abc commission warehouse electrical improvements · 2020-01-27 · 2020 yonkers road fax tel (919)...

9
LOCATION MAP N N VICINITY MAP C D B A 1 2 3 4 5 G001 COVER SHEET ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS JOB ORDER # 4059 SCO ID # 19-21377-01A 400 EAST TRYON ROAD RALEIGH, NORTH CAROLINA 27610 ARCHITECT/ENGINEERS OF RECORD ELECTRICAL WILLIAM STEVENS (919) 324-1258 [email protected] ARCHITECT JOHN BIGGS (919) 324-1263 [email protected] DRAWING INDEX REV. GENERAL G001 COVER SHEET G002 BUILDING DATA ELECTRICAL E001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS & SYMBOL LEGEND E101 PARTIAL FLOOR PLAN E102 PARTIAL FLOOR PAN E401 FLOOR PLAN & DISTRIBUTION RISER DIAGRAM E501 DETAILS E502 DETAILS E601 SCHEDULES JO4059-G001 JB JB JB # PAGE N # #### ROOM NAME PAGE # A 1111A SYMBOLS LEGEND ELEVATION SYMBOL SECTION SYMBOL NORTH ARROW ROOM NAME AND NUMBER ELEVATION MARKER KEYED NOTE MARKER REVISION MARKER WINDOW TYPE DOOR NUMBER WHERE THE ELEVATION IS LOCATED WHERE THE SECTION IS LOCATED 1234567 A PARTITION TYPE 1 2 3 4 ROOM FINISH INDICATOR 13895 OF RALEIGH, N.C. 27699-4216 PUBLIC SAFETY 4216 MSC 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH 01/22/2020 NO DATE REVISION CADD DWG NO: JOB ORDER NO: CHECKED BY: PLOT DATE: DESIGNED BY: DRAWN BY: 4059 C D B A 1 2 3 4 5 CENTRAL ENGINEERING Plan Design Construct SCO ID # 19-21377-01A 1/24/2020 ISSUED FOR CONSTRUCTION ABC COMMISSION WAREHOUSE BUILDING 400 EAST TRYON ROAD RALEIGH, NORTH CAROLINA 27610 POWER IMPROVEMENTS

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Page 1: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

LOCATION MAPNN

VICINITY MAP

CD

BA

1 2 3 4 5G001

COVER SHEET

ABC COMMISSION WAREHOUSEELECTRICAL IMPROVEMENTS

JOB ORDER # 4059

SCO ID # 19-21377-01A

400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

ARCHITECT/ENGINEERS OF RECORD

ELECTRICAL WILLIAM STEVENS (919) 324-1258

[email protected]

ARCHITECTJOHN BIGGS (919) 324-1263

[email protected]

DRAWING INDEX

REV. GENERAL

G001 COVER SHEET

G002 BUILDING DATA

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS & SYMBOL LEGEND

E101 PARTIAL FLOOR PLAN

E102 PARTIAL FLOOR PAN

E401 FLOOR PLAN & DISTRIBUTION RISER DIAGRAM

E501 DETAILS

E502 DETAILS

E601 SCHEDULES

JO4059-G001

JB

JB

JB

#

PAGE

N

#

####ROOM NAME

PAGE#

A

1111A

SYMBOLS LEGEND

ELEVATION SYMBOL

SECTION SYMBOL

NORTH ARROW

ROOM NAME AND NUMBER

ELEVATION MARKER

KEYED NOTE MARKER

REVISION MARKER

WINDOW TYPE

DOOR NUMBER

WHERE THEELEVATION IS

LOCATED

WHERE THESECTION IS

LOCATED

1234567

A PARTITION TYPE

1

2

3

4 ROOM FINISH INDICATOR

13895

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

AutoCAD SHX Text
MOORE
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HOKE
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LEE
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HARNETT
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WAKE
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ORANGE
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ALAMANCE
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CASWELL
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GRANVILLE
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DURHAM
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PERSON
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EDGECOMBE
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GREENE
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LENOIR
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DUPLIN
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WILSON
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WAYNE
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CRAVEN
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JONES
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PITT
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MARTIN
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HALIFAX
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NASH
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WARREN
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NORTHAMPTON
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BERTIE
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TYRRELL
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WASHINGTON
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HYDE
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DARE
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CURRITUCK
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PASQUOTANK
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PERQUIMANS
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CHOWAN
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GATES
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CAMDEN
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ROCKINGHAM
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RICHMOND
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RANDOLPH
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MONTGOMERY
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GUILFORD
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MADISON
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TRANSYLVANIA
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CHEROKEE
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SWAIN
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MACON
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CLAY
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GRAHAM
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JACKSON
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HAYWOOD
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ALEXANDER
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CATAWBA
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LINCOLN
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GASTON
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McDOWELL
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RUTHERFORD
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POLK
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HENDERSON
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BUNCOMBE
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CLEVELAND
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BURKE
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AVERY
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MITCHELL
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YANCEY
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WATAUGA
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CALDWELL
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ASHE
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DAVIE
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CABARRUS
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ROWAN
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UNION
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MECKLENBURG
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IREDELL
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ANSON
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STANLY
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DAVIDSON
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WILKES
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YADKIN
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SURRY
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ALLEGHANY
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FORSYTH
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STOKES
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ONSLOW
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CARTERET
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BRUNSWICK
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ROBESON
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SCOTLAND
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COLUMBUS
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BLADEN
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NEW HANOVER
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PENDER
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BEAUFORT
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HERTFORD
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PAMLICO
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VANCE
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JOHNSTON
AutoCAD SHX Text
FRANKLIN
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SAMPSON
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CHATHAM
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CUMBERLAND
Page 2: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

Name of Project: _______________________________________________________________________

Address: _______________________________________________________ Zip Code _____________

Owner/Authorized Agent: _____________ Phone # _____________

Owned By: City/County

Code Enforcement Jurisdiction: City____________

Private

County_________

E-Mail ________________________

State

State

CONTACT: ___________________________________________________________________________

DESIGNER FIRM

Architectural

Civil

Electrical

Fire Alarm

Plumbing

Mechanical

NAME LICENSE # TELEPHONE # E-MAIL

___________________ ____________ _________ ____________ _________________

___________________ ____________ _________ ____________ _________________

___________________ ____________ _________ ____________ _________________

___________________ ____________ _________ ____________ _________________

___________________ ____________ _________ ____________ _________________

___________________ ____________ _________ ____________ _________________

Sprinkler-Standpipe ________________ ____________ _________ ____________ _________________

Structural ___________________ ____________ _________ ____________ _________________

___________________ ____________ _________ ____________ _________________

New Building

Addition

Shell/Core 1st Time Interior Completions

2018 NC EXISTING BUILDING CODE:

(check all that apply)

CONSTRUCTED: (date) __________

(date) __________RENOVATED:

BASIC BUILDING DATA

Construction Type:

(check all that apply)

Sprinklers:

Standpipes:

No

Primary Fire District:

FLOOR

3rd Floor

2nd Floor

Mezzanine

1st Floor

Basement

TOTAL

Historic Property

Change of Use

Retaining Walls >5' High ____________ ____________ _________ ____________ _________________

Other

(“Other” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

2018 NC BUILDING CODE:

Prescriptive

Repair

Chapter 14

Phased Construction – Shell Core

Alteration Level I

Alteration Level II

Alteration Level III

CURRENT OCCUPANCY(S) (Ch. 3): _________________

PROPOSED OCCUPANCY(S) (Ch. 3): _______________

OCCUPANCY CATEGORY (Table 1604.5): Current: __________

I-A

I-B

Partial

No Class

No

Special Inspections Required:

I

Yes

No

EXISTING (SQ FT)

II-A

II-B

NFPA 13

II

Yes

GROSS BUILDING AREA TABLE

NEW (SQ FT)SUB-TOTAL

III-A

III-B

NFPA 13R

III Wet Dry

Flood Hazard Area: No Yes

Proposed: __________

IV

NFPA 13D

V-A

V-B

ALLOWABLE AREA

Primary Occupancy Classification(s):

Assembly A-1

Business

Educational

Factory

Hazardous

Institutional

I-1 Condition

I-2 Condition

I-3 Condition

Mercantile

Residential

Storage

R-1

S-1 Moderate

Parking Garage

Utility and Miscellaneous

Accessory Occupancy Classification(s):

Incidental Uses (Table 509):

This separation is not exempt as a Non-Separated Use (see exceptions).

Special Uses (Chapter 4 – List Code Sections):

Special Provisions: (Chapter 5 – List Code Sections):

Mixed Occupancy:

Allowable Area of Occupancy A

+

STORY

NO.

DESCRIPTION AND

USE

(A)

BLDG AREA PER

STORY (ACTUAL)

Separation: Exception: ___________________

Select one

Actual Area of Occupancy A + Actual Area of Occupancy B

Allowable Area of Occupancy B

_____________________ + …… = ___________

(B)

TABLE 506.24

AREA

(C)

AREA FOR FRONTAGE

INCREASE1,5

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED2,3

< 1.00

< 1

F-1 Moderate

H-1 Detonate

I-1

1

1

1

2

2

2

A-2

F-2 Low

H-2 Deflagrate

I-2

3

R-2

Open

4

H-3 Combust

I-3

5

R-3

S-2 Low

Enclosed

R-4

High-piled

Repair Garage

H-4 Health

I-4

H-5 HPM

A-3 A-4 A-5

1 Frontage area increases from Section 506.2 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)

b. Total Building Perimeter = ________ (P)

c. Ratio (F/P) = ___________ (F/P)

d. W = Minimum width of public way = ________ (W)

2 Unlimited area applicable under conditions of Section 507.

3 Maximum Building Area = total number of stories in the building x D (maximum3 stories) (506.2).

4 The maximum area of open parking garages must comply with Table 406.5.4. The maximum area of air

traffic control towers must comply with Table 412.3.1.

5 Frontage increase is based on the unsprinklered area value in Table 506.2.

ALLOWABLE HEIGHT

ALLOWABLE

Building Height in Feet (Table 504.3)

Building Height in Stories (Table 504.4)

1 Provide code reference if the “Shown on Plans” quantity is not based on Table 504.3 or 504.4.

FIRE PROTECTION REQUIREMENTS

BUILDING ELEMENT

FIRE

SEPARATION

DISTANCE

(FEET)

Structural Frame,

including columns, girders,

trusses

Bearing Walls

Exterior

North

East

West

South

Interior

Nonbearing Walls and

Partitions

Exterior walls

North

East

West

South

Interior walls and partitions

Floor Construction

Including supporting beams

and joists

Floor Ceiling Assembly

Columns Supporting Floors

Roof Construction, including

supporting beams and joists

Roof Ceiling Assembly

Columns Supporting Roof

Shaft Enclosures - Exit

Shaft Enclosures - Other

Corridor Separation

Occupancy/Fire Barrier Separation

Party/Fire Wall Separation

Smoke Barrier Separation

Smoke Partition

Tenant/Dwelling Unit/

Sleeping Unit Separation

Incidental Use Separation

* Indicate section number permitting reduction

REQ'D

RATING

PROVIDED

(W/_________*

REDUCTION)

DETAIL #

AND

SHEET #

DESIGN #

FOR

RATED

ASSEMBLY

SHEET # FOR

RATED

PENETRATION

SHEET #

FOR

RATED

JOINTS

SHOWN ON PLANS CODE REFERENCE

PERCENTAGE OF WALL OPENING CALCULATIONS

FIRE SEPARATION DISTANCE

(FEET) FROM PROPERTY LINES

DEGREE OF OPENINGS

PROTECTION

(TABLE 705.8)

ALLOWABLE AREA

(%)

ACTUAL SHOWN ON PLANS

(%)

LIFE SAFETY SYSTEM REQUIREMENTS

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

Yes

Yes

Yes

Yes

Yes

No

No

No

No

No

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #: _____________________

Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations (if not on the site plan)

Exterior wall opening area with respect to distance to assumed property lines (705.8)

Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)

Occupant loads for each area

Exit access travel distances (1017)

Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)

Actual occupant load for each exit door

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for

purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)

Note any code exceptions or table notes that may have been utilized regarding the items above

ACCESSIBLE DWELLING UNITS

(SECTION 1107)

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE UNITS

PROVIDED

ACCESSIBLE PARKING

(SECTION 1106)

LOT OR PARKING

AREA

TOTAL # OF PARKING SPACES

REQUIRED

PROVIDED REGULAR WITH

5' ACCESS AISLE

# OF ACCESSIBLE SPACES PROVIDED

VAN SPACES WITH

132” ACCESS

AISLE

8' ACCESS

AISLE

TOTAL #

ACCESSIBLE

PROVIDED

TOTAL

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

USE

SPACE EXIST’G

NEW

REQ’D

WATERCLOSETS

MALE FEMALE UNISEX

URINALS LAVATORIES

MALE FEMALE UNISEX

SHOWERS

/ TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPECIAL APPROVALS

Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)

_____________________________________________________________________________________

_____________________________________________________________________________________

ENERGY SUMMARY

ENERGY REQUIREMENTS:

Existing building envelope complies with code: .

Exempt Building: . Provide code or statutory reference:

Climate Zone: .

Method of Compliance: .

(If “Other” specify source here) .

THERMAL ENVELOPE (Prescriptive method only)

Roof/ceiling Assembly (each assembly)

Description of assembly: .

U-Value of total assembly: .

R-Value of insulation: .

______________________________

___________

___________

Skylights in each assembly: ___________

U-Value of skylight: ___________

total square footage of skylights in each assembly: .

Exterior Walls (each assembly)

Description of assembly: .

U-Value of total assembly: .

R-Value of insulation: .

___________

______________________________

___________

___________

Openings (windows or doors with glazing)

U-Value of assembly: .

Door R-Values: .

Walls below grade (each assembly)

Description of assembly: .

U-Value of total assembly: .

R-Value of insulation: .

___________

Solar heat gain coefficient: ___________

projection factor: .___________

___________

______________________________

___________

___________

Floors over unconditioned space (each assembly)

Description of assembly: .

U-Value of total assembly: .

R-Value of insulation: .

Floors slab on grade

Description of assembly: .

U-Value of total assembly: .

R-Value of insulation: .

______________________________

___________

___________

______________________________

___________

___________

Horizontal/vertical requirement: ___________

slab heated: .___________

.

.

.

.

The following data shall be considered minimum and any special attribute required to meet the energy code

shall also be provided. Each Designer shall furnish the required portions of the project information for the

plan data sheet. If performance method, state the annual energy cost for the standard reference design vs

annual energy cost for the proposed design.

ABC COMMISSION WAREHOUSE POWER IMPROVEMENTS

400 EAST TRYON ROAD, RALEIGH, NC 28347

[email protected]

. .

NCDPS

.

NCDPS

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

13895

.

041481

.

.

.

.

.

.

[email protected]

.

[email protected]

.

.

.

.

.

.

324-1263

.

324-1282

.

.

.

.

.

.

1983

N/A

H-3

H-3

IIII

. . .

. . .

. . .

200,000 0 200,000

. . .

200,000 0 200,000

OFFICE/ADMIN AREAS

.

.

.

. . .

. . .

1

.

.

.

WAREHOUSE

.

.

.

200,000

.

.

.

14,000

.

.

.

10,500

.

.

.

24,500

.

.

.

1800 LF

1800 LF

1

30 FT

55 FT

2 STORIES

22 FT AT EAVES

1 STORY

.

.

.

.

.

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JOHN BIGGS

WILLIAM STEVENS

N/A - ALTERATION LEVEL 2

NO CHANGE TO FIRE PROT REQMTS

N/A - ALTERATION LEVEL 2

NO CHANGE TO LIFE SAFETY

SYSTEM REQUIREMENTS

N/A - ALTERATION LEVEL 2

NO CHANGE TO LIFE SAFETY

PLAN REQUIREMENTS

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

N/A - ALTERATION LEVEL 2

. . . ..

CD

BA

1 2 3 4 5

BUILDING DATA

G002

JB

JB

JB

13895

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

JO4059-G001

Page 3: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

HEAT DETECTOR, 135° UON

GC

UON UNLESS OTHERWISE NOTED

GENERAL CONTRACTOR

HP

HZHTRHRHPF

HIDHHHOAGRSGEC

TRANSFORMER

WATTS,WIREVOLT AMPHERE(S)

UNINTERRUPTABLE POWER SUPPLY

GROUNDING ELECTRODE CONDUCTOR

HORSEPOWERHIGH POWER FACTOR

HERTZHEATERHOUR

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTOMATICGALVANIZED RIGID STEEL

HANDHOLE

XFMR

WVAVUPS

VOLTS

G,GND

EX, (E), EXIST

AWG

FTFLUORFLRFLAFIXTFACUF°

EWC

ENGEMTELECECDWGDNDISCDEGDC

ARCH

C/B

CUCTCKT

CC°BLDGBFGBFC

ATS

ALAICAFGAFF

AASD

UNDERWRITERS LABORATORIES

TO BE DETERMINEDSWITCHGEARSWITCHBOARD

SQUARE FEETSERVICE ENTRANCERECEPTACLE(S)POLYVINYL CHLORIDEPANELBOARD

ON CENTERNOT TO SCALENORMALLY OPEN

NATIONAL ELECTRICAL CODENORMALLY CLOSEDNON APPLICABLEMANUAL TRANSFER SWITCHMOUNTED

ØPH, PHASE

FIRE ALARM CONTROL UNIT (PANEL)

FLUORESCENT

GROUNDFEET

FLOORFULL LOAD AMPS

FAHRENHEIGHT

FIXTURE

EXISTING

SWGRSWBD

UL

TBD

SW SWITCH

RECEPT(S)

SFSE

PVCPNL

ELECTRICAL METALLIC TUBING

ELECTRIC WATER COOLER

ELECTRIC/ELECTRICAL

ENGINEER

ELECTRICAL CONTRACTOR

DISCONNECT

DIRECT CURRENT

DRAWINGDOWN

DEGREES

NO

POCNTS

POLE

N/A

NECNC

MTSMTD

MISCELLANEOUSMANHOLEMANUFACTUREDMECHANICALMECHANICAL CONTRACTORLIGHTINGLIGHT(S)LIGHT EMITTING DIODEKILOWATT HOUR(S)KILOWATT(S)KILOVOLT AMPHERE(S)KILOVOLT(S)THOUSAND CIRCULAR MILS(KILO) THOUSANDJUNCTION BOXINCANDESCENTINTERMEDIATE METAL CONDUIT

KW

ARCHITECTAUTOMATIC TRANSFER SWITCH

CIRCUIT BREAKER

CURRENT TRANSFORMERCOPPER

CIRCUIT

CELSIUS

BELOW FINISHED GRADEBELOW FINISHED CEILING

CONDUIT

BUILDING

MISC

MECH

MHMFG

LT(S)

KWH

MCLTG

LED

AMPERES INTERRUPTING CAPACITYABOVE FINISHED GRADEABOVE FINISHED FLOOR

AMERICAN WIRE GUAGE

ALUMINUM

AMPEREADJUSTABLE SPEED DRIVE

KCMIL

INCAND

KVAKV

KJB

IMC

SMOKE DETECTOR

PAGING SPEAKER, MOUNTING HEIGHTS AS PER PLANS

A. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND LISTED FOR THE APPLICATION.THIRD PARTY AGENCIES SHALL BE AMONGST THOSE ACCREDITED BY THE NORTHCAROLINA BUILDING CODE (NCBCC) TO LABEL ELECTRICAL AND MECHANICALEQUIPMENT.

B. ALL CONDUCTORS SHALL BE MINIMALLY SIZED PER THE 75 DEGREE CELSIUS TABLES INTHE NEC. ADJUST TO THE HIGHER RATING WHERE RECOMMENDED BY EQUIPMENTMANUFACTURER.

C. ALL CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS. MINIMUM CONDUITSIZE SHALL BE 3/4 INCH.

D. SIZE ALL CONDUITS AND RACEWAYS PER THE THHN/THWN INSULATION TABLES IN THENEC. RESIZE CONDUITS WHERE THICKER CONDUCTOR INSULATION IS USED.

E. PROVIDE AN NEC SIZED GROUND WIRE IN ALL POWER CIRCUITS.

F. ALL ITEMS USED AS SERVICE ENTRACE EQUIPMENT SHALL BE LISTED AND LABELEDFOR THAT PURPOSE.

G. THE STATE CONSTRUCTION OFFICE (SCO) IS THE AUTHORITY HAVING JURISDICTIONFOR THE ELECTRICAL INSPECTIONS ON THIS PROJECT. NOTIFY THE STATE PROPERTYELECTRICAL INSPECTORS IN THE CONSTRUCTION ADMINISTRATION SECTION OF THESCO TO SCHEDULE THE REQUIRED ROUGH-IN, ABOVE CEILING AND FINALINSPECTIONS. NO WORK IS TO BE COVERED UP UNTIL AFTER THE INSPECTION HASBEEN COMPLETED AND APPROVED BY AN AUTHORIZED SCO INSPECTOR. ALLELECTRICAL INSPECTIONS WITH THE SCO ELECTRICAL INSPECTOR SHALL BESCHEDULED FOR MONDAY THROUGH FRIDAY UNLESS SPECIFICALLY EXEMPTED ANDAPPROVED BY SCO.

H. POWER PHASE CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS:

120/240 VOLT 208/120 VOLT 480/277 VOLT1 PHASE SYSTEMS 3 PHASE SYSTEM 3 PHASE SYSTEM

PHASE A BLACK BLACK BROWNPHASE B RED RED ORANGEPHASE C N/A BLUE YELLOWNEUTRAL WHITE WHITE GREY

I. INSTALL DETECTABLE WARNING TAPE 6" BELOW GRADE FOR ALL UNDERGROUNDCONDUIT.

4" - 12"

CEILING

NEVER HERE

ACCEPTED HERE

WALL MOUNTEDSMOKE / HEATDETECTOR

CEILINGMOUNTEDSMOKE /HEATDETECTOR

FIRE

FOR CEILINGHEIGHTS LESS THAN

86", THE VISUALLENS MOUNTINGHEIGHT SHALL BEWITHIN 6" OF THE

CEILINGAUDIBLE /VISUAL ANDVISUAL ONLYDEVICES

96" MAXNFPA)

80" (ADA)80" MIN (NFPA)

REF. 80" MIN (IBC)REF. 96" MAX (IBC)

FINISHEDFLOOR

FIRE

48" MAX (ADA)

FINISHEDWALL

TO EXIT DOOR5'-0" MAX

MANUALPULLSTATION

MAGNETICDOORHOLDER

DOORWIDTHLESS 3"

6"

NOTE:MEASUREMENTSSHOWN ARE TOTHE CLOSESTEDGE OF THEDETECTOR.

3' -0" MINWEATHERPROOFWP

DEVICE WITH THIS SUBSCRIPT INDICATES WIRE GUARDWG

FIRE ALARM AUDIO/VISUAL UNIT, SUBSCRIPTINDICATES CANDELA RATING

FIRE ALARM VISUAL ONLY UNIT, SUBSCRIPTINDICATES CANDELA RATING

FIRE ALARM MANUAL PULL STATION

FIRE ALARM CONTROL UNIT (PANEL)

FIRE ALARM ANNUNCIATOR PANEL

DUCT DETECTOR

FLOW SWITCH

TAMPER SWITCH

REMOTE ALARM INDICATOR LIGHT WITH KEYEDTEST SWITCH

DOOR HOLDER

EVENT PRINTER

VOICE/DATA OUTLET, SUBSCRIPT INDICATES CONFIGURATION

LIGHT LINEWEIGHT INDICATES EXISTING UON

ON DEMOLITION PLANS, HEAVY DASHED LINEWEIGHTINDICATES EXISTING TO BE REMOVED UON

HEAVY SOLID LINEWEIGHT INDICATES NEW TO BEPROVIDED UON

DRAWING NOTE

A

a

INDICATESFIXTURE TYPE

INDICATES SWITCHINGDESIGNATION

12

INDICATES CIRCUIT

CEILING MOUNTED LUMINAIRE

WALL OR CEILING MOUNTED LINEAR LUMINAIRE

EMERGENCY LUMINAIRE

ROUND, CEILING MOUNTED LUMINAIRE, SIZE AS SHOW ON PLANSAND AS SCHEDULED

TRACK LIGHTING, PROVIDE NUMBER OF LIGHTING HEADS ASINDICATED

EXIT LIGHT, BATTERY POWERED, UON. SHADED QUADRANTSINDICATE FACES. CONNECT TO LOCAL LIGHTING CIRCUIT AHEADOF SWITCHING. ARROWS INDICATE DIRECTION ARROWS.

EMERGENCY BATTERY LUMINAIRE, WALL MOUNTED, 90MINUTES BATTERY POWERED. CONNECT TO LOCAL LIGHTINGCIRCUIT AHEAD OF SWITCHING/CONTROLS UON.

POLE-MOUNTED SITE LUMINAIRE

REMOTE MOUNTED EMERGENCY LIGHTING HEADS

ENCLOSED CIRCUIT BREAKER DISCONNECT SWITCH,CURRENT RATING/FUSE SIZE

PANELBOARD (PANEL)

COMBINATION STARTER

UTILITY POLE

JUNCTION BOX

DUPLEX RECEPTACLE, NEMA 5-20R

DUPLEX RECEPTACLE, NEMA 5-20RSUBSCRIPT INDICATES SECURITY WALL PLATE

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R

FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE. NEMA 5-20R,WITH COMMUNICATION/DATA CAPABILITY

SPECIAL PURPOSE RECEPTACLE, FOR ELECTRICAL EQUIPMENT.REFER TO PLANS FOR NEMA CONFIGURATION.

FACTORY WIRED PLUGMOLD

LUMINAIRE SYMBOLS: REFER TO LUMINAIRE SCHEDULE FOR ADDITIONALREQUIREMENTS. LETTER DESIGNATES TYPE.

CADWELD CONNECTION

GROUND TEST WELL

AIR TERMINAL, 1/2" DIAMETER, 12" LONG, ALUMINUM, TAPERED POINT

DOWN CONDUCTOR, CLASS I, COPPER, 29 STRAND, 17 GUAGE, COPPER WIRE

GROUND PIGTAIL

LIGHTNING CONDUCTOR CONNECTION

TRIP ELEMENTS - ELECTRONIC TRIP UNITL - LONG TIMES - SHORT TIME

I - INSTANTANEOUSG - GROUND FAULT

G

TRANSIENT VOLTAGE SURGE SUPPRESSOR

CHANGE IN ELEVATION, LIGHTNING CONDUCTOR

HOMERUN - NUMBER OF ARROWS EQUALS NUMBEROF INDIVIDUAL CIRCUITS. PROVIDE 20-1P BREAKERWITH 2-#12,1-#12G EACH IN 3/4"C TO PANEL ASINDICATED MINIMUM, UON

SINGLE-POLE WALL SWITCH

3-WAY WALL SWITCH

4-WAY WALL SWITCH

DIMMER SWITCH, TYPE SHALL MATCH LUMINAIRES BEINGCONTROLLED

SINGLE-POLE WALL SWITCH WITH PILOT LIGHT (LIT WHENIN THE ON POSITION)

SINGLE-POLE MOTOR RATED SWITCH. A "2"SUBSCRIPT INDICATES A 2-POLE SWITCH.

WALL SWITCH, SUBSCRIPT INDICATESASSOCIATED LUMINAIRES BEING CONTROLLED.PROVIDE A SEPARATE SWITCH FOR EACHSUBSCRIPT LETTER INDICATED.

PHOTOCELL

GROUND BAR

GROUND LOOP

GROUND ROD, 10' LONG, 3/4" DIAMETER

4" MIN.

A/CSUPPLY

ORRETURN

DIFFUSER

48"42" MIN / 54"MAX (NFPA)

LIGHTSWITCH

18"UON

RECEPTACLE

MAXIMUM CODEALLOWED HEIGHT6'-7" HIGHESTSWITCH ORBREAKER

SAFETY SWITCH,STARTER ORCIRCUITBREAKER

SCALE: NONE

TYPICAL EQUIPMENT AND WIRING DEVICE MOUNTING HEIGHTSA1

E002

800A LSIG CIRCUIT BREAKER WITH ASSOCIATED AMPACITY ANDFEATURES

DUPLEX RECEPTACLE, NEMA 5-20RSUBSCRIPT INDICATES THE FOLLOWING:

S SECURITY WALL PLATEGFI GROUND FAULT CIRCUIT INTERRUPTERWP GROUND FAULT CIRCUIT INTERRUPTER

WITH WEATHERPROOF COVERPED GROUND FAULT CIRCUIT INTERRUPTER MOUNTED

IN WEATHER-PROOF POWER PEDESTALH HOSPITAL GRADEEWC ELECTRIC WATER COOLER. WIRE TO GFCI

BREAKERIG ISOLATED GROUNDAC ABOVE COUNTER

WALL MOUNTED SCONCE TYPE LUMINAIRE

INDICATES DISTRIBUTION EQUIPMENTFAULT CURRENT RATING

INDICATES FAULT CURRENTAVAILABLE AT THE EQUIPMENT

ER EXISTING TO BE RELOCATED

NIGHT LIGHTNL

DISCONNECT SWITCH - HEAVY DUTY, UNFUSEDWITH CURRENT RATING

AUTOMATIC TRANSFER SWITCH - BYPASS ISOLATION TYPE

GROUND

PANELBOARD - WITH MAIN LUGS ONLY

PANELBOARD - WITH MAIN CIRCUIT BREAKER

TRANSFORMER

AUTOMATIC TRANSFER SWITCH

28,269A

42,000A

ADJUSTABLE SPEED DRIVE (VFD)

ENCLOSED CIRCUIT BREAKER

FUSED SAFETY SWITCH

3'-8"MAX.

ABOVECOUNTERDEVICE

EXIT

6'-3"

EXIT SIGN PREFERREDLOCATION IS ABOVETHE DOOR, ALTERNATELOCATION AS SHOWN

ELECTRICAL SYMBOLS LEGEND

ELECTRICAL DIAGRAM SYMBOLS LEGEND

ELECTRICAL DRAWING PRESENTATION

COMMUNICATIONS SYMBOLS LEGEND

GENERAL ELECTRICAL NOTES: ABBREVIATIONSFIRE ALARM SYMBOLS LEGEND

S

GFI

A

B

D

F

X1

EMB-1

ER

30A

30A/20A

3

4

J

ASD

D

P

M

a,b

PC

TVSS

E N

L

E L N

S

H

F

15CD

F

15CD

F

RAIL

FACU

FAA

DD

DH

TS

FS

PRINTER

SP

a

1

HANDHOLEHH

UNDERGROUNDUG

ELECTRICAL GENERALNOTES, ABBREVIATIONS &

SYMBOL LEGEND

E001

JO4059-E001SYMBOLS LIST

WWS

WWS

WWS

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

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041481
Page 4: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

PANEL 'PP-7'

MOUNT AT 48" AFF(TYPICAL)

PROPOSED ROUTING,SAWCUT/TRENCH ASREQUIRED. REPAIR TOMATCH EXISTINGCONDITIONS

T

PANEL 'PP-8'

T

MA

TC

HLI

NE

MA

TC

HLI

NE

T

16 17 18 4 5 6 7 8 9 11

10,11,12,PP-8

7,8,9,PP-8

4,5,6,PP-8

1,2,3,PP-8

1

2

3

4

56

7

8

9

10

1112

15

14

13

1

2

3

4

5

6

7

8

9

10

11

12

13

14

POWER PEDESTAL WITHWPGFI DUPLEXRECEPTACLE (TYPICAL)

1

6#4,3#8G, 2"C (SIZEDTO ACCOMMODATEVOLTAGE DROP)

6#6,3#10G,2"C (SIZEDTO ACCOMMODATEVOLTAGE DROP)

C3

E501HOMERUN CIRCUITS ASNOTED IN THIS AREA TOPANEL 'PP-7' UNLESSNOTED OTHERWISE

HOMERUN CIRCUITS ASNOTED IN THIS AREA TOPANEL 'PP-8' UNLESSNOTED OTHERWISE

10

HO

ME

RU

N C

IRC

UIT

S A

SN

OT

ED

IN T

HIS

AR

EA

TO

PA

NE

L 'P

P-8

' UN

LES

SN

OT

ED

OT

HE

RW

ISE

HO

ME

RU

N C

IRC

UIT

S A

SN

OT

ED

IN T

HIS

AR

EA

TO

PA

NE

L 'P

P-9

' UN

LES

SN

OT

ED

OT

HE

RW

ISE

6#4,3#8G, 2"C (SIZEDTO ACCOMMODATEVOLTAGE DROP)

6#4,3#8G, 2"C (SIZEDTO ACCOMMODATEVOLTAGE DROP)

2

REFER TO BRANCH CIRCUITVOLTAGE DROP TABLE FORADDITIONAL WIRINGREQUIREMENTS (TYPICAL)

REFER TO BRANCH CIRCUITVOLTAGE DROP TABLE FORADDITIONAL WIRINGREQUIREMENTS (TYPICAL)

MOUNT AT 48" AFF(TYPICAL)

HH3

C4

E501

4321

B

A

C

D

E

F

G

H

(TYPICAL)4

XFMR-PP84

PANEL 'PP-9'

XFMR-PP9

XFMR-PP7HH

HH

HH

HH

LARGE RADIUS FIELDBENDS AS REQUIRED(TYPICAL)

CIRCUIT UG VIAHANDHOLE(TYPICAL)

(TYPICAL)

MAINTENANCE BUILDING

WAREHOUSE

5

5REFER TO A2/E501 FORADDITIONAL REQUIREMENTS(TYPICAL)

REFER TO A1/E501FOR ADDITIONALREQUIREMENTS FORTHIS AREA

PARTIAL FLOOR PLAN

E101

JO4059-E101FLOOR PLAN

WWS

WWS

WWS-mlb

A. ALL DUPLEX RECEPTACLES SHALL BE DEDICATED CIRCUITS.

B. PROVIDE UNISTRUT TO ACCOMMODATE PANEL MOUNTING AS REQUIRED.

C. COORDINATE FINAL DEVICE LOCATIONS WITH FACILITY PRIOR TO ROUGH-IN.MAINTAIN ALL NEC REQUIRED CLEARANCES.

D. FACILITY TO PROVIDE ANY TREE CLEARING REQUIRED TO ACCOMMODATEINSTALLATION. COORDINATE WITH THE FACILITY ANY IMPACTS TO TREESAS A RESULT OF INSTALLATION SHOWN. ADJUST SCHEDULE WITH FACILITYTO ACCOMMODATE WORK AS REQUIRED.

GENERAL NOTES:

SCALE: 1/16"=1'-0" 0 16'8'4'2'

PARTIAL FLOOR PLAN

A3

E101

1. POWER PEDESTAL: 9" (W) X 9"(D) X 13" (H), 2-GANG, NEMA-3R RATED, RUST-FREEPEDESTAL SUITABLE FOR INSTALLATION OF IPLC CONTROLLED RECEPTACLE.PROVIDE WITH RECEPTACLE (SEE NOTE 5), WHILE-IN-USE COVER. PROVIDE ALLMOUNTING HARDWARE AND ACCESSORIES REQUIRED PER MANUFACTURERSRECOMMENDATIONS. DESIGN MAKE: IPLC.COM PARKING POWER IP3 SERIESPEDESTAL #IP3-13-N-FS OR EQUAL.

2. TRANSITION FROM CONDUCTORS AS SHOWN TO #12 AWG IN PEDESTAL TOACCOMMODATE FINAL TERMINATIONS.

3. 24" X 24" HANDHOLE AND ASSOCIATED COVER WITH LOGO THAT READS "ELECTRIC",TIER 22 ASSEMBLY LOAD RATING. PROVIDE MINIMUM OF 1" GRAVEL BASE ANDINSTALL SO THAT TOP IS 1" ABOVE FINISHED GRADE. DESIGN MAKE: QUAZITE STYLE'PG' OR APPROVED EQUAL.

4. TRANSFORMER, WALL MOUNT FROM STRUCTURE USING MANUFACTURERSMOUNTING HARDWARE. MAINTAIN 6'-0" CLEARANCE ABOVE ANY PANELBOARD.

5. SMART POWER RECEPTACLE, 20A/120V SUITABLE FOR GFCI. RECEPTACLE SHALLMONITOR TEMPERATURE AND WIND CHILL PROGRAMMED TO WORK WITH BLOCKHEATER TO ENSURE VEHICLE STARTING WHILE REDUCING ENERGY USAGE. PROVIDEWITH HANDHELD FIELD PROGRAMMER AND FACTORY/FIELD PROGRAMMING AND ALLHARDWARE REQUIRED FOR A COMPLETE INSTALLATION. CIRCUIT TO GFCI TYPECIRCUIT BREAKER. DESIGN MAKE: IPLC.COM PARKING POWER MODEL#M210TN-WR20-DM4/DATA MATE MODEL DM4 OR EQUAL.

# SHEET KEYED NOTES:

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

CIRCUITLENGTH

MIN. WIRE SIZE(PHASE/NEUT)

MIN. WIRESIZE (GND)

BRANCH CIRCUIT VOLTAGE DROP TABLE

AMPACITY/VOLTAGE

20A/120V 0' - 55' #12

20A/120V 56' - 90'' #10

20A/120V 91' -140' #8

20A/120V 141' -225' #6

#12

#10

#10

#8

MIN. CONDUITSIZE

3/4"

3/4"

1"

1"

SCALE: NONEKEY PLAN

N

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Page 5: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

PANEL 'DP-2'

EXIST. MAINSWITCHBOARD'MSB'

T

MA

TC

HLI

NE

MA

TC

HLI

NE

PANEL 'PP-6'

T

XFMR-PP6

1 2 3 4 5 6 7 8 9 11 12 13 14 15 1612 13

1

HOMERUN CIRCUITS ASNOTED IN THIS AREA TOPANEL 'PP-6' UNLESSNOTED OTHERWISE

10

HOMERUN CIRCUITS ASNOTED IN THIS AREA TOPANEL 'PP-7' UNLESSNOTED OTHERWISE

MOUNT AT 48" AFF(TYPICAL)

REFER TO BRANCH CIRCUITVOLTAGE DROP TABLE FORADDITIONAL WIRINGREQUIREMENTS (TYPICAL)

B

A

C

D

E

F

G

H

1110987654

2

WAREHOUSE

PARTIAL FLOOR PLAN

E102

JO4059-E102FLOOR PLAN

WWS

WWS

WWS-mlb

A. ALL DUPLEX RECEPTACLES SHALL BE DEDICATED CIRCUITS.

B. COORDINATE FINAL DEVICE LOCATIONS WITH FACILITY PRIOR TOROUGH-IN.

GENERAL NOTES:

SCALE: 1/16"=1'-0" 0 16'8'4'2'

PARTIAL FLOOR PLAN

A3

E102

1. EXISTING MAIN SWITCHBOARD 'MSB', 1200A MLO, 480Y/277V,3Ø,4W, SQUARE DPOWER-STYLE SWITCHBOARD, CAT. NO. 42-78784-1, TYPE I/L. NEW BREAKER IS PARTOF NEC SIX DISCONNECT RULE AND SHALL BE SERVICE ENTRANCE RATED, SAMEMAKE AND AIC RATING AS EXISTING. PROVIDE ALL MOUNTING HARDWARE REQUIRED.

2. TRANSFORMER, WALL MOUNT FROM STRUCTURE USING MANUFACTURERSMOUNTING HARDWARE. MAINTAIN 6'-0" CLEARANCE ABOVE ANY PANELBOARD.

# SHEET KEYED NOTES:

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

CIRCUITLENGTH

MIN. WIRE SIZE(PHASE/NEUT)

MIN. WIRESIZE (GND)

BRANCH CIRCUIT VOLTAGE DROP TABLE

AMPACITY/VOLTAGE

20A/120V 0' - 55' #12

20A/120V 56' - 90'' #10

20A/120V 91' -140' #8

20A/120V 141' -225' #6

#12

#10

#10

#8

MIN. CONDUITSIZE

3/4"

3/4"

1"

1"

SCALE: NONEKEY PLAN

N

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Page 6: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

~

EXIST. SWITCHBOARD'MSB', 1200A,480Y/277V,3Ø,4W

EXIST.MOTORCONTROLCENTER'MCC-2'

EXIST.MOTORCONTROLCENTER'MCC-1'

400A

-3P

(E

)

700A

-3P

(E

)

400A

-3P

125A

-3P

(E

)

EXIST.PANEL'DP-1'

PANEL'DP-2'

400AMCB

70A-3P(TYPICAL OF 4)

PANEL'PP-7'

150AMCB

EXIST. INCOMINGSERVICE (3 SETS OF)3#600KCMIL,1#4/0N,3-1/2"C EACH

(2 SETS OF)4#350KCMIL, 1#1/0G,3"C EACH

3#4,1#8G.,1-1/4"C

EXIST.

EXIST.

WAREHOUSE MAINTENANCE

1PROVIDE SERATEDBREAKER

7,691A

10,000A

PANEL'PP-8'

150AMCB

3,752A

10,000A

XFMR-PP9

PANEL'PP-9'

150AMCB

2,693A

10,000A

3#3/0,1#6G.,2-1/2"C

3#2/0,1#6G.,2"C

PANEL'PP-6'

150AMCB

3#3/0,1#6G.,2-1/2"C

4,817A

10,000A 8,991A

22,000A

1#4, 3/4"C

1#4, 3/4"C

1#4, 3/4"C

1#4, 3/4"C

4#1/0,1#6G.,2"C4#1/0,1#6G.,2"C4#1/0,1#6G.,2"C

2

2

2

2

XFMR-PP8

XFMR-PP7

XFMR-PP6

4#1/0,1#6G.,2"C

3

FLOOR PLAN & DISTRIBUTIONRISER DIAGRAM

E401

JO4059-E401 RISERDIAGRAM

WWS

WWS

WWS

A. CONDUCTORS SHOWN ARE SIZED TO ACCOMMODATE VOLTAGEDROP.

B. PROVIDE BREAKER TYPES AND EQUIPMENT WITH LUGS SIZED TOACCOMMODATE INCREASED WIRE SIZE DUE TO VOLTAGE DROP.

GENERAL NOTES:

SCALE: NONE

PARTIAL DISTRIBUTION RISER DIAGRAM

A3

E101

1. EXISTING MAIN SWITCHBOARD 'MSB', 1200A MLO, 480Y/277V,3Ø,4W, SQUARE DPOWER-STYLE SWITCHBOARD, CAT. NO. 42-78784-1, TYPE I/L. NEW BREAKER SHALLBE SERVICE ENTRANCE RATED, SAME MAKE AND AIC RATING AS EXISTING. PROVIDEALL MOUNTING HARDWARE REQUIRED.

2. 45KVA TRANSFORMER, 480V PRIMARY, 208Y/120V SECONDARY.

3. LABEL BREAKER AS SERVING PANEL 'DP-2' ABOVE THE EXISTING "SERVICEDISCONNECT" LABEL TO MATCH EXISTING FORMAT.

# SHEET KEYED NOTES:

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

EXISTING PEAK LOAD INFORMATIONAT THE MAIN SWITCHBOARD 'MSB'BASED ON THREE YEAR UTILITY DATA

ADDED LOAD

TOTAL

LOAD DATA

196KVA OR 235A @480V,3Ø

87 KVA OR 105A @480V,4Ø

283KVA OR 341A @ 480V, 3Ø

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Page 7: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

18" DIA. ROUND FOOTINGWITH (6) #5 VERTICAL REBARSAND #3 TIES 12" O.C. MAX ANDAS SHOWN AT THE TOP OFTHE FOOTING

6'-0

"M

IN

2" CLR

3'-0

"

2"4"

CONDUIT, TRANSITION TORGS LARGE RADIUSSWEEP, (TYPICAL)

(4) -L BOLTS ASRECOMMENDED BY THEMAUFACTURER

POWER PEDESTAL

PROVIDE YELLOW REFLECTIVETAPE (3" WIDE MINIMUM)

PAINT EXPOSED SURFACEWITH YELLOW REFLECTIVECONCRETE PAINT ALLAROUND

HEIGHT TOACCOMMODATEVEHICLE BUMPERPROTECTION

#3 TIES 12" O.C.MAX.

3 5/8"CLR

1'-6"

#5 VERTICAL REBAR

4"

CONTROLLABLE WPRECEPTACLE

DETAIL GENERAL NOTES:

A. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8"IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTIONEQUIPMENT, AND NOT MORE THAN 4" IN LOOSE DEPTH FOR MATERIALCOMPACTED BY HAND-OPERATED TAMPERS. COMPACT SOIL MATERIALSTO NOT LESS THAN 95% OF MAXIMUM DRY UNIT WEIGHT ACCORDING TOASTM D698,

#6 DOWELS (16" LONG) @ 12" O.C.EACH SIDE. DRILL & EPOXY 6" INTOEXISTING SLAB AT MID-DEPTH.

MATCH TO EXISTINGREINFORCEMENT

EXISTING SLAB

4" STONE BASE

BACKFILL TRENCHWITH #57 STONE ORCOMPACTED SOIL.

SEE C1, C3 OR C4FORADDITIONALINFORMATION

COAT THIS END W/ GREASE TOPREVENT BOND - CENTER IN SLAB

REPLACE CONCRETE SLABWITH NEW SLAB OF SAMETHICKNESS (F'c =4500 PSI)

BITUMINOUS SEAL - 1" DEEP

12" NON-EXTRUDINGPRE-MOLDED FILLER

DETAILS

E501

JO4059-E501DETAILS

WWS

WWS

WWS

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

FINISHED GRADE

6" - 8"

24" MIN. CLEARANCETO OTHER SERVICES

3000 P.S.I. CONCRETE

P.V.C. CONDUIT REFER TORISER DIAGRAM FOR SIZEAND QUANTITIES (TYPICAL)

PROVIDE 3" SAND BEDALL AROUND

NO ROCKS, DEBRIS INBACKFILL

COMPACT BACKFILL TOMATCH SURROUNDINGCONDITIONS

PROVIDE PAVING ORTOPSOIL TO MATCH SITECONDITIONS

BASE AND INTERMEDIATESPACERS 4'-0" ONCENTER

DETECTABLE TYPEWARNING MARKING TAPE

#4 REBAR (TYPICAL) 1'-6"ON CENTER

7 1/2" ℄ TO ℄ MINIMUMSEPARATION

#4 REBAR (TYPICAL)

3" MINIMUM

MASONRY LEVELING BLOCKSAT BASE OF SPACERS

NOTE: REBAR REQUIREDUNDER ROADWAYS ONLY

SCALE: NONE

TYPICAL TRENCHING DETAIL

C1

E501

FINISHED GRADE

SCALE: NONE

TRENCHING DETAIL

C3

E501

GENERAL DETAIL NOTES:

A. REFER TO TYPICAL TRENCHING DETAIL FOR ADDITIONAL REQUIREMENTS.

CIRCUITS ASINDICATED IN 2"P.V.C. CONDUIT(TYPICAL OF 4)

18" MINIMUM (600V AND BELOW)30" MINIMUM (ABOVE 600V)

SCALE: NONE

PEDESTAL BASE DETAIL

A4

E501

FINISHED GRADE

SCALE: NONE

TRENCHING DETAIL

C4

E501

GENERAL DETAIL NOTES:

A. APPLIES TO NON-ROADWAY AREA TERMINATING AT HANDHOLE AND DEVICE.REFER TO TYPICAL TRENCHING DETAIL FOR ADDITIONAL REQUIREMENTS.CONCRETE ENCASEMENT NOT REQUIRED.

B. REFER TO TYPICAL TRENCHING DETAIL FOR ADDITIONAL REQUIREMENTS.

CIRCIR

CIR CIR

CIRCUITS ASINDICATED IN 2"P.V.C. CONDUIT(TYPICAL OF 4)

CIRCIR

CIR CIR

SCALE: NONE

TYPICAL SLAB INFILL

A1

E501

PR

OFESSIONAL

NORTH CAROLINA

E N GINEER

AR

M

E N A R ME NA KYA

N

THIS SEALAPPLIES TODETAILS A1/E501AND A4/E501

AutoCAD SHX Text
%%UCONCRETE
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1. CONCRETE SHALL BE PROPORTIONED, MIXED, PLACED, AND TESTED IN ACCORDANCE
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WITH THE ACI MANUAL OF CONCRETE PRACTICE INCLUDING BUT NOT LIMITED TO ACI
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318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 301
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"SPECIFICATIONS FOR STRUCTURAL CONCRETE." COMPLY WITH ACI 117 "SPECIFICATIONS
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FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS."
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2. STEEL REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:
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a. REINFORCING BARS ASTM A615, GRADE 60, DEFORMED
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3. CONCRETE SHALL BE NORMAL-WEIGHT AND HAVE A UNIT WEIGHT OF 145 PCF. CONCRETE
AutoCAD SHX Text
MATERIALS SHALL COMPLY WITH THE FOLLOWING:
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a. PORTLAND CEMENT ASTM C150, TYPE I OR II
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b. FLY ASH ASTM C618, CLASS F
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c. BLENDED HYDRAULIC CEMENT ASTM C595, TYPE I
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POZZOLAN-MODIFIED PORTLAND
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d. NORMAL-WEIGHT AGGREGATE ASTM C33, GRADED, 1" NOMINAL
AutoCAD SHX Text
MAXIMUM AGGREGATE SIZE
AutoCAD SHX Text
e. WATER POTABLE
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4. NO ADMIXTURES SHALL BE ADDED TO ANY STRUCTURAL CONCRETE WITHOUT THE
AutoCAD SHX Text
EXPRESS WRITTEN PERMISSION OF EOR. ALL PROPOSED ADMIXTURES SHALL BE
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SUBMITTED TO EOR FOR APPROVAL. THE ADMIXTURE MUST BE CERTIFIED BY THE
AutoCAD SHX Text
MANUFACTURER THAT IT IS COMPARABLE TO OTHER ADMIXTURES USED AND DOES
AutoCAD SHX Text
NOT CONTRIBUTE TO WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED
AutoCAD SHX Text
IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ANY ADMIXTURE
AutoCAD SHX Text
5. NORMAL-WEIGHT CONCRETE MIXTURES SHALL HAVE THE FOLLOWING PROPERTIES:
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MINIMUM MAXIMUM
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COMPRESSIVE WATER-
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STRENGTH CEMENT SLUMP AIR
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%%UELEMENT
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%%U@ 28 DAYS
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%%URATIO
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%%ULIMIT
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%%UCONTENT
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a. FOOTING 4500 PSI 0.45 4" 6.0%%%
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6. COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING,
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AND SUPPORTING REINFORCEMENT.
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CONTAINING CALCIUM CHLORIDE.
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PEDESTAL BASE GENERAL NOTES: 1. THE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS BASED UPON THE ASSUMED THE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS BASED UPON THE ASSUMED SOIL PROPERTIES LISTED BELOW. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE ENGINEER OF RECORD (EOR) IF ANY ADVERSE SOIL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. a. ALLOWABLE SOIL BEARING PRESSURE 2000 PSF ALLOWABLE SOIL BEARING PRESSURE 2000 PSF 2000 PSF b. ULTIMATE FRICTION COEFFICIENT BETWEEN 0.30 ULTIMATE FRICTION COEFFICIENT BETWEEN 0.30 0.30 CONCRETE FOUNDATIONS AND SOIL c. UNIT WEIGHT OF SOIL 110 PCF UNIT WEIGHT OF SOIL 110 PCF 110 PCF 2. EXCAVATION FOR FOOTINGS SHALL BE LINED TEMPORARILY WITH A 6 MIL POLYETHYLENE EXCAVATION FOR FOOTINGS SHALL BE LINED TEMPORARILY WITH A 6 MIL POLYETHYLENE IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 24 HOURS OF EXCAVATION. 3. CONCRETE SHALL NOT BE POURED AGAINST ANY SUBGRADE CONTAINING WATER, ICE, CONCRETE SHALL NOT BE POURED AGAINST ANY SUBGRADE CONTAINING WATER, ICE, FROST, OR LOOSE MATERIAL.
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037349
Page 8: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

DETAILS

E502

J04059-E502DETAILS

WWS

WWS

WWS

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

STRUCTURAL CEILING

SUSPENDED CEILING

LIGHT FIXTURE

WALL

ELECTRICAL EQUIPMENT

PLANE OF FRONT EDGE OFELECTRICAL EQUIPMENT

EXCLUSIVE DEDICATEDSPACE

VOLTAGE TOGROUND NOMINAL

0-150151-600

CONDITION: 1 2 3

3 3 33 31

2 4

WHERE THE "CONDITIONS" ARE AS FOLLOWS:

1. EXPOSED LIVE PARTS ON ONE SIDE AND NO LIVE OR GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH SIDES EFFECTIVELY GUARDED BY SUITABLE WOOD OF OTHER INSULATING MATERIALS. INSULATED WIRE OR INSULATED BUSBARS OPERATING AT NOT OVER 300V SHALL NOT BE CONSIDERED LIVE PARTS.

2. EXPOSED LIVE PARTS ON ONE SIDE AND GROUNDED PARTS ON THE OTHER SIDE.

3. EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK SPACE (NOT GUARDED AS PROVIDED IN CONDITION 1) WITH THE OPERATOR BETWEEN.

NOTE:

THIS FIGURE ILLUSTRATES THEWORKING SPACE IN FRONT OF THEELECTRICAL EQUIPMENT REQUIREDBY SECTION 110-26 OF THENATIONAL ELECTRICAL CODE.

SEE

TABLE "A"

FOR THIS

DISTANCE

6'-6

" M

IN.

30" OR WIDTH OF EQUIP.

SCALE: NONE

WORKING CLEARANCE FOR ELECTRICAL EQUIPMENT

C4

E502

NOTE:

TRANSFORMER GROUNDINGELECTRODE TO GROUNDING BARTHAT IS CONNECTED TO GROUNDLOOP IS ACCEPTABLE.

GROUNDING BUSBONDED TO ENCLOSURE

TYPICAL PANELBOARD

EQUIPMENT BONDINGJUMPER

A B C

BONDING BUSHING WITHBONDING JUMPER

NEUTRAL BUS

FLOOR LEVEL

TRANSFORMERWINDING

5 WIRES

4" CONCRETE PAD

4 WIRESH2 X3 H1 X2 H3 X1X0

FROM TRANSFORMERPRIMARY SOURCE

GROUNDING ELECTRODE TO THE STEELFRAME OF THE BLDG.; WHERE PROVEN TO BESUITABLY GROUNDED, OR TO THE METALLICWATER PIPE WITHIN 5 FT. FROM THE POINTOF ENTRANCE INTO THE BUILDING (250-30(a))

EQUIPMENTBONDINGJUMPER

SYSTEM BONDINGJUMPER

GROUND PAD

NOTES:

1. TRANSFORMER BONDING STRAP. IF NOT PROVIDED BY THE TRANSFORMER MANUFACTURER THIS STRAP SHOULD BE THE SAME SIZE AS THE SYSTEM BONDING JUMPER. (250-30).

2. USE A BONDING BUSHING AND EQUIPMENT BONDING JUMPER AT THE CONDUIT TERMINATION. JUMPER SHOULD BE THE SAME SIZE AS THE GROUNDING ELECTRODE CONDUCTOR CONTAINED IN THE CONDUIT.

3. USE A BONDING CLAMP AT THE TERMINATION OF THE GROUNDING ELECTRODE CONDUCTOR TO THE ELECTRODE.

STRUCTURAL CEILING

SUSPENDED CEILING

WALL

DEDICATED SPACE CONTINUESTHROUGH SUSPENDEDCEILING PER N.E.C. ARTICLE110-26.

LIGHT FIXTURE

EXCLUSIVELY DEDICATED SPACEOF 6 FEET. ANY FOREIGNSYSTEMS TO THE ELECTRICALEQUIPMENT SHALL NOT RUNWITHIN THE 6 FEET ABOVE THEELECTRICAL EQUIPMENT.

ELECTRICAL EQUIPMENT

EXCLUSIVELY DEDICATED SPACE

NOTE:

THIS FIGURE ILLUSTRATES THE ADDITIONALEXCLUSIVELY DEDICATED SPACE REQUIRED OVERAND UNDER THE ELECTRICAL EQUIPMENT FOR THECABLES, RACEWAYS, ETC. TO AND FROM THEELECTRICAL EQUIPMENT REQUIRED BY SECTION110-26 OF THE NATIONAL ELECTRICAL CODE.

NEUTRAL(WHITE)

DEDICATED SPACE FOR ELECTRICAL EQUIPMENT

SCALE: NONE

C3

E502

DRY TYPE TRANSFORMER GROUNDING DETAIL

SCALE: NONE

A4

E502

SYSTEM NO. W-L-1001

JUNE 15, 2005

F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3)T RATINGS - 0, 1, 2, 3, AND 4 HR (SEE ITEM 3)L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FTL RATING AT 400 F - LESS THAN 1 CFM/SQ FT

1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALLBE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THEFOLLOWING CONSTRUCTION FEATURES:

A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE RATED ASSEMBLIES) ORSTEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEELSTUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM)OC.

B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE ORTAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE ANDSHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE ULFIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM).

2. THROUGH-PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLYOR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT ORTUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN / (0 MM). (POINT CONTACT) TO MAX 2 IN. (51MM) PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THEFOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOILPIPE, NOM 12 IN (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.

C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN (102 MM) DIAM (ORSMALLER) STEEL ELECTRICAL METALLIC TUBING

D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING

E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING THE FOLLOWING TYPES OF STEELFLEXIBLE METAL GAS PIPING MAY BE USED:

1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ONPIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

OMEGA FLEX INC

2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ONPIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

TITEFLEX CORP A BUNDY CO

3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ONPIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

WARD MFG INC

3. FILL, VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. , 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32, 48 AND64 MM) THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHINANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TOGYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THEHOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THEWALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATINGOF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THEHOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW:

+WHEN COPPER PIPE IS USED, T RATING IS 0 H.

3M COMPANY - CP 25WB+ OR FB-3000 WT.

*BEARING THE UL CLASSIFICATION MARK

---------------------------------------------------------------------------------------------------------------------------------------------------------------LAST UPDATED ON 2005-06-15

COPYRIGHT - 2006 UNDERWRITERS LABORATORIES INC. ®

THE APPEARANCE OF A COMPANY'S NAME OR PRODUCT IN THIS DATABASE DOES NOT IN ITSELF ASSURETHAT PRODUCTS SO IDENTIFIED HAVE BEEN MANUFACTURED UNDER UL'S FOLLOW-UP SERVICE. ONLYTHOSE PRODUCTS BEARING THE UL MARK SHOULD BE CONSIDERED TO BE LISTED AND COVERED UNDERUL'S FOLLOW-UP SERVICE. ALWAYS LOOK FOR THE MARK ON THE PRODUCT.

"REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERSLABORATORIES INC." "COPYRIGHT © 2006 UNDERWRITERS LABORATORIES INC. ®

UL DESIGN #W-L-1001

1. FLOOR OR WALL ASSEMBLY - MIN 2-1/2 IN. THICK LIGHTWEIGHT OR NORMAL WEIGHT

(100-150 PCF) CONCRETE. WHEN CONFIGURATION A IS USED, ON CONFIGURATION B IS USED IN

CONJUNCTION WITH THE STEEL SLEEVE (ITEM 1A), FLOOR MAY BE CONSTRUCTED OF ANY MIN 6 IN.

THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*. WALL MAY ALSO BE

CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF CIRCULAR THROUGH

OPENING IS 10 IN.

SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE

RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

1A. STEEL SLEEVE (OPTIONAL) - NO. 10 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL

PIPE SLEEVE CAST INTO CONCRETE FLOOR OR WALL. SLEEVE TO BE FLUSH WITH OR PROJECT MAX 2

IN. FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL.

2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED

EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MAX ANNULAR SPACE

BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING NOT TO EXCEED 1-3/8 IN.

MIN ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS ZERO IN.

(POINT CONTACT). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR

OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING

MAY BE USED:

A. STEEL PIPE - NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT.

C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.

D. IRON PIPE - NOM 4 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

E. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.

F. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

FIRESTOP CONFIGURATION A

3. PACKING MATERIAL - MIN 1 IN. THICKNESS OF TIGHTLY-PACKED MINERAL WOOL BATT

MATERIAL USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP OR

BOTTOM SURFACE OF FLOOR OR FROM EITHER SURFACE OF SOLID CONCRETE WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). WHEN WALL IS

CONSTRUCTED OF CONCRETE BLOCK, PACKING MATERIAL IS TO BE INSTALLED ON BOTH SIDES OF

WALL ASSEMBLY. WHEN PRECAST HOLLOW CORE FLOOR IS USED, PACKING MATERIAL MUST BE

INSTALLED ON BOTTOM SURFACE OF FLOOR.

4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR

SPACE TO A MIN DEPTH OF 1/2 IN. FLUSH WITH THE TOP OR BOTTOM SURFACE OF THE FLOOR OR

EITHER SURFACE OF THE SOLID CONCRETE WALL. A MIN 1/4 IN. DIAM BEAD OF CAULK SHALL BE

APPLIED TO THE FLOOR OR WALL SURFACE WHERE THE PIPE, CONDUIT OR EMT IS INSTALLED IN

POINT CONTACT WITH THE EDGE OF THE THROUGH OPENING. WHEN WALL IS CONSTRUCTED OF

CONCRETE BLOCK, CAULK TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY.

WHEN PRECAST HOLLOW CORE FLOOR IS USED, CAULK FILL MATERIAL MUST BE INSTALLED ON

BOTTOM SURFACE OF FLOOR.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT.

(THE W RATING APPLIES ONLY WHEN FB-3000 WT IS USED FLUSH WITH THE TOP SURFACE OF

FLOOR.)

FIRESTOP CONFIGURATION B

3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM 1 IN. THICKNESS OF

TIGHTLY-PACKED MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A

PERMANENT FORM. PACKING MATERIAL TO BE RECESSED MIN 1/2 IN. FROM TOP SURFACE OF FLOOR

OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF

CAULK FILL MATERIAL (ITEM 4).

4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR

SPACE TO A MIN DEPTH OF 1/2 IN. FLUSH WITH THE TOP SURFACE OF THE FLOOR OR BOTH

SURFACES OF THE WALL. A MIN 1/4 IN. DIAM BEAD OF CAULK SHALL BE APPLIED TO THE FLOOR OR

WALL SURFACE WHERE THE PIPE, CONDUIT OR EMT IS INSTALLED IN POINT CONTACT WITH THE

EDGE OF THE THROUGH OPENING.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT. (THE W RATING APPLIES ONLY WHEN

FB-3000 WT IS USED.)

*BEARING THE UL CLASSIFICATION MARK

UL DESIGN #C-AJ-1175

SECTION A-A

3

2

31A

1BA

A

Max Pipe or ConduitDiam in. (mm)

F Rating Hr T Rating Hr

1 (25) 1 or 2 0+, 1 or 21 (25) 3 or 4 3 or 44 (102) 1 or 2 06 (152) 3 or 4 0

12 (305) 1 or 2 0

SECTION A-A

SECTION A-A

A

2

4

FIRESTOP CONFIGURATION - B

FIRESTOP CONFIGURATION - A

A

2

4

A

1A

A 1A

3

4

2

4

1

3 1

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Page 9: ABC COMMISSION WAREHOUSE ELECTRICAL IMPROVEMENTS · 2020-01-27 · 2020 YONKERS ROAD FAX TEL (919) 716-3400 (919) 716-3978 DEPARTMENT CAROLINA NORTH ... Parking Garage Utility and

SCHEDULES

E601

JO4059-E601SCHEDULES

WWS

WWS

WWS

OF

RALEIGH, N.C. 27699-4216

PUBLIC SAFETY

4216 MSC2020 YONKERS ROAD

FAXTEL (919) 716-3400

(919) 716-3978

DEPARTMENTCAROLINANORTH

01/22/2020

NO DATE REVISION

CADD DWG NO:

JOB ORDER NO:

CHECKED BY:

PLOT DATE:

DESIGNED BY:

DRAWN BY:

4059

CD

BA

1 2 3 4 5

CENTRAL ENGINEERING

Plan ● Design ● Construct

SCO ID # 19-21377-01A

1/24/2020 ISSUED FOR CONSTRUCTION

ABC COMMISSION

WAREHOUSEBUILDING400 EAST TRYON ROADRALEIGH, NORTH CAROLINA 27610

POWER IMPROVEMENTS

DP2 PP-6

PP-8PP-7

PP-9

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