Final Drawings Electrical.pdf

PDF 5 MB Posted Oct 28, 2025

Attached to: North Campus Lighting-Truck Driver Training Area and Driveway Entrance
Solicitation number: 89-20251028-CCC
Issued by: Chatham County, North Carolina

About this file

Written by GovTribe AI · Nov 3, 2025

This document is a set of mechanical and electrical engineering plans prepared by Brittain Engineering, Inc., for a 2018 Appendix B Building Code Summit project involving site lighting and electrical systems installation. The project includes comprehensive specifications for LED area lighting fixtures, power distribution systems, and electrical infrastructure throughout a facility site. The plans detail multiple lighting fixture types (designated A through I), pole mounting configurations, and electrical service requirements including panel layouts and power riser diagrams. The scope encompasses installation of approximately 16 area lighting fixtures of varying specifications, complete with foundation details, cable routing systems, and control mechanisms. The documentation includes detailed schedules specifying fixture types, mounting heights, wattage requirements, and electrical connections, along with site plan layouts indicating placement of all lighting elements around perimeter parking areas and facility grounds.

The technical specifications indicate lighting fixtures ranging from standard to specialized LED configurations with total wattage loads documented in the electrical panels and schedules. Foundation requirements, bearing plates, and material specifications are provided for pole installation in various soil conditions. The electrical systems are designed to operate through designated power panels (Panel A and Power Riser systems) with specified voltage, amperage, and breaker configurations. All construction work is indicated to comply with current building codes, and special inspection services are scheduled for structural, mechanical, and electrical components. The project appears designed for commercial or institutional facility use with emphasis on efficient LED lighting technology and standardized electrical infrastructure capable of supporting the specified illumination requirements.

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PO BOX 939

HICKORY, NC 28603

CONSULTING MECHANICAL AND ELECTRICAL ENGINEERS

BRITTAIN ENGINEERING, INC.

C O

N S

U L T

I N

E C

H A

N I C

A L

N D

L E

C T

R I C

A L

N G

I N

E E

R S

B R

I T

T A

I N

E E

R I N

I N

P O

H I C

K O

R Y

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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

AutoCAD SHX Text Energy Cost Budget

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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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AutoCAD SHX Text N/A

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AutoCAD SHX Text N/A

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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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AutoCAD SHX Text I-B

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II-B

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III-A

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III-B

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AutoCAD SHX Text V-A

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MIXED CONSTRUCTION:

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YES

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%%UTYPE

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SPRINKLERS:

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PARTIAL

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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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CLASS I

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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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FLOOD HAZARD AREA:

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YES

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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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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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AutoCAD SHX Text A2

AutoCAD SHX Text A3

AutoCAD SHX Text A4

AutoCAD SHX Text A5

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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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AutoCAD SHX Text I-2

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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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YES

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SEPARATION:

AutoCAD SHX Text N/A

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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

AutoCAD SHX Text N/A

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* INDICATE SECTION NUMBER PERMITTING REDUCTION

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EMEGENCY LIGHTING:

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YES

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EXIT SIGNS:

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YES

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FIRE ALARM:

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YES

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SMOKE DETECTION SYSTEMS:

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YES

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PANIC HARDWARE:

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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)

AutoCAD SHX Text 1,3

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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

AutoCAD SHX Text (A)

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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

AutoCAD SHX Text 1004.1.2)

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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)

AutoCAD SHX Text EXIT WIDTH (in)

AutoCAD SHX Text 2,3,4,5,6

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REQUIRED WIDTH

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(SECTION 1005.1)

AutoCAD SHX Text A/B x C

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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

AutoCAD SHX Text REGULAR w/ 5'

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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

AutoCAD SHX Text N/A

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STRUCTURAL DESIGN

AutoCAD SHX Text N/A

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TYPE VB

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STORY NO.

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DESCRIPTION

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AND USE

AutoCAD SHX Text "A"

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BLDG AREA

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PER STORY

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(ACTUAL)

AutoCAD SHX Text "B"

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TABLE 503

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AREA

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AutoCAD SHX Text "C"

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AREA FOR

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FRONTAGE

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INCREASE

AutoCAD SHX Text "D"

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AREA FOR

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SPRINKLER

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INCREASE

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AutoCAD SHX Text "E"

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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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AutoCAD SHX Text N/A

AutoCAD SHX Text >5

AutoCAD SHX Text N/A

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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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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:

AutoCAD SHX Text N/A

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AutoCAD SHX Text 21.4

AutoCAD SHX Text N/A

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AutoCAD SHX Text .15

AutoCAD SHX Text 16.1

AutoCAD SHX Text

AutoCAD SHX Text N/A

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

AutoCAD SHX Text N/A

AutoCAD SHX Text 27,000

AutoCAD SHX Text N/A

AutoCAD SHX Text >5

AutoCAD SHX Text <5

AutoCAD SHX Text

1 HR

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ARCH

AutoCAD SHX Text U419

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1 HR

AutoCAD SHX Text N/A

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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

AutoCAD SHX Text 10,700

AutoCAD SHX Text

AutoCAD SHX Text .15

AutoCAD SHX Text .2

AutoCAD SHX Text N/A

AutoCAD SHX Text 16.1

AutoCAD SHX Text

AutoCAD SHX Text 109'

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AutoCAD SHX Text N/A

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AutoCAD SHX Text N/A

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PERCENTAGE OF OPENINGS

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(TABLE 704.8)

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TOTAL BUILDING ELEVATION AREA = 3,317 SQ. FT.

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TOTAL SQUARE FOOTAGE OF OPENINGS = 366 SQ. FT.

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TOTAL = 366/3,317 = 11%%% < 15%%%

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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 N / A

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

AutoCAD SHX Text Air Space

AutoCAD SHX Text Single Ply Membrane

AutoCAD SHX Text 1/22.38= 0.04468

AutoCAD SHX Text .68

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AutoCAD SHX Text .34

AutoCAD SHX Text Horizontal-Vertical requirement

AutoCAD SHX Text Slab heated

AutoCAD SHX Text R-Value of insulation

AutoCAD SHX Text N / A

AutoCAD SHX Text (Vertical @ Perimeter)

AutoCAD SHX Text (Horizontal N/A)

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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)

AutoCAD SHX Text Interior Air Film

AutoCAD SHX Text Vapor Barrier

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AutoCAD SHX Text .24

AutoCAD SHX Text .34

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

AutoCAD SHX Text .68

AutoCAD SHX Text Openings (window or doors glazing)

AutoCAD SHX Text U-Value of total assembly

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

AutoCAD SHX Text Door R-Value

AutoCAD SHX Text Projection factor

AutoCAD SHX Text Shading coefficient

AutoCAD SHX Text U-Value of assembly

AutoCAD SHX Text R-Value of insulation

AutoCAD SHX Text Interior Air Film

AutoCAD SHX Text Low E (If required)

AutoCAD SHX Text 2" Air Space

AutoCAD SHX Text Exterior Air Film

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AutoCAD SHX Text 1 / 22.39 = 0.74

AutoCAD SHX Text "0"

AutoCAD SHX Text N / A

AutoCAD SHX Text "0"

AutoCAD SHX Text .57

AutoCAD SHX Text .68

AutoCAD SHX Text .45

AutoCAD SHX Text .34

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

AutoCAD SHX Text .54

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NORTH CAMPUS SITE LIGHTING 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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831 NORTH POST ROAD

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SHELBY, NORTH CAROLINA

AutoCAD SHX Text 28152

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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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EXISTING

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EXISTING

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EXISTING

AutoCAD SHX Text N/A

AutoCAD SHX Text 20'

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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

AutoCAD SHX Text 218400

AutoCAD SHX Text 10/24/25

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CLEVELAND COMMUNITY COLLEGE

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NORTH CAMPUS SITE LIGHTING FOR

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831 NORTH POST ROAD, SHELBY, NC 28152

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101625MW

AutoCAD SHX Text C-1

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DGR

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N S

U L T

I N

E C

H A

N I C

A L

C T

R I C

A L

N G

I N

E E

R S

B R

I T

T A

I N

E E

R I N

I N

H I C

K O

R Y

AutoCAD SHX Text See Fixture Schedule

AutoCAD SHX Text N/A

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

AutoCAD SHX Text ballast type used in the fixture

AutoCAD SHX Text number of lamps in fixture

AutoCAD SHX Text lamp type required 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 12,700/16,400

AutoCAD SHX Text Prescriptive Performance

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ASHRAE 90.1:

AutoCAD SHX Text Energy Code:

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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%%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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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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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 INDICATE THE MINIMUM QUALITY AND PERFORMANCE REQUIRED. EQUAL FIXTURES WILL BE ALLOWED ONLY UPON APPROVAL BY ENGINEER; EQUAL FIXTURES SHALL MEET THE MINIMUM QUALITY AND PERFORMANCE OF THE SPECIFIED FIXTURE. EQUAL FIXTURES BY HUBBELL, COOPER, PHILIPS OR ACUITY SHALL BE ALLOWED. ALL FIXTURES SHALL BE CLEANED ON COMPLETION OF INSTALLATION. BALLASTS AND/OR THE FIXTURE UNIT IN WHICH THEY ARE INSTALLED SHALL HAVE UL APPROVAL FOR DIRECT CONTACT MOUNTING TO COMBUSTIBLE CEILING MATERIAL. ALL FLUORESCENT FIXTURES SHALL BE SUPPLIED WITH ELECTRONIC BALLASTS AND LED FIXTURES SHALL BE SUPPLIED WITH DIMMABLE LED DRIVERS. THE FIXTURES SHALL BE COMPLETE IN ALL RESPECTS INCLUDING PLASTER RINGS WHERE REQUIRED, END PLATES AND OTHER APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION. ALL LIGHTING FIXTURES SHALL BE SECURED TO THE CEILING STRUCTURE PER THE NEC. ADDITIONAL SUPPORT WIRES (TIE WIRES) SHALL BE INSTALLED FOR EACH LAY-IN TYPE FIXTURE. THERE SHALL BE TWO STEEL WIRES OF THE SAME TYPE AS USED TO SUPPORT THE LAY-IN CEILING TRACK. ONE WIRE AT EACH OPPOSITE CORNER OF THE FIXTURE. THE WIRES SHALL BE FASTENED TO THE BUILDING STRUCTURE. FOR FIRE RATED CEILING, FIXTURE SHALL BE SUPPORTED ON ALL FOUR CORNERS AND AS PER THE CEILING DESIGN CRITERIA, TO THE BUILDING STRUCTURE.

AutoCAD SHX Text PANELBOARDS: PROVIDE PANELBOARDS RATED AND SIZED AS INDICATED IN THE SCHEDULE AND SHOWN ON THE PLANS EQUAL PROVIDE PANELBOARDS RATED AND SIZED AS INDICATED IN THE SCHEDULE AND SHOWN ON THE PLANS EQUAL TO SQUARE D COMPANY MODEL NQ FOR SERVICES UP TO 240 VOLTS; MODEL NF FOR SERVICES UP TO 480 VOLTS; AND "I-LINE" FOR POWER DISTRIBUTION PANELS. ALL PANELBOARDS SHALL BE SUPPLIED WITH A COPPER EQUIPMENT GROUNDING BUS. CONSTRUCTION FEATURES SHALL INCLUDE MINIMUM 5" WIDE GUTTERS, DEAD FRONT CONSTRUCTION, ELECTROPLATED COPPER CURRENT CARRYING PARTS; UL LISTED TERMINALS SUITABLE FOR CONDUCTORS SPECIFIED; FLUSH FRONT HINGED "DOOR IN DOOR" WITH CYLINDER TUMBLER TYPE LOCKS (ALL KEYS ALIKE); CIRCUIT DIRECTORY AND FRAME, CODE GAUGE STEEL, GALVANIZED AND BAKED ENAMEL FINISHED. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE QOB (NQ PANELBOARDS), TYPE EDB (NF PANELBOARDS), AND TYPE FA AND FH (I-LINE PANELBOARDS). BREAKERS SHALL BE TOGGLE ACTION WITH QUICK-MAKE, QUICK-BREAK MECHANISM. TRIP INDICATION SHALL BE BY BREAKER HANDLE TAKING A POSITION BETWEEN ON AND OFF. ALL MULTI-POLE BREAKERS SHALL BE COMMON TRIP WITH A SINGLE HANDLE. ACCEPTABLE MANUFACTURERS: SQUARE D, GENERAL ELECTRIC, SIEMENS, CUTLER-HAMMER

AutoCAD SHX Text SAFETY SWITCHES: SWITCHES SHALL BE EQUAL TO SQUARE D TYPE HD WITH RATINGS AND FUSING PROVISIONS AS INDICATED. SWITCHES SHALL BE EQUAL TO SQUARE D TYPE HD WITH RATINGS AND FUSING PROVISIONS AS INDICATED.

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 DRY TYPE DISTRIBUTION TRANSFORMERS: TRANSFORMERS TO BE DRY-TYPE WITH NATURAL DRAFT VENTILATION. UNITS TRANSFORMERS TO BE DRY-TYPE WITH NATURAL DRAFT VENTILATION. UNITS TO BE RATED FOR 480 VOLTS, 3 PHASE, 3 WIRE PRIMARY, AND 120/208 VOLTS, 3 PHASE, 4 WIRE SECONDARY, UNLESS OTHERWISE INDICATED. UNITS TO BE DESIGNED FOR 60 HERTZ OPERATION, WITH KVA CAPACITIES AS SHOWN ON DRAWINGS. TRANSFORMERS TO CONFORM WITH APPLICABLE NEMA AND ANSI STANDARDS, INCLUDING NEMA TP-1 ENERGY EFFICIENT STANDARDS AND BE UL LISTED. TRANSFORMERS TO HAVE CLASS H INSULATION, HIGH GRADE SILICONE STEEL CORES, AND BE RATED FOR A MAXIMUM TEMPERATURE RISE OF 115 DEGREES C. UNITS RATED 30 KVA AND LARGER TO HAVE FOUR 2 1/2% TAPS BELOW NORMAL AND TWO 2 1/2% TAPS ABOVE NORMAL. UNITS RATED LESS THAN 30 KVA TO HAVE TWO 5% TAPS BELOW NORMAL. SOUND LEVELS GENERATED BY TRANSFORMERS ARE NOT TO EXCEED THE FOLLOWING VALUES: 9 KVA AND LESS -40 DB, 10 TO 45 KVA -42 DB, 50 TO 150 KVA -45 DB.

AutoCAD SHX Text SERVICE: THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SERVICE WITH THE UTILITY COMPANY. ALL THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SERVICE WITH THE UTILITY COMPANY. ALL CHARGES ASSOCIATED WITH SERVICE SHALL BE PAID BY THE E.C. PROVIDE UTILITY REQUIRED METERING PROVISIONS. PROVIDE CT CAN OR CONCRETE PAD FOR TRANSFORMER AS REQUIRED. PROVIDE CONDUIT FOR UTILITY PRIMARY IF REQUIRED. EC SHALL WORK DIRECTLY WITH THE UTILITY AND SHALL COMPLETE AND SUBMIT ALL LOAD DATA SHEETS REQUIRED FOR SERVICE APPLICATION. WHERE A NEW SERVICE IS NOT REQUIRED, BUT LOADS ARE ADDED TO AN EXISTING SERVICE, E.C. SHALL NOTIFY UTILITY OF ADDITIONAL LOADS E.C. SHALL PROVIDE THIS INFORMATION AT BEGINNING OF PROJECT TO ALLOW TIME FOR A TRANSFORMER CHANGE OUT IF NECESSARY.

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 LIGHT 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 TESTING: CABLE INSULATION TESTING: THE CONTRACTOR SHALL MEGGER ALL BUSWAYS, CABLES AND CONTROL CABLE INSULATION TESTING: THE CONTRACTOR SHALL MEGGER ALL BUSWAYS, CABLES AND CONTROL CONNECTIONS TO PROVE INSULATION RESISTANCE IS OF ACCEPTABLE VALUE. EMERGENCY LIGHT TESTING: CONTRACTOR SHALL PERFORM A TEST ON EACH UNIT AFTER IT IS PERMANENTLY INSTALLED AND CHARGED FOR A MINIMUM OF 24 HOURS. BATTERY SHALL BE TESTED FOR 90 MINUTES AND IT SHALL MEET THE REQUIREMENTS OF NEC 700.12 (A). ANY UNIT WHICH FAILS THE TEST MUST BE REPAIRED OR REPLACED, AND TESTED AGAIN. A COPY OF THE TEST REPORT SHALL BE PRESENTED TO THE ENGINEER PRIOR TO FINAL INSPECTION. TESTING DOCUMENTATION: ALL TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE DOCUMENTATION: ALL TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE DOCUMENTATION: ALL TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE ALL TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE ALL TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE ALL TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE TESTS SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE SPECIFIED SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE SHALL BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE BE COMPLETELY DOCUMENTED AND TURNED OVER TO THE COMPLETELY DOCUMENTED AND TURNED OVER TO THE COMPLETELY DOCUMENTED AND TURNED OVER TO THE DOCUMENTED AND TURNED OVER TO THE DOCUMENTED AND TURNED OVER TO THE AND TURNED OVER TO THE AND TURNED OVER TO THE TURNED OVER TO THE TURNED OVER TO THE OVER TO THE OVER TO THE TO THE TO THE THE THE ENGINEER WHERE REQUIRED IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, WHERE REQUIRED IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, WHERE REQUIRED IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, REQUIRED IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, REQUIRED IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, IN THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, THESE SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, SPECIFICATIONS. THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, THE TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, TEST CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, CERTIFICATIONS SHALL IDENTIFY THE TEST VALUES, SHALL IDENTIFY THE TEST VALUES, SHALL IDENTIFY THE TEST VALUES, IDENTIFY THE TEST VALUES, IDENTIFY THE TEST VALUES, THE TEST VALUES, THE TEST VALUES, TEST VALUES, TEST VALUES, VALUES, VALUES, EQUIPMENT TESTED, TIME OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TESTED, TIME OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TESTED, TIME OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TIME OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TIME OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE OF DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE DAY AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE AND DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE DATE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE OF TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TESTING, TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TEMPERATURE AT TIME OF TESTING, THE NAME OF THE TEMPERATURE AT TIME OF TESTING, THE NAME OF THE AT TIME OF TESTING, THE NAME OF THE AT TIME OF TESTING, THE NAME OF THE TIME OF TESTING, THE NAME OF THE TIME OF TESTING, THE NAME OF THE OF TESTING, THE NAME OF THE OF TESTING, THE NAME OF THE TESTING, THE NAME OF THE TESTING, THE NAME OF THE THE NAME OF THE THE NAME OF THE NAME OF THE NAME OF THE OF THE OF THE THE THE ELECTRICIAN THAT CONDUCTED THE TEST, AND SIGNATURE OF PERSON RESPONSIBLE FOR THE TEST.

AutoCAD SHX Text PROJECT CLOSE-OUT: DEMONSTRATION OF COMPLETE ELECTRICAL SYSTEMS: AFTER INSTALLATION HAS BEEN COMPLETED, 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 AND 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 HAS 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 COMPLETION 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 DRAWINGS, 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.

AutoCAD SHX Text

WEATHERPROOF, GROUND FAULT, USB

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DUPLEX RECEPT , ABOVE COUNTER

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DISCONNECT SWITCH; FUSED; NONFUSED

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SINGLE POLE SWITCH , 3 WAY, 4 WAY

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ABOVE FINISHED FLOOR

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QUAD-PLEX RECEPTACLE

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GFI,

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WP,

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AFF

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JUNCTION BOX

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MOTOR TOGGLE SWITCH

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File details come from the government source that posted it. Updated Nov 3, 2025.