Cleveland Community College Main Campus Site Lighting Renovations 07 27 26.pdf

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Attached to
Main Campus Site Lighting Renovations
Solicitation number
89-20260728-CCC
Issued by
Chatham County, North Carolina

About this file

This is a building code summary and special inspection services schedule document prepared by Brittain Engineering, Inc., consulting mechanical and electrical engineers located in Hickory, North Carolina, for the Cleveland Community College Main Campus Site Lighting Renovations project. The project involves renovations to existing campus lighting and controls with the addition of new lighting systems. The document indicates that no special inspection is required for this project, though it provides a comprehensive schedule template for various inspection categories including soils verification, excavation and fill, concrete work, structural steel, masonry, welding, and other specialized inspections that would apply to different construction types. The project is classified as a renovation under the 2018 North Carolina Rehabilitation Code, with specified work areas to be delineated on submitted plans.

The document serves as a building code compliance summary for commercial projects and addresses energy requirements, thermal envelope specifications, and roof/ceiling assemblies. Design professional involvement includes electrical discipline oversight, consistent with the lighting renovation scope. The project demonstrates compliance with North Carolina building codes and rehabilitation code standards, with energy cost considerations and performance requirements noted. The document references both the 2018 International Building Code standards and North Carolina-specific rehabilitation code provisions, indicating this is a regulated commercial renovation project requiring formal design documentation and code compliance verification.

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Text version

PO BOX 939

HICKORY, NC 28603

CONSULTING MECHANICAL AND ELECTRICAL ENGINEERS

BRITTAIN ENGINEERING, INC.

C O

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ONE (1)

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BUSINESS

AutoCAD SHX Text 10,700

AutoCAD SHX Text 9,000

AutoCAD SHX Text N/A

AutoCAD SHX Text 18,000

AutoCAD SHX Text N/A

AutoCAD SHX Text 27,000

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SCHEDULE OF SPECIAL INSPECTION SERVICES

AutoCAD SHX Text No Special Inspection Required for this Project

AutoCAD SHX Text The following sheets comprise the required schedule of special inspections for this project.

AutoCAD SHX Text The construction divisions which require special inspections for this project are as follows.

AutoCAD SHX Text IT-1 Verification of Soils IT-10 Inspection of Structural Steel

AutoCAD SHX Text Fabricators

AutoCAD SHX Text IT-2 Excavation and Fill IT-11 Structural Masonry

AutoCAD SHX Text IT-3 Piling and Drilling Piers IT-12 Welding

AutoCAD SHX Text IT-4 Modular Retaining Walls IT-13 High Strength Bolts & Steel Framing Inspection

AutoCAD SHX Text IT-5 Reinforced Concrete IT-14 Sprayed Fire-Resistance Materials

AutoCAD SHX Text IT-6 Post Tension Slab IT-15 Exterior Insulation and Finish System

AutoCAD SHX Text IT-7 Pre-cast Concrete Erection IT-16 Seismic Resistance

AutoCAD SHX Text IT-8 Pre-stressed Concrete IT-17 Smoke Control

AutoCAD SHX Text IT-9 Inspection of Pre-Cast IT-18 Detention Basin

AutoCAD SHX Text Fabrication IT-19 Special Cases

AutoCAD SHX Text Check the above boxes for the special inspection required for this project and list below

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THERMAL ENVELOPE

AutoCAD SHX Text Prescriptive

AutoCAD SHX Text ROOF/CEILING ASSEMBLY (each assembly)

AutoCAD SHX Text Method of Compliance:

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ENERGY REQUIREMENTS:

AutoCAD SHX Text budget versus allowable annual energy cost budget.

AutoCAD SHX Text The following data shall be considered minimum and any special attribute required to meet the

AutoCAD SHX Text energy code shall also be provided. Each Designer shall furnish the required portions of the project

AutoCAD SHX Text information for the plan data sheet. If energy cost budget method, state the annual energy cost

AutoCAD SHX Text Performance

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2018 APPENDIX B

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BUILDING CODE SUMMARY

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FOR ALL COMMERCIAL PROJECTS

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PROJECT NAME:

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PROJECT ADDRESS:

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PROPOSED USE:

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OWNER/AUTHORIZED AGENT:

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OWNED BY:

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CODE ENFORCEMENT JURISDICTION:

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ZIP CODE:

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PHONE #:

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CITY/COUNTY

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STATE

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CITY

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STATE

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LEAD DESIGN PROFESSIONAL:

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%%UDESIGNER

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%%UFIRM

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%%UNAME

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%%ULICENSE #

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%%UTELEPHONE #

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ARCHITECTURAL:

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CIVIL:

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ELECTRICAL:

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FIRE ALARM:

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PLUMBING:

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MECHANICAL:

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SPRINKLER-STANDPIPE:

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STRUCTURAL:

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RETAINING WALLS <5'H:

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OTHER:

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PRIVATE

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2018 EDITION OF NC CODE FOR:

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NEW CONSTRUCTION

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ADDITION

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UPFIT

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EXISTING:

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RECONSTRUCTION

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ALTERATION

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REPAIR

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CONSTRUCTED

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ORIGINAL USE

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RENOVATED

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CURRENT USE

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BUILDING DATA:

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CONSTRUCTION TYPE:

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II-A

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II-B

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III-A

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III-B

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IV

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MIXED CONSTRUCTION:

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YES

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NO

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%%UTYPE

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SPRINKLERS:

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PARTIAL

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NO

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YES

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NFPA13

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NFPA13R

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NFPA13D

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STANDPIPES:

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YES

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NO

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CLASS I

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II

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III

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WET

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DRY

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FIRE DISTRICT:

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YES

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NO

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FLOOD HAZARD AREA:

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YES

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NO

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BUILDING HEIGHT:

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FEET:

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NUMBER OF STORIES:

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MEZZANINE:

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YES

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NO

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GROSS BUILDING AREA:

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FLOOR:

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EXISTING (SQ FT)

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NEW (SQ FT)

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SUB-TOTAL

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6TH FLOOR

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5TH FLOOR

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4TH FLOOR

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3RD FLOOR

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2ND FLOOR

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MEZZANINE

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UPPER FLOOR

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LOWER FLOOR

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TOTAL:

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ALLOWABLE AREA:

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PRIMARY OCCUPANCY:

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ASSEMBLY

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BUSINESS

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EDUCATIONAL

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FACTORY

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F1 MODERATE

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F2 LOW

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HAZARDOUS

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H1 DETONATE

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H2 DEFLAGRATE

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H3 COMBUST

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H4 HEALTH

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H5 HPM

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INSTITUTIONAL

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I-3 CONDITION

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MERCANTILE

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RESIDENTIAL

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STORAGE

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S1 MODERATE

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S2 LOW

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HIGH-PILED

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UTILITY & MISCELLANEOUS

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PARKING GARAGE

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OPEN

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ENCLOSED

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REPAIR GARAGE

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SECONDARY OCCUPANCY:

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S-1 (STORAGE)

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SPECIAL USES:

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SPECIAL PROVISIONS:

AutoCAD SHX Text 508.2

AutoCAD SHX Text 508.3

AutoCAD SHX Text 508.4

AutoCAD SHX Text 508.5

AutoCAD SHX Text 508.6

AutoCAD SHX Text 508.7

AutoCAD SHX Text 508.5

AutoCAD SHX Text 508.8

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MIXED OCCUPANCY:

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NO

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YES

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SEPARATION:

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EXCEPTION:

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INCIDENTAL USE SEPARATION:

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THIS USE IS NOT EXEMPT AS A NON-SEPARATED USE (SEE EXCEPTIONS)

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NON-SEPARATED USE (302.3.1)

AutoCAD SHX Text THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHT

AutoCAD SHX Text AND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING. THE MOST

AutoCAD SHX Text RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING.

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SEPARATED USE (302.3.2) - SEE BELOW FOR AREA CALCULATIONS

AutoCAD SHX Text FOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE THAT THE SUM OF THE RATIOS OF THE ACTUAL

AutoCAD SHX Text FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1.

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%%UACTUAL AREA OF OCCUPANCY "A"

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ALLOWABLE AREA OF OCCUPANCY "A"

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%%UACTUAL AREA OF OCCUPANCY "B"

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ALLOWABLE AREA OF OCCUPANCY "B"

AutoCAD SHX Text %%U<

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AutoCAD SHX Text %%U %%U + %%U %%U + =%%U %%U %%U<%%U 1.00

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FRONTAGE AREA INCREASES FROM SECTION 506.2 ARE COMPUTED THUS:

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a. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH = %%U %%U (F)

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b. TOTAL BUILDING PERIMETER = %%U %%U (P)

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c. RATIO (F/P) = %%U %%U (F/P)

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d. W = MINIMUM WIDTH OF PUBLIC WAY

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e. PERCENT OF FRONTAGE INCREASE I = 100[F/P - 0.25] x W/30 = %%U %%U (%%%)

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THE SPRINKLER INCREASE PER SECTION 506.3 IS AS FOLLOWS:

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a. MULTI-STORY BUILDING I = 200 PERCENT

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b. SINGLE STORY BUILDING I = 300 PERCENT

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UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B,F,M,S,A4 (507);

AutoCAD SHX Text GROUP A MOTION PICTURE (507.9); MALLS (402.6); AND H2 AIRCRAFT PAINT HANGERS (507.7).

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AutoCAD SHX Text MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x E (506.4).

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AutoCAD SHX Text THE MAXIMUM AREA OF PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC

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CONTROL TOWERS MUST COMPLY WITH 412.1.2.

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TYPE OF CONSTRUCTION

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BUILDING HEIGHT (FEET)

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BUILDING HEIGHT (STORIES)

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TYPE VB

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FEET 40

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ALLOWABLE

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(TABLE 503)

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INCREASE FOR SPRINKLERS

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FEET = H+20 = 60

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STORIES + 1 = 3

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SHOWN

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ON PLANS

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CODE

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REFERENCE

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FEET 35

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STORIES 3

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ALLOWABLE HEIGHT

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FIRE PROTECTION REQUIREMENTS

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LIFE SAFETY PLAN #, IF PROVIDED N/A

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BUILDING ELEMENT

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FIRE

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SEPARATION

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DISTANCE

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(FEET)

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RATING

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REQ'D

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PROVIDED

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REDUCTION

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DETAIL #

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AND

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SHEET #

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DESIGN #

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FOR

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RATED

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ASSEMBLY

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DESIGN #

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FOR

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RATED

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PENETRATION

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DESIGN #

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FOR

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RATED

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JOINTS

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STRUCTURAL FRAME, INCLUDING

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COLUMNS, GIRDERS, TRUSSES

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BEARING WALLS

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EXTERIOR

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NORTH

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EAST

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WEST

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SOUTH

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INTERIOR

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NONBEARING WALLS AND

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PARTITIONS

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EXTERIOR

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NORTH

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EAST

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WEST

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SOUTH

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INTERIOR WALLS & PARTITIONS

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FLOOR CONSTRUCTION

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INCLUDING SUPPORTING BEAMS

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AND JOISTS

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ROOF CONSTRUCTION

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INCLUDING SUPPORTING BEAMS

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AND JOISTS

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SHAFT ENCLOSURES - EXIT

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SHAFT ENCLOSURES - OTHER

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CORRIDOR SEPARATION

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OCCUPANCY SEPARATION

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PARTY/FIRE WALL SEPARATION

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SMOKE BARRIER SEPARATION

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TENANT SEPARATION

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INCIDENTAL USE SEPARATION

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* INDICATE SECTION NUMBER PERMITTING REDUCTION

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EMEGENCY LIGHTING:

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NO

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YES

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EXIT SIGNS:

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NO

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YES

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FIRE ALARM:

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NO

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YES

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SMOKE DETECTION SYSTEMS:

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NO

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YES

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PANIC HARDWARE:

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NO

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YES

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LIFE SAFETY REQUIREMENTS

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FLOOR, ROOM OR

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SPACE DESIGNATION

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MINIMUM

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NUMBER OF EXITS

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TRAVEL DISTANCE

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REQUIRED

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SHOWN

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ON PLANS

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ALLOWABLE TRAVEL

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DISTANCE

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(TABLE 1015.1)

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ARRANGEMENT MEANS OF

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EGRESS (SECTION 1014.2)

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REQUIRED

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DISTANCE

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BETWEEN

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EXIT DOORS

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ACTUAL

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DISTANCE

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SHOWN ON

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PLANS

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ACTUAL TRAVEL

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DISTANCE

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SHOWN ON PLANS

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CORRIDOR DEAD ENDS (SECTION 1016.3)

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SINGLE EXITS (TABLE 1018.2)

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COMMON PATH OF TRAVEL (SECTION 1013.3)

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EXIT WIDTH

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EXIT REQUIREMENTS

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NUMBER AND ARRANGEMENT OF EXITS

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USE GROUP OR

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SPACE DESIGNATION

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AREA

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SQ. FT.

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AREA

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PER

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OCCUPANT

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(TABLE

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CALCULATED

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OCCUPANT

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LOAD

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EGRESS WIDTH

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PER OCCUPANT

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(TABLE 1005.1)

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REQUIRED WIDTH

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(SECTION 1005.1)

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ACTUAL WIDTH

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SHOWN ON PLANS

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STAIR

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LEVEL

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STAIR

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LEVEL

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STAIR

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LEVEL

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PLUMBING FIXTURE REQUIREMENTS

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USE

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EXISTING

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NEW

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REQUIRED

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WATERCLOSETS

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URINALS

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LAVATORIES

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SHOWERS/

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DRINKING FOUNTAINS

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MALE

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FEMALE

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MALE

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FEMALE

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REGULAR

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ACCESSIBLE

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ACCESSIBLE PARKING

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LOT OR

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PARKING AREA

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ASSEMBLY

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TOTAL # OF PARKING SPACES

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# OF ACCESSIBLE SPACES PROVIDED

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TOTAL # OF

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ACCESSBILE PROVIDED

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REQUIRED

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PROVIDED

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ACCESS AISLE

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8' ACCESS AISLE

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TOTAL:

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SPECIAL APPROVALS

AutoCAD SHX Text SPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, OSC, DPI, DFS, ICC, etc., DESCRIBE BELOW)

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TUBS

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ENEGY SUMMARY

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ELECTRICAL SUMMARY

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(SEE ELECTRICAL DRAWINGS FOR BUILDING SUMMARY)

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MECHANICAL SUMMARY

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SEE TABLE 1004.1.2 TO DETERMINE WHETHER NET OR GROSS AREA IS APPLICABLE.

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SEE DEFINITION "AREA, GROSS" AND "AREA, NET" (SECTION 1002).

AutoCAD SHX Text MIN. STAIRWAY WIDTH(SECTION 1005.1);MIN. CORRIDOR WIDTH(SECTION 1016.2);MIN. DOOR WIDTH(SECTION 1018.1)

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MIN. WIDTH OF EXIT PASSAGEWAY (SECTION 1020.2)

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SEE SECTION 1004.5 FOR CONVEGING EXITS.

AutoCAD SHX Text THE LOSS OF ONE MEANS EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50%%% OF THE

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TOTAL REQUIRED (SECTION 1005.1).

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ASSEMBLY OCCUPANCIES (SECTION 1024).

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COUNTY

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STRUCTURAL DESIGN

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TYPE VB

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STORY NO.

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DESCRIPTION

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AND USE

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BLDG AREA

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PER STORY

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(ACTUAL)

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TABLE 503

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AREA

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AREA FOR

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FRONTAGE

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INCREASE

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AREA FOR

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SPRINKLER

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INCREASE

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ALLOWABLE

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AREA OR

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UNLIMITED

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AutoCAD SHX Text "F"

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MAXIMUM

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AREA OR

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UNLIMITED

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2018 N.C. REHAB CODE

AutoCAD SHX Text Work area must be delineated on the submitted plans.

AutoCAD SHX Text Information:

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RENOVATION

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ALTERATION

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REPAIR

AutoCAD SHX Text Check all that apply:

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RECONSTRUCTION

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CHANGE OF USE

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ADDITON

AutoCAD SHX Text Describe scope of work based on code sections of the rehab code

AutoCAD SHX Text Last known legal Occupancy

AutoCAD SHX Text History Property:

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YES

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NO

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ORIGINAL BUILDING CONSTRUCTION DATE

AutoCAD SHX Text Consideration for review under the Rehab Code based on code section as follows:

AutoCAD SHX Text Reviewers Notes for Field Inspector:

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AutoCAD SHX Text 21.4

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AutoCAD SHX Text .15

AutoCAD SHX Text 16.1

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AutoCAD SHX Text specific special inspections required under Chapter 17.

AutoCAD SHX Text Special Inspections Needed

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TWO (2)

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BUSINESS

AutoCAD SHX Text 10,700

AutoCAD SHX Text 9,000

AutoCAD SHX Text 18,000

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1 HR

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ARCH

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1 HR

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STORIES 2

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LOWER FLOOR PLAN

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UPPER FLOOR PLAN

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LOWER FLOOR PLAN

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UPPER FLOOR PLAN

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AutoCAD SHX Text 16.1

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AutoCAD SHX Text 109'

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PERCENTAGE OF OPENINGS

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(TABLE 704.8)

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TOTAL BUILDING ELEVATION AREA = N/A

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TOTAL SQUARE FOOTAGE OF OPENINGS = N/A

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TOTAL = N/A

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NORTH ELEVATION

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(SEE STRUCTURAL DRAWINGS FOR BUILDING SUMMARY)

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AutoCAD SHX Text R-Value of Insulation

AutoCAD SHX Text WALLS BELOW GRADE (each assembly)

AutoCAD SHX Text WALLS ADJACENT TO UNCONDITIONED SPACE (each assembly)

AutoCAD SHX Text Openings (windows or doors glazing)

AutoCAD SHX Text Low E required (if applicable)

AutoCAD SHX Text total sq ft of skylights in each assembly

AutoCAD SHX Text Skylights in each assembly

AutoCAD SHX Text U-Value of assembly

AutoCAD SHX Text Door R-Value

AutoCAD SHX Text U-Value of skylight

AutoCAD SHX Text (Veritcal N / A )

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AutoCAD SHX Text .49

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AutoCAD SHX Text U-Value of total assembly

AutoCAD SHX Text Suspended Ceiling

AutoCAD SHX Text Interior Air Film

AutoCAD SHX Text Rigid Insulation

AutoCAD SHX Text Exterior Air Film

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AutoCAD SHX Text Single Ply Membrane

AutoCAD SHX Text 1/22.38= 0.04468

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AutoCAD SHX Text Horizontal-Vertical requirement

AutoCAD SHX Text Slab heated

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AutoCAD SHX Text (Vertical @ Perimeter)

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FLOORS SLAB ON GRADE

AutoCAD SHX Text Concrete block

AutoCAD SHX Text Rigid Perimeter (2"x24")

AutoCAD SHX Text U-Value of total assembly

AutoCAD SHX Text FLOORS OVER UNCONDITIONED SPACE (each assembly)

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AutoCAD SHX Text Vapor Barrier

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AutoCAD SHX Text .24

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AutoCAD SHX Text .68

AutoCAD SHX Text 1 / 1.26 = 0.793

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NONE

AutoCAD SHX Text 5/8" Fire Code Gypsum Board

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AutoCAD SHX Text Openings (window or doors glazing)

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AutoCAD SHX Text EXTERIOR WALLS (4" brick and metal studs)

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AutoCAD SHX Text Projection factor

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AutoCAD SHX Text 1 / 22.39 = 0.74

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AutoCAD SHX Text Face Brick

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AutoCAD SHX Text 6" batt insulation

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AutoCAD SHX Text 1/2" exterior sheathing

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MAIN CAMPUS SITE LIGHTING RENOVATIONS FOR CLEVELAND COMMUNITY COLLEGE

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DONALD R. BRITTAIN, P.E.

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BRITTAIN ENGINEERING, INC.

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DONALD R. BRITTAIN

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(828) 328-1813

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137 SOUTH POST ROAD

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SHELBY, NORTH CAROLINA

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JEFF LEDFORD

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BUSINESS

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(704) 669-4268

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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DWN BY:

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JOB NO.

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SHEET

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SCALE:

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DATE:

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AS SHOWN

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AutoCAD SHX Text 07/27/26

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CLEVELAND COMMUNITY COLLEGE

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MAIN CAMPUS SITE LIGHTING RENOVATIONS FOR

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137 SOUTH POST ROAD, SHELBY, NC 28152

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061626MW

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AutoCAD SHX Text See Fixture Schedule

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METHOD OF COMPLIANCE:

AutoCAD SHX Text total wattage per fixture

AutoCAD SHX Text Prescriptive Performance

AutoCAD SHX Text number of ballasts in fixture

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AutoCAD SHX Text number of lamps in fixture

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ELECTRICAL SYSTEM AND EQUIPMENT

AutoCAD SHX Text total exterior wattage specified vs allowed

AutoCAD SHX Text total interior wattage specified vs allowed

AutoCAD SHX Text Lighting schedule

AutoCAD SHX Text 13,982 / 33,128

AutoCAD SHX Text Prescriptive Performance

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ASHRAE 90.1:

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AutoCAD SHX Text Additional Prescriptive Compliance

AutoCAD SHX Text C406.2 More Efficient Mechanical Equipment

AutoCAD SHX Text C406.3 Reduced Lighting Power Density

AutoCAD SHX Text C406.4 Enhanced Lighting Controls

AutoCAD SHX Text C406.5 On-Site Supply of Renewable Energy

AutoCAD SHX Text C406.6 Dedicated Outdoor Air System

AutoCAD SHX Text C406.7 High-Efficiency Service Water Heating

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LIGHT FIXTURES - AS NOTED ON FIXTURE SCHEDULE.

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WALL SWITCHES - 4'-0" OR TO NEAREST MASONRY COURSE JOINT.

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RECEPTACLES - 1'-6" OR TO NEAREST MASONRY COURSE JOINT.

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%%UDETAILED ELECTRICAL SPECIFICATIONS

AutoCAD SHX Text SCOPE: FURNISH ALL MATERIALS, LABOR, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY TO INSTALL COMPLETE FURNISH ALL MATERIALS, LABOR, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY TO INSTALL COMPLETE ELECTRICAL POWER AND LIGHTING SYSTEM IN THE BUILDING AS FURTHER DESCRIBED ON THE ELECTRICAL CONTRACT DRAWINGS.

AutoCAD SHX Text SUPPLY ALL MATERIALS, FITTINGS AND HARDWARE NECESSARY FOR COMPLETE OPERATING SYSTEMS WITHIN THE OBVIOUS INTENT OF THE DRAWINGS. NO ATTEMPT HAS BEEN MADE TO DETAIL OR LIST EACH AND EVERY ITEM OF MATERIAL. THE ELECTRICAL CONTRACTOR IS CAUTIONED TO READ THE ENTIRE PROJECT DRAWINGS AND SPECIFICATIONS TO ASSURE HIMSELF OF A THOROUGH KNOWLEDGE OF BUILDING CONSTRUCTION, STRUCTURAL RESTRICTIONS TO ELECTRICAL CONTRACT WORK AND TO ASSURE THAT NO REFERENCE ANYWHERE IN THE PROJECT DRAWINGS AND SPECIFICATIONS TO WORK BY THE ELECTRICAL CONTRACTOR IS OVERLOOKED.

AutoCAD SHX Text CODES, PERMITS AND INSPECTIONS: THE LATEST EDITION OF THE STATE OF NORTH CAROLINA BUILDING CODE THE LATEST EDITION OF THE STATE OF NORTH CAROLINA BUILDING CODE WHICH INCLUDES THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE IS HEREBY MADE A PART OF THIS SPECIFICATION. CODE REQUIREMENTS SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS WHERE THE CODE REQUIREMENTS EXCEED THAT OF THE SPECIFICATIONS. HOWEVER, THE SPECIFICATIONS SHALL BE FOLLOWED WHERE THEY EXCEED CODE REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, OBTAIN THE SERVICES OF THE LOCAL ELECTRICAL INSPECTOR TO MAKE ALL REQUIRED DURING CONSTRUCTION AND COMPLETED ELECTRICAL SYSTEM INSPECTIONS.

AutoCAD SHX Text MATERIALS AND WORKMANSHIP: ALL MATERIAL BUILT INTO THIS PROJECT SHALL BE NEW OF EQUIVALENT OR BETTER ALL MATERIAL BUILT INTO THIS PROJECT SHALL BE NEW OF EQUIVALENT OR BETTER QUALITY THAN THAT SPECIFIED. SPECIFIC NAMES AND CATALOG NUMBERS USED HEREIN ARE TO ESTABLISH THE ITEM FUNCTION, ARRANGEMENT AND QUALITY REQUIRED AND IS IN NO WAY TO RESTRICT COMPETITION. ALL MATERIALS SHALL BE UL APPROVED/LABELED AND/OR BE APPROVED BY A THIRD PARTY TESTING AGENCY IN THE STATE OF NORTH CAROLINA FOR THE PARTICULAR APPLICATION AS USED ON THIS PROJECT.

AutoCAD SHX Text CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER (#10 AWG AND SMALLER SHALL BE SOLID, AND #8 AWG AND LARGER : ALL CONDUCTORS SHALL BE COPPER (#10 AWG AND SMALLER SHALL BE SOLID, AND #8 AWG AND LARGER STRANDED) WITH THHN/THWN INSULATION, INSTALLED IN CONDUIT. CONDUCTORS SHALL BE #12 AWG MINIMUM EXCEPT WITHIN LIGHT FIXTURES, LOW VOLTAGE CONTROLS OR COMMUNICATION/FIRE ALARM EQUIPMENT. CONDUCTOR COLOR CODE SHALL CONFORM TO THE NEC. CONDUCTORS SHALL BE CONTINUOUS FROM TERMINAL TO TERMINAL OR PULL BOX TO PULL BOX. JOINTS SHALL BE MADE WITH IDEAL "WIRENUTS." WIRING TERMINATIONS FOR ALL ELECTRICAL EQUIPMENT SHALL BE TESTED AND APPROVED FOR USE WITH 75°C RATED CONDUCTORS.

AutoCAD SHX Text RACEWAYS: RACEWAYS SHALL BE UL APPROVED RIGID GALVANIZED STEEL WITH THREADED JOINTS OR METALLIC RACEWAYS SHALL BE UL APPROVED RIGID GALVANIZED STEEL WITH THREADED JOINTS OR METALLIC TUBING (EMT) WITH THREADED STEEL HEXAGONAL COMPRESSION FITTINGS - NEITHER INDENTOR TYPE OR DIE METAL FITTING WILL BE ACCEPTED. CONDUIT UNDER THE FLOOR SLAB AND UNDER GROUND OUTSIDE THE BUILDING MAY BE PVC. FITTINGS IN EMT SHALL BE WEATHER TIGHT (THOMAS AND BETTS SERIES #5123 WITH NYLON INSULATED THROATS), BENDS SHALL BE FACTORY FABRICATED OR MADE "COLD" WITH BENDING TOOL, FREE OF KINKS OR RESTRICTIONS. NO SINGLE BEND SHALL BE IN EXCESS OF 90 DEGREES. THERE SHALL BE NO MORE THAN THE EQUIVALENT OF THREE (3) 90 DEGREE BENDS IN A GIVEN RACEWAY FROM PULL BOX TO PULL BOX. RIGID RACEWAY THREADS SHALL BE CUT STRAIGHT AND TRUE - PIPE ENDS SHALL BE REAMED AND SMOOTHED INSIDE AND OUT. SUPPORT 1-1/2 INCH AND LARGER CONDUIT 10 FEET O/C OR LESS, AND 1 INCH AND SMALLER 6 FEET O/C MAXIMUM. RACEWAYS SHALL BE SUPPORTED DIRECTLY FROM BUILDING STRUCTURE WITH BOLTS, SCREWS, STRAPS, HANGER RODS AND BRACKETS. ALL METALLIC HARDWARE SHALL BE GALVANIZED OR CADMIUM PLATED. NAILS, WIRE AND/OR PERFORATED STRAPS WILL NOT BE ACCEPTED. USE THREADED LOCKNUTS OUTSIDE AND THREADED LOCKNUT AND BUSHING INSIDE ALL RACEWAY CONNECTIONS TO BOXES, DEVICES, PANELS AND GUTTERS. USE NON-METALLIC BUSHINGS ON ALL 1-1/4 INCH AND LARGER CONDUIT. EXPOSED CONDUIT SHALL BE RUN STRAIGHT AND TRUE PARALLEL AND PERPENDICULAR TO PRIMARY BUILDING LINES.

AutoCAD SHX Text BOXES AND DEVICES: ALL BOXES, PANELS AND EQUIPMENT SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING ALL BOXES, PANELS AND EQUIPMENT SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND SHALL NOT DEPEND ON THE FEEDER RACEWAYS FOR SUPPORT. ALL ITEMS SHALL BE CAREFULLY ALIGNED SO THAT COVERS WILL FINISH FLUSH AND STRAIGHT. ALL UNUSED KNOCKOUTS SHALL BE CLOSED WITH BLANKING DEVICES. BOXES IN CONCRETE OR MASONRY SHALL BE 3-1/2 INCH DEEP (MINIMUM) SQUARE 16 GAUGE GALVANIZED STEEL - STEEL CITY SERIES GW. BOXES INSTALLED IN WOOD PARTITIONS SHALL BE STEEL CITY 3-1/2 INCH DEEP GANGABLE SQUARE CORNER TYPE. SURFACE MOUNTED BOXES SHALL BE STEEL CITY #52151 AND/OR #52171 OR EQUAL. RECEPTACLES SHALL BE PASS & SEYMOUR 5362 SERIES OR EQUAL. SWITCHES SHALL BE PASS & SEYMOUR CBS20AC SERIES OR EQUAL. COVER PLATES SHALL BE STAINLESS STEEL (COORDINATE W/ OWNER). PULL BOXES SHALL BE 14 GAUGE GALVANIZED STEEL WITH BLANK COVER SIZED AS REQUIRED BY NATIONAL ELECTRICAL CODE. LOCATE DEVICES AND EQUIPMENT ABOVE FINISHED FLOOR AS FOLLOWS UNLESS OTHERWISE SPECIFICALLY NOTED ON PLANS:

AutoCAD SHX Text GROUNDING: THE ELECTRICAL SYSTEM AND ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE ELECTRICAL SYSTEM AND ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. GREEN EQUIPMENT GROUND WIRE SHALL BE INSTALLED WITH ALL FEEDERS AND BRANCH CIRCUITS AND IT SHALL BE SIZED PER NEC 250.122. WHERE ONLY ONE GROUND ROD IS DRIVEN AS ALLOWED BY THE EXCEPTION IN NEC ARTICLE 250.53(A)(2), THE CONTRACTOR SHALL SUBMIT A TESTING REPORT SHOWING THE ROD PROVIDES A RESISTANCE OF 25 OHMS OR LESS TO THE ENGINEER.

AutoCAD SHX Text LIGHTING FIXTURES: LIGHTING FIXTURES AND LAMPS SHALL BE PROVIDED AND INSTALLED AS PER SCHEDULE. CATALOG LIGHTING FIXTURES AND LAMPS SHALL BE PROVIDED AND INSTALLED AS PER SCHEDULE. CATALOG NUMBERS GIVEN IN THE FIXTURE SCHEDULE ARE THOSE OF CAMPUS WIDE SELECTED FIXTURE (CAMPUS STANDARD) AND SHALL BE WHAT IS SUPPLIED AND INSTALLED. ALL NEW SITE LIGHTING POLES SHALL BE UL LISTED. ALL FIXTURES SHALL BE CLEANED ON COMPLETION OF INSTALLATION. ALL LED FIXTURES SHALL BE SUPPLIED WITH LED DRIVERS. THE FIXTURES SHALL BE COMPLETE IN ALL RESPECTS INCLUDING MOUNTING BRACKETS, PHOTOCELLS, CUTOFF SHEILDS, AND OTHER APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION.

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PANELBOARDS: ALL PANELBOARDS ARE EXISTING. ALL PANELBOARDS ARE EXISTING.

AutoCAD SHX Text IDENTIFICATION AND NAMEPLATES: PROVIDE ENGRAVED, LAMINATED BAKELITE (WHITE LETTERS ON BLACK SURFACE) PROVIDE ENGRAVED, LAMINATED BAKELITE (WHITE LETTERS ON BLACK SURFACE) NAMEPLATES SCREWED TO EACH PIECE OF ELECTRICAL DISTRIBUTION EQUIPMENT AS FOLLOWS:

AutoCAD SHX Text A. PANELBOARDS, SWITCHBOARDS - DESIGNATION L1, P1, ETC.,VOLTAGE, PHASE NUMBER OF WIRES, ETC.; WORDING EXAMPLE: PANEL L1-208V-3 PHASE, 4 WIRE.

AutoCAD SHX Text B. MOTOR STARTERS, DISCONNECT SWITCHES - UNLESS MOUNTED DIRECTLY ON OR ADJACENT TO IDENTIFY EQUIPMENT: WORDING EXAMPLE: EXHAUST FAN 1, MAKE-UP AIR UNIT.

AutoCAD SHX Text PROVIDE TYPED DIRECTORIES FOR PANELBOARD BRANCH CIRCUIT IDENTIFICATION. IDENTIFY EACH CIRCUIT BREAKER AS TO THE EXACT ROOM NUMBERS OR AREA SERVED AND THE TYPE OF CIRCUIT, I.E. "ROOMS 101-104 LIGHTS" OR "CAFETERIA EXHAUST FAN". PROVIDE ALL ADDITIONAL LABELING AS REQUIRED BY NEC ARTICLES 110.16 (ARC FLASH HAZARD) & 110.24 (AVAILABLE FAULT CURRENT).

AutoCAD SHX Text EQUIPMENT CONNECTIONS: THIS CONTRACTOR SHALL BRING ALL REQUIRED ELECTRICAL SERVICE TO ALL EQUIPMENT ITEMS THIS CONTRACTOR SHALL BRING ALL REQUIRED ELECTRICAL SERVICE TO ALL EQUIPMENT ITEMS FURNISHED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS OR BY THE OWNER, MAKE FINAL CONNECTIONS, AND LEAVE EQUIPMENT READY FOR OPERATION. THIS CONTRACTOR SHALL COORDINATE WITH ANY AFFECTED TRADE TO ASSURE CORRECT OPERATION OF THE EQUIPMENT ITEM.

AutoCAD SHX Text CONTROL AND INTERLOCK WIRING: EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS, ALL CONTROL AND EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS, ALL CONTROL AND INTERLOCK WIRING SHALL BE PERFORMED BY THE RESPECTIVE CONTRACTORS. THE ELECTRICAL SUBCONTRACTOR SHALL INSTALL ALL STARTERS, PILOT SWITCHES, CONTROL DEVICES AND MISCELLANEOUS ITEMS OF ELECTRICAL EQUIPMENT FURNISHED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS THAT ARE NOT INTEGRALLY MOUNTED WITH THEIR ASSOCIATED EQUIPMENT.

AutoCAD SHX Text VIBRATION ISOLATION AND SEISMIC RESTRAINT: ALL EQUIPMENT AND CONDUIT FURNISHED AND INSTALLED UNDER THIS ALL EQUIPMENT AND CONDUIT FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE SEISMICALLY RESTRAINED BY CHAPTER 16 OF THE INTERNATIONAL BUILDING CODE, VOL. 1 - GENERAL CONSTRUCTION.

AutoCAD SHX Text SUBMITTALS: SHOP DRAWING SUBMITTALS WILL BE REQUIRED FOR THIS PROJECT. SUBMIT ELECTRONIC COPIES OF ALL SHOP DRAWING SUBMITTALS WILL BE REQUIRED FOR THIS PROJECT. SUBMIT ELECTRONIC COPIES OF ALL LIGHT FIXTURES AND MAJOR SPECIFIED EQUIPMENT TO THE ENGINEER FOR APPROVAL. THE ELECTRICAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS AND MAKE CORRECTIONS AS REQUIRED PRIOR TO SUBMITTING TO ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL ALSO AFFIX HIS STAMP TO THE SUBMITTALS INDICATING THAT HIS REVIEW HAS BEEN COMPLETED. IT IS UNDERSTOOD THAT PROOF OF EQUALITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUPPLIER AND THAT IT IS NOT THE RESPONSIBILITY OF THE ENGINEER TO PROVE THE INEQUALITY OF THE PROPOSED SUBSTITUTIONS. FURTHERMORE THE DECISION OF THE ENGINEER IS FINAL. SHOULD ANY SUBSTITUTE ITEMS BE SUBMITTED AND DISAPPROVED, THEN THOSE ITEMS MUST BE FURNISHED EXACTLY AS DESCRIBED HEREIN. THE ENGINEER'S REVIEW OF SHOP DRAWINGS AND/OR SUBMITTAL DATA SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DRAWINGS OR SPECIFICATIONS.

AutoCAD SHX Text PROJECT CLOSE-OUT: DEMONSTRATION OF COMPLETE ELECTRICAL SYSTEMS: AFTER INSTALLATION HAS BEEN DEMONSTRATION OF COMPLETE ELECTRICAL SYSTEMS: AFTER INSTALLATION HAS BEEN COMPLETED, EQUIPMENT HAS BEEN TESTED, SYSTEMS PLACED IN PERMANENT OPERATION, AND ALL ADJUSTMENTS MADE, THIS CONTRACTOR SHALL DEMONSTRATE THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT HE HAS INSTALLED TO THE OWNER'S REPRESENTATIVE.

AutoCAD SHX Text OPERATING AND MAINTENANCE MANUALS: THIS CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF OPERATION THIS CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF OPERATION AND MAINTENANCE MANUALS FOR THE EQUIPMENT HE HAS PROVIDED AND INSTALLED ON THE PROJECT. THE FIRST PAGE OF THE MANUALS SHALL IDENTIFY PROJECT AND GIVE NAME, ADDRESS AND PHONE NUMBER OF ARCHITECT, ENGINEER, MECHANICAL AND ELECTRICAL SUB-CONTRACTORS AND ANY SERVICE COMPANIES INVOLVED AND GIVE NAME AND NIGHT PHONE NUMBERS OF EACH PARTY REPRESENTING THE ELECTRICAL CONTRACTOR RESPONSIBLE FOR SERVICE DURING WARRANTY PERIOD.

AutoCAD SHX Text WARRANTIES / GUARANTEE: THIS CONTRACTOR SHALL DELIVER TO THE OWNER ALL WARRANTIES FOR EQUIPMENT HE THIS CONTRACTOR SHALL DELIVER TO THE OWNER ALL WARRANTIES FOR EQUIPMENT HE HAS PURCHASED AND INSTALLED. THIS CONTRACTOR SHALL ALSO GUARANTEE THAT ALL WORK PERFORMED AND/OR MATERIALS INSTALLED UNDER HIS CONTRACT IS OF THE QUALITY THAT COMPLIES WITH ALL SPECIFIC REQUIREMENTS OF THE PROJECT DOCUMENTS AND INSURES THE OWNER AGAINST ALL DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE.

AutoCAD SHX Text FINAL CLEAN UP: DURING CONSTRUCTION THIS CONTRACTOR SHALL KEEP THE SITE CLEAR OF DEBRIS AND UPON DURING CONSTRUCTION THIS CONTRACTOR SHALL KEEP THE SITE CLEAR OF DEBRIS AND UPON COMPLETION OF CONSTRUCTION HE SHALL CLEAN UP THE PREMISES AND REMOVE ALL EVIDENCE OF HIS WORK. RECORD DRAWINGS: AT THE END OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT ONE SET OF THE ELECTRICAL AT THE END OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT ONE SET OF THE ELECTRICAL DRAWINGS, UPDATED TO REFLECT CHANGES THAT HAVE TAKEN PLACE DURING THE CONSTRUCTION PERIOD, TO THE OWNER FOR THEIR USE. THE CORRECTED PLANS SHALL INDICATE ALL CHANGES AND DEVIATIONS FROM THE ORIGINAL CONTRACT DOCUMENTS.

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ELECTRICAL LEGEND

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CONDUIT UNDERFLOOR OR UNDERGROUND

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SINGLE POLE SWITCH , 3 WAY, 4 WAY

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DISCONNECT SWITCH; FUSED; NONFUSED

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TICKMARKS: NEUTRAL,PHASE,GND.

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PILOT LIGHT , DIMMER

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QUAD-PLEX RECEPTACLE

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ABOVE FINISHED FLOOR

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DUPLEX RECEPT , ABOVE COUNTER

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WEATHERPROOF , GROUND FAULT

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WP ,

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AFF

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GFI

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POWER PANEL

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MOTOR

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LIGHT FIXTURE

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FUSE PER NAMEPLATE

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EXISTING OR BY OTHERS

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MOTOR TOGGLE SWITCH

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JUNCTION BOX

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FPN

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ARROW INDICATES HOMERUN,

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CONDUIT

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SYMBOL

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DESCRIPTION

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%%UNOTES:

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MANUFACTURER

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CATALOG NO.

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LIGHTING FIXTURE SCHEDULE

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TYPE

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MARK

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MOUNTING

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WATTS

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QTY/TYPE

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BALLAST

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LAMPS

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QTY/TYPE

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VOLTAGE

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TOTAL

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REMARKS

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OA1

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OB1

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OC1

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OD1

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OD2

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OF1

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SITE LIGHTING

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AREA LIGHTING

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SITE LIGHTING

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SITE LIGHTING

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AREA LIGHTING

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WALL PACK

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30' POLE W/ CONCRETE BASE

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12' POLE W/ CONCRETE BASE

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BOLLARD 42"

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EXISTING 30' ROUND POLE

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SURFACE

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EXISTING 30' ROUND POLE

AutoCAD SHX Text LITHONIA RSX2 LED P6 50K R4 XVOLT RPA DDBXD POLE: LITHONIA RTS 6-6B UL DDBXD POLE

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LITHONIA RADPT LED P4 50K SYM MVOLT PT4 PAO POLE: LITHONIA RSS 12 48 PT DDBXD

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LED DRIVER

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LED DRIVER

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LED DRIVER

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LED DRIVER

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LED DRIVER

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LED DRIVER

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LITHONIA RSX2 LED P6 50K R4 MVOLT DDBXD

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LITHONIA RSX2 LED P6 50K R3 MVOLT DDBXD

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LITHONIA DSXB LED 12C 530 50K ASY MVOLT DDBXD

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LITHONIA DSXW1 LED P7 50K 80CRI T4M MVOLT XXX DDBXD

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LED 11,600 LUMEN 5,000K 70CRI

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LED 30,633 LUMEN 5,000K 70CRI

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LED 30,267 LUMEN 5,000K 70CRI

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LED 1,859 LUMEN 5,000K 70CRI

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LED 30,267 LUMEN 5,000K 70CRI

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LED 10,529 LUMEN 5,000K 80CRI

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XVOLT 277-480V

AutoCAD SHX Text 30' ROUND STEEL TAPERED POLE. POLE TO BE UL LISTED. DARK BRONZE POLE & FIXTURE. TYPE 4 DISTRIBUTION PATTERN. EC TO CONFIRM VOLTAGE WHERE CONNECTING TO EXISTING CIRCUITS PRIOR TO RELEASING. NO SUBSTITUTIONS, FIXTURE IS A CAMPUS WIDE STANDARD.

AutoCAD SHX Text 12' STRAIGHT ROUND DARK BRONZE STEEL POLE. POLE TO BE (UL LISTED). BRONZE POLE & HEAD. TYPE 5 DISTRIBUTION PATTERN. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY. ADJUSTABLE LUMEN OUTPUT, SET TO PERFORMANCE PACKAGE P4.

AutoCAD SHX Text DARK BRONZE. TYPE 3 DISTRIBUTION PATTERN. PROVIDE MOUNTING HARDWARE AS REQUIRED. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY. NO SUBSTITUTIONS, FIXTURE IS A CAMPUS WIDE STANDARD.

AutoCAD SHX Text DARK BRONZE. TYPE 4 DISTRIBUTION PATTERN. PROVIDE MOUNTING HARDWARE AS REQUIRED. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY. NO SUBSTITUTIONS, FIXTURE IS A CAMPUS WIDE STANDARD.

AutoCAD SHX Text DARK BRONZE. TYPE 4 DISTRIBUTION PATTERN. PROVIDE MOUNTING HARDWARE AND/OR BACKBOX AS REQUIRED. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY.

AutoCAD SHX Text DARK BRONZE. ASYMMETRIC DISTRIBUTION PATTERN. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY.

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OF2

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WALL PACK

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SURFACE

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LED DRIVER

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LITHONIA DSXW2 LED P7 50K 80CRI T3M MVOLT XXX DDBXD

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LED 30,633 LUMEN 5,000K 70CRI

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AutoCAD SHX Text DARK BRONZE. TYPE 3 DISTRIBUTION. PROVIDE MOUNTING HARDWARE AS REQUIRED. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY.

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MVOLT 120-277V

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MVOLT 120-277V

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MVOLT 120-277V

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MVOLT 120-277V

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MVOLT 120-277V

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OD5

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SITE LIGHTING

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EXISTING 30' ROUND POLE

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LED DRIVER

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LITHONIA RSX2 LED P4 50K R3 MVOLT DDBXD

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LED 25,000 LUMEN 5,000K 70CRI

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AutoCAD SHX Text DARK BRONZE. TYPE 3 WIDE DISTRIBUTION. PROVIDE MOUNTING HARDWARE AS REQUIRED. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY. NO SUBSTITUTIONS, FIXTURE IS A CAMPUS WIDE STANDARD.

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MVOLT 120-277V

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OA2

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SITE LIGHTING

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EXISTING 30' ROUND POLE

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LITHONIA RSX2 LED P6 50K R3 MVOLT DDBXD

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LED DRIVER

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LED 30,633 LUMEN 5,000K 70CRI

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XVOLT 277-480V

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XVOLT 277-480V

AutoCAD SHX Text GENERAL NOTES: COORDINATE FINAL LOCATION OF ALL NEW LIGHTING POLES IN FIELD WITH OWNER. UNLESS NOTED OTHERWISE, ALL UNDERGROUND RACEWAY SHALL BE " MINIMUM. 34" MINIMUM. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES LOCATED. COORDINATE WITH OWNER FOR PRIVATE UTILITIES. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY IN THE AREA OF WORK. CONES, SAFETY TAPE, SIGNAGE, BARRICADES, ETC SHALL BE USED TO KEEP THE PUBLIC OUT OF THE CONSTRUCTION AREA(S). THIS SHALL BE COORDINATED WITH THE OWNER. ALL AFTER HOURS WORK SHALL BE COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL DIRECTIONAL BORE FOR FOR INSTALLATION OF NEW UNDERGROUND RACEWAY AND CONDUCTORS. OPEN TRENCHES AND EXCAVATION SHALL BE KEPT TO A MINIMUM. WHERE OPEN TRENCHES AND EXCAVATION IS REQUIRED, IT SHALL BE APPROVED BY THE OWNER. WHERE IT IS REQUIRED, THE CONTACTOR SHALL BE RESPONSIBLE FOR BACKFILLING SETTLED TRENCHES, HOLE, ETC. FOR A PERIOD OF 12 MONTHS AFTER FINAL INSPECTION AND PROJECT ACCEPTANCE BY THE OWNER. AT ANY PLACE THE EXISTING GRASS, MULCH, GROUND COVERING, ETC IS DISTURBED BY THE INSTALLATION OF RACEWAYS, ADDITION OF NEW AND REMOVAL OF EXISTING POLE BASES, CONSTRUCTION EQUIPMENT, INSTALLATION OF HANDHOLE ENCLOSURES, ETC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-SOWING GRASS AND REPLACING GROUND COVERINGS AS REQUIRED TO RETURN THE AREA TO ITS ORIGINAL CONDITIONS. ALL NEW LIGHTING SHALL BE CONNECTED TO EXISTING OUTDOOR LIGHTING CIRCUITS AS SHOWN ON THE DRAWINGS. BASED ON THE OWNERS RESEARCH, THE EXISTING CIRCUITS SHOULD HAVE ADEQUATE CAPACITY TO SERVE NEW LIGHTING SHOWN, HOWEVER, THE CONTRACTOR SHALL VERIFY THIS INFORMATION AND IF THE CIRCUIT IS NOT CAPABLE OF CARING THE NEW LOAD, HE SHALL CONTACT THE OWNER AND THE ENGINEER FOR DIRECTION ON HOW TO PROCEED. UNLESS INDICATED OTHERWISE, ALL EXISTING OUTDOOR LIGHTING CONTROLS ARE EXISTING. REFER TO ADD ALTERNATE #3 FOR REVISIONS TO THE CONTROLS. ALL EXISTING EQUIPMENT/MATERIALS BEING REMOVED SHALL BE DISPOSED OF PROPERLY. WHERE OUTDOOR IN-GROUND JUNCTION BOXES ARE REQUIRED, THEY SHALL BE AN IN-GRADE HANDHOLE ENCLOSURES SIZED PER NEC 314.28, 314.30 & 312.6(A). THE UNIT SHALL BE AN OPEN BOTTOM UNIT AND HAVE A HEAVY DUTY, BOLT-ON, GASKETED LID. SUPPLY UNIT WITH ALL COMPONENTS AND EXTENSIONS AS REQUIRED. THE UNIT SHALL BE A QUAZITE UNIT, OR EQUAL, RATED FOR THE APPLICATION. REFER ALSO TO "IN-GRADE HANDHOLE ENCLOSURE DETAIL".

AutoCAD SHX Text %%U*** FIXTURES SPECIFIED ABOVE ARE CAMPUS WIDE STANDARD FIXTURES AND SHALL BE WHAT IS SUPPLIED AND INSTALLED. ***

AutoCAD SHX Text DARK BRONZE. TYPE 3 DISTRIBUTION PATTERN. PROVIDE MOUNTING HARDWARE AS REQUIRED. EC TO CONFIRM VOLTAGE PRIOR TO RELEASING WHERE CONNECTING TO EXISTING CIRCUITRY. NO SUBSTITUTIONS, FIXTURE IS A CAMPUS WIDE STANDARD.

AutoCAD SHX Text PROJECT ALTERNATES: ADD ALTERNATE #1: THE CONTRACTOR SHALL PROVIDE A COST FOR ALL WORK SHOWN WITHIN THE BOXED AREA ON THE DEMOLITION AND RENOVATED LIGHTING PLANS. ADD ALTERNATE #2: THE CONTRACTOR SHALL PROVIDE A COST TO PROVIDE AN INTEGRAL BI-LEVEL MOTION/AMBIENT SENSOR (LITHONIA CAT #NLTAIR2 PIRHN) FOR FIXTURE TYPES OA1, OD1, OD2 & OD5 UNLESS NOTED OTHERWISE ON THE RENOVATED LIGHTING PLAN. ADD ALTERNATE #3: THE CONTRACTOR SHALL PROVIDE A COST FOR THE REMOVAL OF THE EXISTING LIGHTING CONTROLS (TIME CLOCKS, LIGHTING CONTACTOR AND PHOTOCELLS) CURRENTLY CONTROLLING THE OUTDOOR LIGHTING IN LOCATIONS SHOWN ON THE RENOVATED LIGHTING PLAN. THE EQUIPMENT SHALL BE REPLACED WITH A HINGED, INDOOR ENCLOSURE WITH MOUNTING PLATE AND REPLAYS FOR CONTROL OF ALL OUTDOOR LIGHTING CIRCUITS SERVED FROM THAT LOCATION. THE RELAY(S) SHALL BE A 20A, RIB RELAY RATED FOR 120V, 277V OR 480V (AS REQUIRED) WITH A 24V COIL. THE CONTRACTOR SHALL ALSO INCLUDE IN THIS ALTERNATE THE COST FOR THE LOW VOLTAGE CONNECTIONS AND PROGRAMMING OF THE OWNERS BUILDING AUTOMATION SYSTEM (BAS) FOR CONTROL. THE OWNERS BUILDING AUTOMATION SYSTEM IS A TRANE SYSTEM. THE OWNERS TRANE REPRESENTATIVE IS TORI JOHNSON AND SHE CAN BE REACHED AT 704-472-4068 FOR PRICING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING EACH LOCATION TO DETERMINE THE EXACT EXTENT OF WORK.

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