT'

'AT''AT'

'A'

'A' 'A' 'A'

'A'

'AT'

'A''A''A'

'A' 'A'

'A'

'A''A'

'A'

'A' 'A'

'AP' 'AP' 'AP'

'AP''AP''AP'

'AP' 'AP' 'AP'

'AP''AP''AP'

'A'

'A''A'

'A'

'A'

'A''A'

'A''A'

'A''A'

'A' 'A'

'A''A'

'A'

'A'

'A'

'A''A'

'A'

'A'

'A''A'

'A'

'A'

'A'

'A'

'A'

'A' 'A'

'A' 'A'

'A''A'

'A' 'A' 'A''A'

'B'

'B'

'A'

'A'

'A'

'A'

'B' 'B'

3

3

'F'

'F'

'F'

'F'

OC OC OC

OC

33

OC OC

OC

OC

OC

OC

OC

OC

OC

3

3'D'

OC

3D3D

3D

3D

OC

OC

OC

OC

OC

3

3

'F'

'A'

'E' 'E'

'E'

'E'

'E' 'E'

'E'

'E'

OC

'B' 'B'

3

3

'B'

'B'

2LS -

1LS -

3LS -

1A -

2A -

3A -

4A -

4LS -

'F'

'F'

'F'

'F' 'F' 'F'

'F''F''F'

'F' 'F' 'F'

'F' 'F' 'F' 'F''F'

'F'

OC OC

'A'

6LS -

VIA'LCE'

'G'

3

3

2

2

2

2

2

2

2

2

NON-RATED PARTITION TO 4" ABOVE CEILING

NON-RATED PARTITION TO DECK

SMOKE PARTITION TO DECK

1-HOUR FIRE BARRIER

1-HOUR SMOKE BARRIER

NON-RATED C.M.U. PARTITION TO DECK

FOR MORE INFORMATION, SEE SHEET G.1.02 &

SPECIFICATION SECTION 01 06 10 - RATED WALL

ASSEMBLIES


2950 KRAFT DRIVE


PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com











SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

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CONSTRUCTION DOCS

SCALE:

PLAN NORTH

1/8" = 1'-0"

LIGHTING - FLOOR PLAN

Revision 2 03/31/20

FEC

FEC

FE

C

FEC

DS

BD

SB

DS

BD

SB

WH

AED/O2

FE

C

DS

BD

SB

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJ

CJ

CJ

J

J

J

J

J

J

J

J

J

JJJJJJJ JJJJJJJ JJJJJJJJ

J

J

J

J

J

J

J

J

J

J

J

WALL LEGEND

3 4 5 6 7 8

K

J

2

F

A

E

1 9 10

H

C

B

D

B.7

11

STOR.143INTERVIEW 2

139

OFC119

CORRIDOR103

MONITORING136

OFC114

INTERVIEW 1138

VEST.100



LOBBY101


REPORT WRITING145

BREAK105

M. LOCKER148

FITNESS150

EVS149

W. LOCKER147

MECH YARD154

PASS110B

DATA122

MECH/ ELEC124

CORRIDOR109

PASS146

SGT. OFFICE130

CONFERENCE128

OFC113

OFC116

OFC115

DETECTIVE OPEN

OFFICE129

OFC117

PASS137

STORAGE123

WITNESS INT.133

INTERVIEW 3140

INTERVIEW 4141

OFC112

BREAK AWAY134

BREAK AWAY131

TLT.106

TLT.107

STOR.108

MEN'S TLT.120

WOMEN'S TLT.121

WITNESS INT.132


SGT. OPEN OFFICE125

OFC118

TLT.142

BREAK AWAY126

EVIDENCE

LKR./DOCKING152

EVIDENCE PACK.144

VEST.153

PASS135

SALLYPORT159

COPY

COPY

PRINT

PASS110A

RISER RM124C

COPY

G

D9

FE

FE

WB

REF

MICROCM

STOVE

PRINT

GENERATOR

SCREEN

PROJ

GFI/WP

GFI/WP

E/GFI/WP

E/GFI/WP

GFI/WP

GFI

COPIER

GFI

GFI

GFI

GFI

GFI

EWC/GFI GFI

GFI

GFI

GFI

GFI

COPIER/E

E/GFI E/GFI

E/GFI

COPIER

A

MDP

TV/GFI

E

E

E

E

E

E

E

E

E

E

E

E

E

E EGFI

E

E

E

TV/E

E

E

E

E

E

EE

EE

E

E

E E

E

TV/E

COPIER/E

E

E

EE

E

EE

E

E

E

E

E

TV

2

E

E

E

E

B

EQ

LS

ATS-EQ

ATS-LS

EH-2

AC-1

EH-1

EH-3

EH-4

6B -

2B -

8B - 4B -

3B -

1B -39EQ -

41EQ -

42EQ -

5B -

7B -

36B -

59B -

55B -

38B -

57B -

61B -

63B -

42B -

44B -

65B -

67B -

69B -

3

3

3

40B -

46B -

71B -

10B -

COPIER

73B -

48B -

77B -50B -

75B -

1EQ -

2EQ -

3EQ -

4EQ -5EQ -

52B - 79B -

54B -

77EQ -

76EQ -

75EQ -

74EQ -

8EQ -

7EQ -

6EQ -

9EQ -11EQ -

10EQ -

83B -

12EQ -

13EQ -

14EQ -16EQ -

15EQ -

18EQ -44,46,48EQ -

50,52,54EQ -

21EQ -

62,64,66EQ -

17EQ -

19EQ -

20EQ -

22EQ -

23EQ -

24EQ -

25EQ -

28EQ - 29EQ -27EQ -

30EQ -

31EQ -

32EQ -

33EQ -34EQ - 35EQ -

36EQ -

38EQ -

37EQ -

E E E E E E E

E

E E E E E

E E E E E

E

EEEE

E

E

E

E E

E

E

EE

E

E

E

E

56,58,60EQ -

26EQ -

80,82B -

68,70B -

72,74B -

76,78B -

60B -

30A/3P

3#12,#12G,1/2"CTO CU-1 ON ROOF

GFI

GFI

GF

I

GF

I

14-5

0R

RE

F/G

FI

GF

I

GF

I

GFI

9B -

11B -

13B -

15B -19B -

21,23B -

31,33,35B -

37,39,41B -

43,45,47B -

49,51,53B -

12B -14B -

16B - 18B -

20B -22B - 24B -

26B -

WH-1

CP-1 NT 84B -

85B -

87B -

86B -

E

E

E

E

E

E

E

78,79EQ -

80,81EQ -

1

1

56B -

5 5 5 5

555

5

27B -

29B - 30B -

4

6

+60"

+84"

+84"7

5 5

55

7

32B -34B -

58B -

81B -

85EQ -

EDP

TEMPORARYGENERATORQUICK DISCONNECTSWITCHBOARD

89B -

EH-5

8

8

8

8

8

8

8

8

9

86EQ -

10

10

10

10

10

10

10

88EQ -

2

2




1-HOUR FIRE BARRIER





ASSEMBLIES


2950 KRAFT DRIVE


PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com











SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

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CONSTRUCTION DOCS

SCALE:

PLAN NORTH

1/8" = 1'-0"

POWER - FLOOR PLAN

ELECTRICAL NOTES:

1. PROVIDE SPARE CIRCUITS IN JUNCTION BOX ABOVE CEILING FORFUTURE USE.

2. PROVIDE ELECTRICAL CONNECTION TO BODY CAMERA DOCKINGSTATIONS. REFERENCE A7.01 FOR ELEVATION FOR THE THREELEVELS OF THE DOCKING STATIONS.

3. RECEPTACLES IN CABINET.

4. LOCATE RECEPTACLE TO BEST SERVE AED.

5. COORDINATE WITH ARCHITECT/OWNER FOR EXACT LOCATIONSOF FLOOR BOXES PRIOR TO INSTALLATION.

6. PROVIDE ELECTRICAL CONNECTION TO CALL BOX PERMANUFACTURER'S RECOMMENDATIONS.

7. LOCATE RECEPTACLE TO BEST SERVE FAN.

8. PROVIDE ELECTRICAL CONNECTION TO FURNITURE PER MANUFACTURER'SRECOMMENDATIONS. COORDINATE EXACT LOCATIONS WITH OWNER'S FURNITURE VENDOR PRIOR TO ROUGH-IN.

9. PROVIDE GUARDIAN # P/N 6319 FOR ELECTRICAL SHUT OFF FOR RANGE.PROVIDE INTERCONNECTION TO GUARDIAN III SYSTEM AS REQUIRED.

10. PROVIDE ELECTRICAL CONNECTION TO DOOR POWER SUPPLY.

Revision 2 03/31/20


2950 KRAFT DRIVE


PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com


I.C. Thomasson Associates, Inc. RUFUS JOHNSON ASSOCIATES

OF CLARKSVILLE, INC.architecture + planning + interiors








SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

4/1

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CONSTRUCTION DOCS

Notes:

Receptacle 67680 VA 57.39% 38840 VA

Equipment 38345 VA 90.00% 34511 VA Total Est. Demand Current: 461 A

Heating 6750 VA 100.00% 6750 VA Total Conn. Current: 551 A

Other 500 VA 100.00% 500 VA Total Est. Demand: 165958 VA

Motor 74020 VA 100.00% 74020 VA Total Conn. Load: 198626 VA

Lighting 11824 VA 100.00% 11824 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

551 A

198626 VA

20

19

18

17

16

15

14

13 SPD 3 60 A 0 VA

12 SPACE 3 250 A 0 VA

11 SPACE 3 250 A 0 VA

10 SPACE 3 250 A 0 VA

9 SPACE 3 250 A 0 VA

8 RTU-F-1 (3#4,#8G,1"C) 3 60 A 13834 VA

7 RTU-E (3#6,#10G,3/4"C) 3 50 A 12105 VA

6 RTU-B-2 (3#8,#10G,3/4"C) 3 35 A 6917 VA

5 RTU-A-1 (3#10,#10G,3/4"C) 3 30 A 6052 VA

4 Panel B 3 200 A 60771 VA

3 Panel A 3 100 A 5008 VA

2 ATS-LS 3 200 A 7295 VA

1 ATS-EQ 3 250 A 87116 VA

CKT Circuit Description # of Poles Trip Rating Load Remarks

Notes:

Enclosure: Type 1

Mounting: Surface Wires: 4 Mains Rating: 800 A

Supply From: Phases: 3 Mains Type: MCB

Location: MECH/ ELEC 124 Volts: 120/208 Wye A.I.C. Rating: 22,000

Distribution Panel: MDP

Notes:

Total Est. Demand Current: 201 A

Total Conn. Current: 242 A

Receptacle 35820 VA 63.96% 22910 VA Total Est. Demand: 72266 VA

Equipment 19400 VA 90.00% 17460 VA Total Conn. Load: 87116 VA

Motor 31896 VA 100.00% 31896 VA


Legend:

Total Amps: 262 A 253 A 220 A

Total Load: 30948 VA 29808 VA 26359 VA

125 Spare -- 20 A 1 0 0 1 20 A -- Spare 126

123 Spare -- 20 A 1 0 0 1 20 A -- Spare 124

121 Spare -- 20 A 1 0 0 1 20 A -- Spare 122

119 Spare -- 20 A 1 0 0 1 20 A -- Spare 120

117 Spare -- 20 A 1 0 0 1 20 A -- Spare 118

115 Spare -- 20 A 1 0 0 1 20 A -- Spare 116

113 Spare -- 20 A 1 0 0 1 20 A -- Spare 114

111 Spare -- 20 A 1 0 0 1 20 A -- Spare 112

109 Spare -- 20 A 1 0 0 1 20 A -- Spare 110

107 Spare -- 20 A 1 0 0 1 20 A -- Spare 108

105 Spare -- 20 A 1 0 0 1 20 A -- Spare 106

103 Spare -- 20 A 1 0 0 1 20 A -- Spare 104

101 Spare -- 20 A 1 0 0 1 20 A -- Spare 102

99 Spare -- 20 A 1 0 0 1 20 A -- Spare 100

97 Spare -- 20 A 1 0 0 1 20 A -- Spare 98

95 Spare -- 20 A 1 0 0 1 20 A -- Spare 96

93 Spare -- 20 A 1 0 0 1 20 A -- Spare 94

91 Spare -- 20 A 1 0 0 1 20 A -- Spare 92

89 Spare -- 20 A 1 0 0 1 20 A -- Spare 90

87 Spare -- 20 A 1 0 2000 1 20 A Equip... Equipment 88

85 Equipment Equip... 20 A 1 500 1500 1 20 A Equip... Equipment 86

83 GATE Equip... 20 A 1 500 500 1 20 A Equip... GATE 84

81 Receptacle Recept... 20 A 1 720 360 1 20 A Recept... Receptacle 82


77 Receptacle - 119 Recept... 20 A 1 360 720 1 20 A Recept... Receptacle 78

75 Receptacle - 119 Recept... 20 A 1 720 720 1 20 A Recept... Receptacle - 119 76

73 Receptacle Recept... 20 A 1 180 720 1 20 A Recept... Receptacle - 119 74


69 -- -- -- -- 749 500 1 20 A Motor Motor 70

67 AC/CU-1 Motor 15 A 2 749 500 1 20 A Motor Motor 68

65 -- -- -- -- 2978 720 1 20 A Recept... System Furniture 66


61 RTU-D (3#6,#10G,3/4"C) Motor 45 A 3 2978 720 1 20 A Recept... System Furniture 62



55 RTU-C-1 (3#8,#10G,3/4"C) Motor 40 A 3 2498 720 1 20 A Recept... System Furniture 56



49 RTU-B-1 (3#8,#10G,3/4"C) Motor 35 A 3 2306 720 1 20 A Recept... Receptacle 50



43 RTU-A-2 (3#10,#10G,3/4"C) Motor 30 A 3 2017 720 1 20 A Recept... System Furniture 44


39 Receptacle - 111 Recept... 20 A 1 720 360 1 20 A Recept... Receptacle 40

37 Equipment Docking - 152 Equip... 20 A 1 1500 1500 1 20 A Equip... Equipment Docking - 152 38






25 COPIER - 145 Equip... 20 A 1 1200 720 1 20 A Recept... Receptacle - 145 26


21 COPIER - 129 Equip... 20 A 1 1200 540 1 20 A Recept... Receptacle - 136 22











CKT Circuit DescriptionDemand

Code TRIP P

A B C

P TRIPDemand

Code Circuit Description CKT

Notes:

Enclosure: Type 1


Supply From: ATS-EQ Phases: 3 Mains Type: MLO

Location: MECH/ ELEC 124 Volts: 120/208 Wye A.I.C. Rating: 22,000

Branch Panel: EQ

Notes:

Receptacle 35820 VA 63.96% 22910 VA Total Est. Demand Current: 220 A

Equipment 19400 VA 90.00% 17460 VA Total Conn. Current: 261 A

Other 500 VA 100.00% 500 VA Total Est. Demand: 79277 VA

Motor 31896 VA 100.00% 31896 VA Total Conn. Load: 94123 VA

Lighting 6818 VA 100.00% 6818 VA


Legend:

261 A

94123 VA

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2 ATS-LS 3 100 A 7295 VA

1 ATS-EQ 3 250 A 87116 VA

CKT Circuit Description # of Poles Trip Rating Load Remarks

Notes:

Enclosure: Type 1


Supply From: Phases: 3 Mains Type: MLO

Location: MECH YARD 154 Volts: 120/208 Wye A.I.C. Rating: 10,000

Distribution Panel: EDP

Revision 2 03/31/20

2

DC

REX

J

N/A

N/A

CARD READER

N/ADOOR CONTACT

REQUEST TO EXIT

ACCESS CONTROL JUNCTION BOX

FIXED CCTV CAMERA (1) CAT 6 CABLE

360 DEGREE MULTI SENSOR CCTV CAMERA (5MP PER LENSE)

180 DEGREE MULTI SENSOR CCTV CAMERA (2MP PER LENSE)

MICROPHONE

INTERCOM FLUSH MOUNT UNIT - 1 CAT 6 CABLEPROVIDED BY

INTERCOM CONT.

CCTV MONITOR

(1) 2 STRAND OM4

(1) CAT 6 CABLE

CODE BLUE CALL BOX CB 2-E SIGNATURE HELP POINT. (OR EQUAL)

INTERCOM DESK UNIT WITH VIDEO - 1 CAT 6 CABLE PROVIDED BYINTERCOM CONT.

LADDER RACK - SEE DETAILS DENOTED ON T9 SHEETS

MOUNTING HEIGHTDESCRIPTIONSYMBOL

TELECOMMUNICATIONS PATHWAY LEGEND

ABOVE RACKS

4" X 12" BASKET TYPE CABLE TRAY

- CONTRACTOR SHALL LEAVE 25' SLACK CABLE IN CEILING FOR RELOCATION OF CABLE.

MOUNTING HEIGHTBACK BOXDESCRIPTIONSYMBOL

STRUCTURED CABLE LEGEND

WIRELESS ACCESS POINT - (1) CAT 6 DATA CABLE

AV FLOORBOX OUTLET - PROVIDE 1-1/2" CONDUIT TO BEHIND TELEVISION

4 X 4 SQ. 2-1/8" DEEP1-GANG RING


6" ABOVE COUNTER

ABOVE CEILINGHILTI SPEED SLEEVE - PART NUMBER CP 653 2" / CP 653 4" OR APPROVED EQUAL

X TYPICAL TELECOM OUTLET X=NUMBER OF CAT 6 CABLES

X COUNTER HEIGHT TELECOM OUTLET X=NUMBER OF CAT 6 CABLES

AV

CEILING

FLOOR

SINGLE PORT

SURFACE MOUNT BOX

CEILING MOUNT PROJECTOR - (1) CAT 6 DATA CABLE

ABOVE CEILING

CEILINGSINGLE PORT

SURFACE MOUNT BOX

TELECOM FLOORBOX OUTLET - SAME NAMING CONVENTION AS TYPICALX

TELECOM OUTLET - 1-1/4" CONDUITFLOOR

PROJ

PAC525FCTV TELEVISON OUTLET - (1) CAT 6

ACCESS CONTROL LEGEND

CCTV LEGEND

INTERCOM LEGEND

STACKED TELECOM OUTLETS 1 CAT 6 DATA CABLE IN EACH SPACE4 X 4 SQ. 2-1/8" DEEP

1-GANG RING


46"

46"

CEILING ABOVE DOOR


C CEILING HEIGHT U.O.NSINGLE PORT

SURFACE MOUNT BOX

180

15' A.F.G.SEE DETAIL #1

SHEET T0.01

CEILINGSINGLE PORT

SURFACE MOUNT BOX

46"

360

M


46"

COUNTER / DESKMON

46" CENTERCB

COUNTER / DESK

18" AFF

84" U.O.N.

TOP OF DOOR



CR

NEMA 8" X 8" X 4" WITHBLANK COVER

IF

30",45" & 60" AFF


ID


2950 KRAFT DRIVE


PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com











SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

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CONSTRUCTION DOCS

TELECOMMUNICATIONS - LEGEND

ADDENDUM 2 3/31/2020

2

FEC

FEC

FE

C

FEC

DS

BD

SB

DS

BD

SB

AED/O2

FE

C

DS

BD

SB

CJ

CJ

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CJ

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CJCJ

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CJ

CJ

CJCJ

CJ

CJ

CJ

WH

CR

CRREX

CR

CR

CR

CR

IF

100A

101

103A

135A

135B

124B

104C

CC

C

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C

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CC

180

M M

M M

CR

CR

C

109B

136A

DC

DC

REX

CRREX

REX

ID

CR




1-HOUR FIRE BARRIER





ASSEMBLIES

WALL LEGEND

3 4 5 6 7 8

K

J

2

F

A

E

1 9 10

H

C

B

D

B.7

11

STOR.143INTERVIEW 2

139

OFC119

CORRIDOR103

MONITORING136

OFC114

INTERVIEW 1138

VEST.100



LOBBY101


REPORT WRITING145

BREAK105

M. LOCKER148

FITNESS150

EVS149

W. LOCKER147

MECH YARD154

PASS110B

DATA122

MECH/ ELEC124

CORRIDOR109

PASS146

SGT. OFFICE130

CONFERENCE128

OFC113

OFC116

OFC115

DETECTIVE OPEN

OFFICE129

OFC117

PASS137

STORAGE123

WITNESS INT.133

INTERVIEW 3140

INTERVIEW 4141

OFC112

BREAK AWAY134

BREAK AWAY131

TLT.106

TLT.107

STOR.108

MEN'S TLT.120

WOMEN'S TLT.121

WITNESS INT.132


SGT. OPEN OFFICE125

OFC118

TLT.142

BREAK AWAY126

EVIDENCE

LKR./DOCKING152

EVIDENCE PACK.144

VEST.153

PASS135

SALLYPORT159

COPY

COPY

PRINT

PASS110A

RISER RM124C

COPY

G

D9

FE

FE

WB

REF

MICROCM

STOVE

PRINT

GENERATOR

J

J

J

J

J

C-01

C-04

C-03

C-06

C-05

C-07

C-09 C-10

C-08

C-11

J

J

C-12MON

CB

TO ENTRANCE

GATE

GATE

CONTROLLER

1

(TYP)

2

(TYP)

2

3

22


2950 KRAFT DRIVE


PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com


I.C. Thomasson Associates, Inc. RUFUS JOHNSON ASSOCIATES

OF CLARKSVILLE, INC.architecture + planning + interiors








SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

4/1

/2020 1

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5:4

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CONSTRUCTION DOCS

SCALE:

PLAN NORTH

1/8" = 1'-0"

COMMUNICATIONS - FLOOR PLANACCESS CONTROL SCHEDULE

DOORNUMBER SHEET ROOM HARDWARE SET

100A T2.01 VEST 100

101 T2.01 LOBBY 101

103A T2.01 CORRIDOR 103

135A T2.01 PASS 135

135B T2.01 PASS 135

124B T2.01 MECH / ELEC 124

104C T2.01 BRIEF / TRAIN 104

109B T2.01 CORRIDOR 109

136A T2.01 MONITORING 136

CCTV SCHEDULE

CAMERANUMBER SHEET ROOM FIELD OF VIEW CAMERA TYPE

C-01 T2.01 EXTERIOR VEST DOOR

C-02 T0.01 EXTERIOR FRONT PARKING EXTERIOR 5MP

C-03 T2.01 VEST 100 VEST 100

C-04 T2.01 LOBBY 101 LOBBY 101

C-05 T2.01 SALLYPORT 159 SALLYPORT 159

C-06 T2.01 SALLYPORT 159 SALLYPORT 159

C-07 T2.01 INTERVIEW 3 140 INTERVIEW 3 TAMPER RESISTANT




C-11 T2.01 PASS 135 CORRIDORS INTERIOR 180 DEGREE

C-12 T2.01 VEST 153 VEST 153

C-13 T0.01 EXTERIOR PARKING LOT EXTERIOR 360 DEGREE

C-14 T0.01 EXTERIOR PARKING LOT EXTERIOR 360 DEGREE

C-15 T0.01 EXTERIOR ENTRANCE DRIVE EXTERIOR 5MP

NOTES:

CAMERAS LOCATED IN THE INTERVIEW ROOMS SHALL HAVE A

TAMPER RESISTANT COVER AND BE PLACED IN THE CORNER

ABOVE THE DOOR.

THE MICROPHONES IN THE INTERVIEW ROOMS SHALL BE FLUSH

MOUNT TYPE MICROPHONES.

CONTRACTOR TO PROVIDE AND INSTALL A VOIP CALL BOX TO TIE INTO THE OWNERS PHONE SYSTEM.

1.

2.

3.

GENERAL NOTES:

DOORS 135A, 135B ALONG WITH THE REX TIED TO THE

SALLYPORT GATE SHALL HAVE A 15 SECOND DELAYED EGRESS.

A.

ADDENDUM 2 3/31/2020

2

RUFUS JOHNSON ASSOCIATES architecture + planning + interiors + sustainability

1740 MEMORIAL DRIVE SUITE 2 | CLARKSVILLE TN 37043 | 931.647.6301

Page 1 of 4

ARCHITECT’S PRE-BID CONFERENCE MINUTES PROJECT: Clarksville Police Precinct District 3 DATE: 03/30/2020 LOCATION: Clarksville, Tennessee

1. It was requested that all parties sign in through the chat window, on the video conferencing program. Those

that are attending by phone only shall email the Architect at [email protected] to record their

attendance.

2. Introductions of Owner’s Representatives including Purchasing Director – Camille Thomas, City Project

Manager – David Smith, Clarksville Police Department Representatives – Deputy Chief David Crockarell and

Deputy Chief Richard Stadler, IT Department Representatives – Amie Wilson (Director), Dirk Protonentis and

Darek Manley and members of the Design Team including of Rufus Johnson Associates (Architect) – Daniel

Binkley, Rudy Johnson, Randall McAlexander, McKay Burchett Engineering (Civil) – Cal Burchett, K&S

Engineering (Structural) – Kevin Krantz, IC Thomasson Associates (MPE / Technology) - Colin Roberson, Erich

Vierkant, Sean Covell.

3. A brief project description was reviewed.

4. Location of Bid Opening was reviewed. City Hall, Thursday, April 9th @ 2:30 PM

a. Camille Thomas noted that the opening will be held by video conference. Bidders will drop their bids

off at City Hall security desk, right inside the Public Square (main) entrance, 1st floor, but will not be

able to attend the opening in person. Only City employees will be allowed to attend in person, all

others may join by video conference. Additional information will be included in the upcoming

Addendum.

5. To assure bidders receive all correspondence and revisions, Mr. Binkley recommended that all bidders

register at the following website: https://rufusjohnsonassociates.com/current-bids

a. All bid documents are shared with anyone that registers through this link.

b. Documents are also available through the plan rooms identified in SECTION 00 02 00 INVITATION TO

BID of the Project Manual.


https://rufusjohnsonassociates.com/current-bids



Page 2 of 4

6. All parties shall bid and construct the project with full set of documents. The Owner and the Architect shall

not be held responsible for insufficient bids, incomplete work or workmanship because the Bidder did not

have a complete set of Contract Documents from which to prepare the bid.

a. Site Visits are allowed at the bidder’s discretion. If assistance is needed, this may be coordinated

through the City Project Manager, David Smith. Do not block ingress/egress to the adjacent Fire

7. Questions are due by 12:00 PM on Thursday, April 2, 2020.

8. The final addendum shall be issued by 2:30 PM on Monday, April 6, 2020.

9. Camille Thomas and Daniel Binkley reviewed the Bid Submittal and Licensing requirements of SECTION 00 10

00 INSTRUCTION TO BIDDERS. Highlights included:

a. A bid bond of 5% (of the contractors bid) is required.

b. City criteria is that the lowest and best bid will be awarded.

c. The Architect reiterated some of the language from this section, Article 1.09, Fill in all blank spaces on

the Bid Form; failure to do so will be cause for rejection. No segregated bids or assignments will be

considered.

i. If contractors have questions, please contact the City Purchasing Department.

d. Under Article 1.12, DELIVERY, WITHDRAWAL AND MODIFICATION: Any bid sent by mail shall be

enclosed in another envelope clearly marked "Bid Envelope Enclosed".

e. Under Article 1. 13 LIQUIDATED DAMAGES AND TIME, liquidated damages are $500 per day and the

construction duration is 300 calendar days, as noted on the Bid Form.

f. Under Article 1.14 LAWS AND REGULATION, F. BIDDER REGISTRATION: The City will need the awarded

General Contractor to register as a Vendor. This is not required prior to award of bid.

i. The General Contractor must have all required business licenses.

ii. The City will not award a bid, contract, etc. to any vendor that is in arrears to the City on a

debt, contract, or judgment or who is otherwise in default to the City.



Page 3 of 4

g. Under Article 1. 17 EXECUTION OF THE CONTRACT, D Within 24 hours after the bid opening the

apparent successful General Contractor shall provide the Architect with the following: 00 34 11 LIST

OF PROPOSED SUBCONTRACTORS and 00 34 12 LIST OF PROPOSED MATERIALS AND EQUIPMENT.

i. The Architect reserves the right to request this from the three apparent lowest Bidders.

ii. Once submitted, the General Contractor may not change any of the proposed Subcontractors,

nor any of the Material or Equipment Suppliers listed without permission of the Architect and

Owner.

h. Camille Thomas noted that upon submission of bids, the General Contractor may not change any of

the Subcontractors listed on the Bid Envelope.

10. Alternates One and Two were reviewed.

11. The agreement forms were reviewed, all of which are AIA 2017 versions.

12. Under SECTION 01 10 10 SUMMARY OF WORK, Article MISCELLANEOUS PROVISIONS, two items were

highlighted. Smoking will not be allowed on site. Superintendent shall be on site at all times when work is

being performed.

13. SECTION 01 02 00 ALLOWANCES was reviewed; there are eight total allowances. Daniel Binkley noted that the contractor cannot provide overhead, profit or bond to any change order, for items falling within the allocated allowance dollar amounts.

a. Allowance No. 1 is for Special Testing. See Section 01 41 00 TESTING LABORATORY SERVICES for

exclusions related to Earthwork and Testing and Balancing, which are covered by the General

Contractor under the base bid.

b. Allowance No. 3 covers kitchen appliances, but does not include the Guardian III Range Suppressor,

which is covered under the base bid.

c. Allowance No. 4 is for any additional landscaping that may be requested by the owner, which is not

shown on drawing L1.00.

d. Allowance No. 7 is an owner contingency and may not be used by the General Contractor.



Page 4 of 4

e. Allowance No. 8 is conditionally available for remediation of unsuitable soils up to the $20,000 value.

The site is bid as unclassified. All remediation recommendation must come from the General

Contractor’s Geotechnical Engineer, with quantified backup documentation for approval prior work

proceeding. Any expense beyond this value will be at the General Contractor’s expense. Any work

completed without prior approval will be at the General Contractors own risk. A change order will not

be issued without prior approval.

14. Bidders are reminded of the of any special warranty requirements per the requirements of the Project

Documents.

15. A list of prior substitution requests and other questions received was reviewed by the Architect. Items

known/developed for the upcoming addendum were also reviewed in anticipation of their release.

16. Open floor for questions:

a. The proposed project schedule shall be (subject to change/modification):

i. Bid acceptance April 9, award bid.

ii. 2 weeks + for City review / contract development approval.

iii. Construction schedule of 300 calendar days after NTP is issued.

b. The General Contractor is responsible for all fees, permits.

c. The General Contractor shall be responsible for Builders Risk Insurance.

d. Spoils from excavation shall be removed to an off-site location and will be at the General Contractor’s

expense.

17. Attendance log attached (3 pages).

18. Current log of plan holders registered with Architect attached (3 pages).

This represents the writer’s understanding of what was discussed in the meeting. Issue any corrections or additions to the Architect as needed. REPORT BY: DANIEL J. BINKLEY, AIA, NCARB, LEED AP

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