AMDT0003_SoCup_PLANS.pdf

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IFB NO.:

CONTRACT NO.:

ISSUE DATE:

SOTF SOUTH CENTRAL UTILITY PLANT ADDITIONAL TRANSFORMER, 0190M

SF-00002-18

FORT BRAGG, NORTH CAROLINA

SEPTEMBER 2018

AMENDMENT 0003

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ISSUE DATE: 31 AUG 2018

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US Army Corps of Engineers

WILMINGTON DISTRICT

PROJECT SITE

FT. BRAGG, NORTH CAROLINA

SF-00002-18 SOUTH CUP

ADDITIONAL TRANSFORMER, 0190M, SOTF

100% SUBMITTAL

TITLESHEET ID. FILENAME

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G-002

G-003

G-004

GENERAL

G-001.DGN

G-002.DGN

G-003.DGN

G-004.DGN

INDEX OF DRAWINGS

E-001

EP100

EP101

EP102

EP103

E-501

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E-601

ELECTRICAL

E-001.DGN

EP100.DGN

EP101.DGN

EP102.DGN

EP103.DGN

E-501.DGN

E-502.DGN

E-601.DGN

ELECTRICAL - GENERAL NOTES AND LEGENDS

ELECTRICAL - BUILDING O190M - ROOF PLAN

ELECTRICAL - ELEC/GENERATOR ROOM PLAN

ELECTRICAL - CONDUIT ROUTING AND ELECTRICAL ROOM PLANS

ELECTRICAL - ISOMTERIC VIEWS

ELECTRICAL - DETAILS

ELECTRICAL - DETAILS

ELECTRICAL - RISER DIAGRAMS

COVER SHEET

VICINITY MAP AND PROJECT LOCATION

GENERAL CONSTRUCTION NOTES

GENERAL CONSTRUCTION NOTES

PROJECT

SITE

SOLID WASTE

TRANSFER STATION

MAJOR ROADS

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

U. S. ROUTE

STATE ROUTE

LAKES

ACP ACCESS CONTROL POINT

LEGEND:

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G-004

THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D)

LANDFILL IS CLOSED AND WILL NOT BE ACCEPTING ANY C&D WASTE

AND ASBESTOS WASTE.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR

SUB TITLE “D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF

C&D AND ASBESTOS WASTE.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL

WASTE DISPOSED AND MATERIALS RECYCLED OFF FORT BRAGG.

THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA

DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES

MONTHLY AND ANNUAL REPORTING OF ALL MATERIALS (WASTE AND

RECYCLABLES) MANAGED BY FORT BRAGG. THE FORT BRAGG

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY

DIRECTORATE REPORTS TO BE CONSOLIDATED INTO REPORTS FOR

THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE SOLID

WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE

FILLED OUT WITH THE TYPE OF WASTE OR RECYCLED MATERIAL, THE

WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE

FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED. THIS

INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID

WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH

MONTH. EMAIL TO JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL

OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

THE LAMONT LANDFILL FACILITY WILL ACCEPT RECYCLABLES ITEMS.

1) CONCRETE, BRICK AND BLOCK

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED

PAINT TO BE RECYCLED

- SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

2) TREES, LIMBS AND STUMPS

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT

SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP

ROOTS

- WILL EXCEPT GROUND WOOD CHIPS

3) PALLETS

- SERVICEABLE AND NON-SERVICEABLE PALLETS

4) SCRAP STEEL

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

5) SCRAP ALUMINUM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

- NO ITEMS WITH LIQUIDS IN THEM

6) CARDBOARD TO BE RECYCLED

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG

RECYCLING CENTER AT BLDG 3-1240, BUTNER AND REILLY

ROAD

- SHALL BE CLEAN OF PLASTICS, STYROFOAM, WOOD, METAL,

TRASH, ETC.

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE

OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS,

ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

PROGRAM AT BLDG 3-1137, (910) 432-6412.

STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING

OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.

ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE

INSPECTED OF THEIR CONTENTS WHILE BEING PRESENT ON FORT

BRAGG.

SOLID WASTE AND RECYCLING NOTES

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ABBREVIATIONS

DESCRIPTIONTYPE

A

AC

AF

AFF

C

EF

EC

ETBD

ETR

ETBR

EX

AMPERE

ALTERNATING CURRENT

AMPERE FRAME

ABOVE FINISHED FLOOR

CONDUIT

EXHAUST FAN

ELECTRICAL CONTRACTOR

G OR GND

GF OR GFI

KVA

KW

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

EXISTING TO BE RELOCATED

EXISTING

GROUND

GROUND FAULT INTERRUPTER

KILOVOLT AMPERES

KILOWATTS

AIC AMPERE INTERRUPTING CURRENT

AMP AMPERE

AT AMPERE TRIP

AWG AMERICAN WIRE GAUGE

CCT BRKR CIRCUIT BREAKER

CUP CENTRAL UTILITY PLANT

FPN FUSE/TRIP PER NAMEPLATE

J-BOX JUNCTION BOX

GC GENERAL CONTRACTOR

CLG CEILING

GEN GENERATOR

ATS AUTOMATIC TRANSFER SWITCH

MCB

MLO

NEC

Ø OR PH

V

W

WP

MAIN CIRCUIT BREAKER

MAIN LUG ONLY

PHASE

VOLT(S)

WATTS OR WIRE

WEATHERPROOF

P POLE

MCC MOTOR CONTROL CENTER

MOCP MAXIMUM OVERCURRENT PROTECTION

NATIONAL ELECTRICAL CODE

N OR NEUT NEUTRAL

NTS NOT TO SCALE

OC ON CENTER

OL OVERLOAD

PNL PANELBOARD

SPD SURGE PROTECTION DEVICE

SWBD SWITCHBOARD

T TRANSFORMER

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VFD VARIABLE FREQUENCY DRIVE

VSD VARIABLE SPEED DRIVE

XFMR TRANSFORMER

Z IMPEDANCE

MCA MINIMUM CIRCUIT AMPACITY

SOG SLAB ON GRADE

MSB MAIN SWITCH BOARD

NIC NOT IN CONTRACT

ABBREVIATIONS

DESCRIPTIONTYPE

EIA

EMT

ELECTRONIC INDUSTRIAL ALLIANCE

ELECTRICAL METALLIC TUBING

UPS UNINTERRUPTIBLE POWER SUPPLY

MCA MINIMUM CIRCUIT AMPACITY

TYPE DESCRIPTION

SYMBOL LEGEND (NOTE: NOT ALL SYMBOLS ARE NECESSARILY USED ON PLANS)

TYPE DESCRIPTION

1LA-3

(FOR

EXAMPLE)

PAD MOUNTED TRANSFORMER. BOLD LINE DENOTES FRONT OF

TRANSFORMER. REFER TO RISER DIAGRAM FOR ADDITIONAL

INFORMATION.

BRANCH CIRCUIT, OR FEEDER WIRING, RUN IN CONDUIT AND CIRCUIT

HOMERUN TO PANELBOARD INDICATED. SINGLE PHASE CIRCUIT SHALL

CONTAIN 1 #12 PHASE CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12

GROUNDING CONDUCTOR IN 3/4" CONDUIT, MINIMUM. CONDUCTORS

LARGER THAN #12, AND CONDUIT LARGER THAN 3/4", SHALL BE AS

INDICATED. WHERE "MULTIPLE PHASED" ELECTRICAL LOADS ARE

REQUIRED, PROVIDE ADDITIONAL PHASE AND NEUTRAL CONDUCTORS AS

INDICATED. MULTIPLE SINGLE PHASE CONDUCTORS MAY BE GROUPED

TOGETHER IN A COMMON CONDUIT AS ALLOWED AND IN ACCORDANCE

WITH THE NEC. CONTRACTOR SHALL PROVIDE ADDITIONAL "SWITCH LEG"

CONDUCTORS, AS REQUIRED TO ACHIEVE FIXTURE CONTROL INDICATED ON

PLANS. PROVIDE DEDICATED NEUTRAL CONDUCTOR FOR EACH SINGLE

POLE CIRCUIT BREAKER. GROUNDING CONDUCTORS SHALL BE SHARED IN

ACCORDANCE WITH AND AS ALLOWED BY THE NEC. WHEN SHOWN DASHED,

IT SHALL DENOTE WIRING UNDERGROUND OR ABOVE TILE CEILING OF

FLOOR BELOW. CONDUITS SHOWN ARE DIAGRAMMATIC ONLY AND DO NOT

REPRESENT ACTUAL CONDUIT ROUTING UNLESS SPECIFICALLY NOTED.

CONTRACTOR TO DETERMINE CONDUIT ROUTING IN THE FIELD.

SURFACE MOUNTED PANELBOARD. DESIGNATION AS NOTED.

REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION.

RECESSED MOUNTED PANEL BOARD. DESIGNATION AS NOTED.

REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION.

XXX

XXX

CONDUIT WITH BUSHING.

CONDUIT CONTINUED.

A. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE NFPA, NATIONAL ELECTRICAL CODE, UFC, AND IBC REQUIREMENTS.

B. THE CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND WORKING CONDITIONS. VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UTILITY LINES, STRUCTURES, AND ADVISE THE CONTRACTING OFFICER OF ANY DISCREPANCY THAT MAY PREVENT OR HINDER THE SPECIFIED WORK FROM BEING COMPLETED.

C. THE CONTRACTOR SHALL STUDY THE STRUCTURE AND FINISH AFFECTING HIS WORK AND SHALL COORDINATE HIS WORK ACCORDINGLY.

THE CONTRACTOR SHALL PROVIDE ALL ACCESSORIES, HANGERS, AND ANCHORS AS NECESSARY TO MEET SUCH CONDITIONS WITHOUT

ANY ADDITIONAL COST TO THE GOVERNMENT.

D. PRIOR TO ACCOMPLISHING ANY WORK IN ANY AREA, ALL WORK SHALL BE PLANNED AND COORDINATED WITH OTHER TRADES AND THE CONTRACTING OFFICER. ALL CONDUITS SHALL BE INSTALLED CONCEALED, UON. THE CONDUIT ROUTING SHALL BE COORDINATED WITH DUCT WORK AND OTHER OBSTACLES SO AS TO PROVIDE THE MOST EFFICIENT AND AESTHETICALLY PLEASING INSTALLATION.

E. PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. STUDY ALL DRAWINGS, MANUFACTURER'S INSTRUCTIONS, UL LISTINGS, AND CATALOG DATA TO DETERMINE HOW EQUIPMENT ACCESSORIES, AND RELATED ITEMS ARE TO BE SUPPORTED, MOUNTED, OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, BRACKETS, SPACERS, STRUCTURAL SUPPORTS, AND

ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT FURNISHED UNDER THIS CONTRACT.

F. PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDER AND BRANCH CIRCUITS.

G. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER OF THE DEVICE OR EQUIPMENT UNLESS NOTED OTHERWISE. RECEPTACLE AND DATA/TELEPHONE OUTLET SHOWN ADJACENT ON DRAWING SHALL BE MOUNTED 6" APART ON CENTER HORIZONTALLY. CONTRACTOR SHALL NOT INSTALL J-BOXES, OUTLETS, DEVICES, ETC. BACK TO BACK FOR NEW OR RENOVATION WORK.

H. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE THESE PLANS.

I. ALL EQUIPMENT PROVIDED SHALL FIT IN DIMENSIONS SHOWN ON THE FLOOR PLANS.

GENERAL NOTES

A. PLACE, INSTALL, AND CONNECT NEW SWITCHGEAR IN ROOM 3023 WHICH INCLUDES MSB-D, ATS-8 AND ATS-9.

B. INSTALL NEW CONDUCTORS IN EXISTING UNDERGROUND CONDUIT FROM NEW TRANSFORMER ‘D’ LOCATION TO NEW SWITCHGEAR MSB-D.

C. INSTALL NEW DISTRIBUTION SWITCHBOARD IN ELECTRICAL ROOM 3025A.

D. INSTALL FEEDER FROM SECTION 6 OF EMERGENCY SWITCHGEAR GSG-2 TO NEW ATS-8.

E. INSTALL FEEDER FROM SECTION 7 OF EMERGENCY SWITCHGEAR GSG-2 TO NEW ATS-9.

F. INSTALL FEEDER FROM LOAD SIDE OF NEW ATS-8 TO NEW SWITCHBOARD DISTRIBUTION 'J' IN ELECTRICAL ROOM 3025A.

G. PROVIDE NEW 2000A BREAKER IN EXISTING 2000A CELL IN EMERGENCY PARALLEL SWITCHGEAR GSG-2, SECTION SIX. MAKE FINAL CONNECTION TO NEW 2000A BREAKER.

COORDINATE ALL REQUIRED SHUTDOWNS OF GEAR WITH GOVERNMENT AS DESCRIBED IN THE SHUTDOWN COORDINATION REQUIREMENTS BELOW.

H. RECONFIGURE EXISTING 1600A CELL IN SECTION 7 TO ACCOMMODATE A NEW 2000A BREAKER IN EMERGENCY PARALLEL SWITCHGEAR GSG-2. MAKE FINAL CONNECTION TO NEW 2000A BREAKER. COORDINATE ALL REQUIREMENTS WITH SWITCHGEAR MANUFACTURER, ASCO, TO DETERMINE IF ADJACENT, EXISTING CELLS REQUIRE DERATING.

COORDINATE ALL REQUIRED SHUTDOWNS OF GEAR WITH GOVERNMENT AS DESCRIBED IN THE SHUTDOWN COORDINATION REQUIREMENTS BELOW.

I. INSTALL NEW NORMAL FEEDER FROM ATS-5 TO NEW SWITCHBOARD MSB-D.

J. DISCONNECT AND REMOVE EXISTING NORMAL FEEDER FROM ATS-5 TO MSB-A. COORDINATE ALL REQUIRED SHUTDOWNS OF NORMAL AND EMERGENCY GEAR WITH GOVERNMENT AS DESCRIBED IN THE SHUTDOWN COORDINATION REQUIREMENTS BELOW. RE-LABEL EXISTING 2000A BREAKER IN SWITCHBOARD MSB-A AS SPARE.

K. MAKE FINAL CONNECTION OF NEW FEEDER FROM MSB-D TO ATS-5.

L. PROVIDE CONNECTION FROM METER IN EACH OF MSB-A, MSB-B, MSB-C, AND MSB-D TO EMERGENCY SWITCHGEAR GSG-2 CONTROLLER AND UPDATE GRAPHICAL INTERFACE IN EMERGENCY GEAR GSG-2. CONTRACTOR SHALL COORDINATE WITH HONEYWELL TO PROVIDE NECESSARY EQUIPMENT AND MAKE NECESSARY CONNECTIONS FROM THE MAIN GSG-2 GEAR TO THE HONEYWELL EBI SYSTEM. HONEYWELL SHALL PROVIDE A GRAPHICAL INTERFACE IN THE CONTROL ROOM #4250 THAT IS SIMILAR TO THE EMERGENCY GENERATOR GRAPHICAL INTERFACE. ALL METERED INFORMATION SHALL BE AVAILABLE ACROSS THE EXISTING LAN FOR SOTF ENGINEERING TO VIEW AND LOG DATA. COORDINATE ALL REQUIREMENTS WITH SWITCHGEAR MANUFACTURER, HONEYWELL REPRESENTATIVES AND GOVERNMENT.

PROPOSED PHASING

SHUTDOWN COORDINATION REQUIREMENTS

1. CONTRACTOR SHALL PROVIDE A DETAILED PROPOSED PHASING PLAN TO THE GOVERNMENT FOR REVIEW PRIOR TO PRE-CONSTRUCTION KICKOFF MEETING. THE

CONTRACTOR SHALL CONSIDER THE ABOVE PROPOSED PHASING AS A GUIDELINE FOR THE CONSTRUCTION TO BE ACCOMPLISHED. THE ABOVE PROPOSED PHASING MAY BE ALTERED AT THE CONTRACTOR’S DESCRETION AND GOVERNMENT APPROVAL, TO MINIMIZE OUTAGES OR RUNTIME OF EMERGENCY GEAR AND MAXIMIZE CONSTRUCTION

EFFICIENCY.

2. ANY OUTAGE, INTERRUPTION OF SERVICE, OPERATION OF EMERGENCY GEAR, OR ANY OTHER COMPROMISE OF ANY ASPECT OF THE NORMAL OR EMERGENCY ELECTRICAL SYSTEM SHALL BE REQUESTED IN WRITING TO THE GOVERNMENT A MINIMUM OF 30 DAYS PRIOR. THE GOVERNMENT REQURES 14 DAYS TO REVIEW THE REQUEST, INTERNALLY COORDINATE THE OUTAGE, AND WILL PROVIDE ALTERNATE DATES, IF NECESSARY. AN APPROVDED DATE FOR THE OUTAGE WILL BE PROVIDED BY THE

GOVERNMENT IN WRITING.

CLOSEOUT DOCUMENTATION

1. DURING CONSTRUCTION AND AS PART OF THE CLOSE OUT DOCUMENTATION, THE CONTRACTOR SHALL UPDATE THE DESIGN BIM MODEL

WITH THE FINAL AS-BUILT CONDITIONS. THE GOVERNMENT SHALL PROVIDE THE CONTRACTOR WITH THE BIM MODEL IN REVIT 2018 FOR THEIR USE. FOR SECURITY REASONS THE BIM FILE CANNOT LEAVE THE SOTF COMPOUND SO THE CONTRACTOR MAY ONLY ACCESS AND UPDATE THE MODEL AT THE PROJECT SITE. ALL WORK IN THE MODEL MUST BE COMPLETED WHILE ON THE SOTF COMPOUND. COMPUTER

ACCESS SHALL BE COORDINATED WITH THE GOVERNMENT.

ELECTRICAL ENERGY CODE SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENT:

METHOD OF COMPLIANCE:

STATE ENERGY CODE: (X) PRESCRIPTIVE ( ) PERFORMANCE

LUMINAIRE SCHEDULE:

LAMP TYPE REQUIRED IN LUMINAIRE

NUMBER OF LAMPS IN LUMINAIRE

BALLAST TYPE USED IN THE LUMINAIRE

NUMBER OF BALLASTS IN LUMINAIRE

TOTAL WATTAGE PER LUMINAIRE

TOTAL INTERIOR WATTAGE ALLOWED VS. SPECIFIED

EXTERIOR LIGHTING ZONE

TOTAL EXTERIOR WATTAGE ALLOWED VS. SPECIFIED

EXTERIOR LUMINAIRES >100 WATTS MUST HAVE A MINIMUM EFFICACY OF 60 LUMENS/WATT

NOTE: THE SCOPE OF THE PROJECT DOES NOT INCLUDE MODIFICATIONS TO THE EXISTING

LIGHTING SYSTEM. THEREFORE THE ENERGY CODE SUMMARY IS NOT APPLICABLE FOR THIS

PROJECT.

N/A N/A N/A N/A N/A

N/A VS N/A

ZONE # N/A

N/A

CHARLOTTE | 704.295.4263

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3737 GLENWOOD AVENUE, SUITE 100, 27612

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CONSULTING ENGINEERS

V:\1784\178451228

ISSUED FOR CONSTRUCTION

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FOR OFFICIAL USE ONLY

100% CD SET

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EP102

LOWER ROOF AREA

ROOF SPINE

MECHANICAL YARD3024 CHILLER ROOF

2ND FLOOR ROOF

3023 GEN/SWITCHGEAR

ROOF

BUILDING 0190M KEY PLAN - NOT TO SCALE

PROJECT

LOCATION

PLAN VIEW

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

100% CD SET

US Army Corps of Engineers

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EP100

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NTSEP100

1 ELECTRICAL - BUILDING O190M - ROOF PLAN

500 GALLON

DAY TANK #1

500 GALLON

DAY TANK #2

500 GALLON

DAY TANK #3

500 GALLON

DAY TANK #4

GENERATOR

#4

GENERATOR

#3

GENERATOR

#2

GENERATOR

#1

EM DIST

PANEL

PULL BOX PULL BOX STARTER

ELGH

ERGH

XMFR

MSB-C

MSB-A

MSB-B

P U

L L B

O X

P U

L L B

O X

ATS-7

PULL BOX

PULL BOX

ATS-4

ATS-2

ATS-6

SECTION 1

ATS-3

ATS-5

ATS-1

SECTION 11

DISTRIBUTION

SECTION

ATS-1

SECTION 10

BATTERY

CHARGER

BATTERY

CHARGER

U T

IL

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Y X

M F

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U T

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G

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G E

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A R

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W

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H G

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-2

EXISTING UTILITY SWITCHGEAR

E X

IS

T

IN

G

U T

IL

IT

Y S

W

IT

C H

G E

A R

CENTRAL

UTILITY

PLANT

CENTRAL

UTILITY

PLANT

EXPANSION

3023A

LOAD BANK

TERMINAL

BOX 3200A

LOAD BANK

TERNIMAL

BOX 1600A

LOAD BANK

TERNIMAL

BOX 1600A

GENSET CB

GENSET CB

GENSET CB

GENSET CB

STORAGE

CLOSET

ST100

MSB-D

ATS-8

ATS-9

U T

IL

IT

Y X

M F

R D

P U

L L B

O X

P U

L L B

O X

P U

L L B

O X

GEAR

SECTION 7

GEAR

SECTION 6

P U

L L B

O X

3' - 0"

FUTURE TIE

BREAKERS

CONDUITS UP TO

ROOF FOR

DISTRIBUTION 'J'

SECTION 1 SECTION 2

SSTB

IFE/IFM COMMS

COMPARTMENT

INSTRUMENT

COMPARTMENT

SECTION 3 SECTION 4 SECTION 5

SSTB

NOTE: BASIS OF DESIGN IS SQUARE-D

FUTURE TIE

BREAKERS

4000A

A

A

A

A

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

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ISSUED FOR CONSTRUCTION

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100% CD SET

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ELECTRICAL - GENERAL NOTES - EP101

A EXISTING EMERGENCY GEAR AND ASSOCIATED CONTROLS ARE MANUFACTURED

BY ASCO. THE EXISTING UTILITY GEAR IS MANUFACTURED BY GE. SEE RISER

DIAGRAM AND ELEVATION DETAILS FOR ADDITIONAL INFORMATION.

B ALL CONDUIT SHALL BE MOUNTED TIGHT TO STRUCTURE OR AS HIGH AS

POSSIBLE. COORDINATE WITH EXISTING CONDITIONS AND ADJUST MOUNTING

HEIGHT AS REQUIRED.

C SEE ELECTRICAL RISER DIAGRAM ON SHEET E-601 FOR ADDITIONAL DETAILS ON

CONDUIT AND WIRE SIZES.

D PROVIDE LENGTHS OF CONDUCTORS TO GOVERNMENT FOR THE PURPOSE OF

SHORT CIRCUIT ANALYSIS OF SYSTEM.

E ALL CONDUIT PATHS SHOWN ARE PROPOSED. CONTRACTOR SHALL VERIFY ALL

PATHS PRIOR TO COMMENCEMENT OF WORK.

PLAN

NORTH

GRAPHICS SCALE

8' 12' 16'4'

SCALE: 1/4" = 1'-0"

1/4" = 1'-0"EP101

1 ELECTRICAL - ELEC/GENERATOR ROOM PLAN

KEYED NOTES - ELECTRICAL

1 UTILIZE EXISTING UNDERGROUND CONDUITS TO SERVE NEW MSB-D FROM NEW

TRANSFORMER 'D'. FINAL CONNECTION TO TRANSFORMER SHALL BE BY

SANDHILLS UTILITY SERVICES.

2 EXTEND EXISTING PULL BOX ON TOP OF DISTRIBUTION SECTION 6 TO

DISTRIBUTION SECTION 7.

3 (6) CONDUITS FROM MSB-D TO ATS-5.

4 (6) CONDUITS FROM ATS-8 TO PARALLELING GEAR.

5 (6) CONDUITS FROM ATS-9 TO PARALLELING GEAR.

6 PROVIDE 10 GAUGE WELDED GALVANIZED SHEET METAL PULL BOX ON TOP OF

NEW SWITCHGEAR AND ATS-8 & ATS-9. SIZE PER NEC. CONTRACTOR SHALL

PROVIDE INTERNAL RACKING FOR CABLES INSIDE PULL BOX.

7 PROVIDE EXTRA ENCLOSURE DEPTH TO ACCOMMODATE LARGER CABLE

ENTRY/EXIT FROM TOP OF ATS.

NTSEP101

2 MSB-D ELEVATION

ROOF ABOVE 2ND FLOOR

MECHANICAL YARD

ROOF SPINE

CONDUITS THROUGH

BRICK FACADE TO

SECOND FLOOR INTERIOR

SPINE AREA. SEE 2/EP102.

TYP

TYP

3024 CHILLER ROOF

3023 GEN/SWITCHGEAR ROOF

STRUCTURAL STEEL SHOWN

FOR REFERENCE ONLY

ELECTRICAL

STORAGE

3025A

Room

DISTRIBUTION

'J'

CONDUITS UP TO

SECOND FLOOR.

SEE 2/EP102.

CONDUITS DOWN TO

FIRST FLOOR. SEE

1/EP102.

CONDUITS TO

ROOFTOP EXTEIOR.

SEE 3/EP102.

PM E

R

M S

SECTION 1 SECTION 2

SPD

D

IS

T R

IB

U

T

IO

N

91.50"

72"

800A

800A

400A

400A

200A

200A

2000A

NOTE: BASIS OF DESIGN IS SQUARE-D

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

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ISSUED FOR CONSTRUCTION

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FOR OFFICIAL USE ONLY

100% CD SET

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C H

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P R

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GRAPHICS SCALE

16' 24' 32'8'

SCALE: 1/8" = 1'-0"

#KEYED NOTES - ELECTRICAL

1 ROUTE CONDUITS VERTICALLY UP EXTERIOR WALL TO HIGHER ROOF AREA,

THEN HORIZONTALLY INTO ROOF SPINE. SEE DETAIL 2 ON THIS SHEET FOR

CONTINUED CONDUIT RUNS. ALL CONDUIT PENETRATIONS IN EXTERIOR WALL

SHALL BE PROPERLY SEALED.

2 APPROXIMATE LOCATION OF EXISTING ROOFTOP MECHANICAL UNIT.

3 CONDUITS INSTALLED IN EXPOSED CEILING AREA TURNED DOWN FROM 2ND

FLOOR TO EXPOSED CEILING OF FIRST FLOOR. SEE DETAIL 1 ON THIS SHEET

FOR CONTINUED CONDUIT RUNS.

4 CONDUITS TRANSITION FROM ONE ROW OF (6) CONDUITS TO (2) ROWS OF (3)

CONDUITS. WALL PENETRATION SHALL BE MADE AT APPROXIMATELY 9’-6”.

5 CONDUITS SHALL RUN HORIZONTALLY INTO PULL BOX ON TOP OF

DISTRIBUTION SECTION OF NEW 2000A SWITCHBOARD.

6 ROUTE GROUP OF (6) CONDUITS VERTICALLY UP TO ROOF, THEN RUN FLAT

ACROSS THE ROOF. CUT OPENING IN ROOF, PROVIDE STRUCTURAL SUPPORT

AS REQUIRED. PROVIDE ROOF CURB LARGE ENOUGH FOR (12) 4” CONDUITS (6

FUTURE). PROVIDE GALVANIZED STEEL PULL BOX ON TOP OF ROOF CURB

LARGE ENOUGH FOR (12) 4” CONDUIT TO BE TERMINATED INSIDE OF PULL BOX.

7 REPLACE EXISTING DOOR HARDWARE WITH PANIC HARDWARE.

8 PROVIDE NEW 4” CONCRETE HOUSEKEEPING PAD FOR NEW DISTRIBUTION ‘J’.

9 PROVIDE EXPANSION COUPLING FOR HORIZONTAL CONDUIT RUN, TYPICAL (12)

LOCATIONS.

10 PROVIDE PULLBOX SIZED TO ACCOMMODATE (12)4” CONDUITS PER NEC.

MOUNT TO VERTICAL BRICK FAÇADE WALL.

11 PROVIDE PULLBOX SIZED TO ACCOMMODATE (12)4” CONDUITS PER NEC.

ELECTRICAL - GENERAL NOTES - EP102

A EC SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR NEW SWITCHBOARD.

B ALL CONDUIT PATHS SHOWN ARE PROPOSED. CONTRACTOR SHALL VERIFY ALL

PATHS PRIOR TO COMMENCEMENT OF WORK.

C SEE ELECTRICAL RISER DIAGRAM ON SHEET E-601 FOR ADDITIONAL DETAILS

ON CONDUIT AND WIRE SIZES.

D SEE ROOF CONDUIT DETAILS ON SHEET E-501 FOR ADDITIONAL INFORMATION.

E ALL EXTERIOR CONDUITS SHALL BE RIGID METALLIC CONDUIT.

F PROVIDE LENGTHS OF CONDUCTORS TO GOVERNMENT FOR THE PURPOSE OF

SHORT CIRCUIT ANALYSIS OF SYSTEM.

1/8" = 1'-0"EP102

3 ELECTRICAL - CONDUIT ROUTING - ROOF PLAN

1/8" = 1'-0"EP102

1 ELECTRICAL - CONDUIT ROUTING - FIRST FLOOR PLAN

1/8" = 1'-0"EP102

2 ELECTRICAL - CONDUIT ROUTING - SECOND FLOOR PLAN

NTSEP102

4 DISTRIBUTION 'J' ELEVATION

PLAN

NORTH

S -9

(6) SETS OF (4)500KCM,

(1)250KCM G, IN 4"C

EXISTING ROOF STRUCTURE

A T

S -8

M S

B

D

FRONT OF GEAR LINEUP

EXISTING CONCRETE PAD

NEW PULL BOX

SEE ROOF CONDUIT

BOX DETAIL ON SHEET

E-501.

FRONT O

F G

EAR LIN

EUPA

T S

-9 A T

S -8

(6) SETS OF (4)400KCM,

(1)250KCM G, IN 4"C

(6) SETS OF (4)400KCM,

(1)250KCM G, IN 4"C

NEW GENSET SECTION

PULL BOX

EXISTING CONCRETE PAD

G E

A R

S E

C T

IO

N

G E

A R

S E

C T

IO

N

M S

B -D

A T

S -5

(6) SETS OF (4)400KCM,

(1)250KCM G, IN 4"C

EXISTING COLUMN

EXISTING COLUMN NEW PULL BOX

FRONT O

F G

EAR LIN

EUP

EXISTING CONCRETE PAD

EXISTING ATS-5

PULL BOX

A T

S -8 A

T S

-9

EXISTING DRAIN PIPE

D

IS

T R

IB

U

T

IO

N 'J

(6) SETS OF (4)400KCM,

(1)250KCM G, IN 4"C

NEW DISTRIBUTION

SECTION PULL BOX

NEW CONCRETE PAD

BY CONTRACTOR

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

V:\1784\178451228

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

100% CD SET

US Army Corps of Engineers

C H

E C

K E

D B

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A W

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EP103

2 SCUP - CONDUIT ROUTING - ATS-8 TO ROOF

EP103

1 SCUP - CONDUIT ROUTING - PARALLELLING GEAR TO ATS-8 & ATS-9

EP103

4 SCUP - CONDUIT ROUTING - ATS-5 TO MSB-D

EP103

3 STORAGE 3025A - CONDUIT ROUTING

120/208V, 3Ø, 4W

FED FROM

PANEL "XXXX"

VIA T-XXX

PANEL "XXXX"

1/2" HIGH LETTERING FOR

PANELBOARD NAME

1/4" HIGH LETTERING FOR

REMAINING TEXT

1/16" THICK BLACK PLASTIC

WITH WHITE COLORED LETTERS

PER SPECIFICATIONS

TYPICAL EQUIPMENT

GROUND CONDUCTORS TO OTHER POINTS AND EQUIPMENT, AS REQUIRED BY NEC ARTICLE

250, AND SPECIFICATIONS.

N E

U T

R A

L

EFFECTIVELY

GROUNDED BUILDING

STEEL COLUMN

STEEL BASE

PLATE

SOURCE

(1) 10' X 3/4" DRIVEN

COPPER RODS IN

EARTH. (TYP OF 3).

10'

CADWELD

EXOTHERMIC

CONNECTION

(TYPICAL).

10'

INCOMING SERVICE FROM UTILITY

COMPANY TRANSFORMER WITH

SECONDARY GROUNDED PER UTILITY

COMPANY REQUIREMENTS.

INCOMING

CONDUIT

GROUND

SERVICE PANEL

BASE PLATE NUT AND ANCHOR

BOLT INTO REINFORCED

CONCRETE PIER OR FOOTING.

ANCHOR BOLT BONDED TO

CONCRETE REINFORCING.

GROUNDING JUMPER AROUND

METER AND ANY NON-METALLIC

PIPE SECTIONS.

MAIN SERVICE

SWITCH

OR PANELBOARD

EQUIPMENT

GROUND

GROUND TRIPOD

UNDERGROUND METAL

WATER LINE IN DIRECT

CONTACT WITH EARTH

FOR AT LEAST 10'.

GROUNDING DIAGRAM NOTES:

THE GROUNDING ELECTRODE CONDUCTORS SHALL BE SIZED PER TABLE 250-66 OF THE NEC.

GROUND

M

1 1

1. A GROUNDING CONNECTION SHALL NOT BE MADE TO ANY GROUNDED

CIRCUIT CONDUCTOR ON THE LOAD SIDE OF THE SERVICE DISCONNECTING

MEANS EXCEPT AS OTHERWISE PERMITTED IN THE NEC ART.250

2. IF AVAILABLE ON THE PREMISES, EACH ITEM LISTED BELOW AND ANY MADE

ELECTRODES IN ACCORDANCE WITH NEC SEC. 250 SHALL BE BONDED

TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM:

- METAL UNDERGROUND WATER PIPE

- METAL FRAME OF THE BUILDING OR STRUCTURE

- CONCRETE ENCASED ELECTRODE

- GROUNDING RODS

- GROUNDING COUNTERPOISE

3. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE UNSPLICED OR

SPLICED BY MEANS OF IRREVERSIBLE COMPRESSION TYPE CONNECTORS

LISTED FOR THE PURPOSE OR BY EXOTHERMIC WELDING PROCESS.

4. INTERIOR WATER PIPING LOCATED MORE THAN 5 FEET FROM THE POINT

OF ENTRANCE TO THE BUILDING SHALL NOT BE USED AS A PART OF THE

GROUNDING ELECTRODE SYSTEM OR AS A CONDUCTOR TO I

NTERCONNECT ELECTRODES THAT ARE PART OF THE GROUNDING

ELECTRODE SYSTEM.

5. A SINGLE ELECTRODE CONSISTING OF A ROD, PIPE OR PLATE THAT DOES

NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS SHALL BE

AUGMENTED BY ONE ADDITIONAL ELECTRODE. WHERE MULTIPLE ROD,

PIPE, OR PLATE ELECTRODES ARE INSTALLED THEY SHALL NOT BE LESS

THAN 6 FEET APART.

6. SEE NATIONAL ELECTRICAL CODE FOR ADDITIONAL REQUIREMENTS.

GROUNDING NOTES:

10"

NOTE:

ELECTRICAL CONTRACTOR SHALL IDENTIFY AS

SHOWN ABOVE ALL ELECTRICAL EQUIPMENT

(EXISTING AND NEW) INVOLVED IN THIS PROJECT.

EQUIPMENT

NAMEPLATE

12" ROOF CURB

ROOF

4" RIGID

METALLIC

CONDUIT

SHEET METAL VERTICAL

WALL. CUT HOLES FOR

PENETRATIONS AND

SEAL WEATHER TIGHT.

REMOVABLE COVER FOR ACCESS.

COVER SHALL OVERLAP EXTERIOR

HOUSING AND SEAL WEATHER

TIGHT.

NOTES:

1. CONSTRUCTION SHALL BE 10 GAUGE GALVANIZED

WELDED SHEET METAL. PAINT ENCLOSURE GREY.

2. SEAL ALL SEAMS WEATHER TIGHT WITH SILICONE

SEALANT.

3. CONDUIT BOX SHALL BE SIZED PER NEC TO

ACCOMODATE A TOTAL OF (12) 4" RIGID METALLIC

CONDUITS, (6) 4" RMC SHALL BE FOR FUTURE.

12"

DURA-BLOK ROOFTOP

CONDUIT SUPPORT OR

APPROVED EQUAL FOR

CONDUIT ON ROOF.

PIPE CLAMP BY SUPPORT MFGR.

ROOF

4" RIGID METALLIC

CONDUIT

NOTES:

1. VERIFY WEIGHT CAPACITY OF PIPE PIER AND PROVIDE

MULTIPLE PIERS AND BRIDGING STRUT AS REQUIRED FOR

LARGER PIPING.

2. PROVIDE STRUT FRAME WITH BRACING FOR PIPING ELEVATED

ABOVE ROOF.

UNISTRUT

MOUNTED AT 12"

ABOVE ROOF TOP

CONDUIT

OUTSIDE INSIDE

SEALANT W/ BACKER ROD

ALL AROUND, EACH FACE

EXISTING WALL

SET IN FULL BED

OF SEALANT

PREFORMED

FLASHING SLEEVE

STAINLESS STEEL

DRAW BAND

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

V:\1784\178451228

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

100% CD SET

US Army Corps of Engineers

C H

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NTSE-501

5 EQUIPMENT NAMEPLATE DETAIL

NTSE-501

6 SERVICE ENTRANCE GROUNDING DETAIL

NTSE-501

3 ELECTRICAL EQUIPMENT DESIGNATION DETAIL

NTSE-501

1 ROOF CONDUIT BOX DETAIL

NTSE-501

2 ROOF CONDUIT SUPPORT DETAIL

1 1/2" = 1'-0"E-501

4 EXTERIOR WALL PENETRATION DETAIL

SYSTEM NO. C-AJ-1001

MAX

PIPE

DIAM IN

T RATING - 0 HR

F RATING - 3 HR

MARCH 05, 2007

W RATING - CLASS 1 (SEE ITEM 4)

4 14

A

A

SECTION A-A

MAX ANNULAR

SPACE IN.

2-1/2

BR, CF, GF OR MW

CF OR MW BR, CF,

GF OR MW

MIN. CAULK

THKNS IN

1/2 (B) 1/2 (C) 1 (B)

PACKING

MATERIAL

TYPE (A)

(A) BR= POLYETHYLENE BACKER ROD.

CF= CERAMIC FIBER BLANKET.

GF= GLASS FIBER INSULATION.

MW= MINERAL-WOOL BATT.

(B) CAULK INSTALLED FLUSH WITH TOP SURFACE OF FLOOR OR BOTH

SURFACES OF WALL

(C) CAULK INSTALLED FLUSH WITH BOTTOM SURFACE OF FLOOR OR

ONE SURFACE OF SOLID (NON-CONCRETE BLOCK) WALL

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

(NOTE - W RATING APPLIES ONLY WHEN FB-3000 WT IS USED.)

*BEARING THE UL CLASSIFICATION MARKING.

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK LIGHTWEIGHT OR NORMAL

WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF

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

OPENING IS 32-1/2 IN.

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE

DIRECTORY FOR NAMES OF MANUFACTURERS.

1.A. STEEL SLEEVE - (OPTIONAL, NOT SHOWN) - NOM 12 IN. DIAM (OR SMALLER)

SCHEDULE 40 (OR HEAVIER)STEEL PIPE SLEEVE CAST INTO CONCRETE

FLOOR OR WALL. SLEEVE TO BE FLUSH WITH OR PROJECT MAX 2IN. FROM

TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL. AS AN ALTERNATE,

NOM 12 IN. DIAM (OR SMALLER) SLEEVE FABRICATED FROM NOM 0.019 IN.

THICK GALV STEEL CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY

FLUSH WITH FLOOR OR WALL SURFACES.

2. THROUGH - PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING

INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE

FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR

TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT

CONTACT) TO MAX 1-3/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY

SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES

AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 30 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR

HEAVIER) STEEL PIPE.

A.1. IRON PIPE - NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON

PIPE.

B. STEEL PIPE - NOM 30 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR

HEAVIER) STEEL PIPE.

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

METALLIC TUBING.

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

OF TIGHTLY-PACKED CERAMIC (ALUMINA SILICA) FIBER BLANKET, MINERAL-

WOOL BATT OR GLASS FIBER INSULATION MATERIAL USED AS A PERMANENT

FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR

OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE

REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). AS AN ALTERNATE

WHEN MAX PIPE SIZE IS 10 IN. DIAM AND WHEN MAX ANNULAR SPACE IS 1 IN.,

A MIN 1 IN. THICKNESS OF TIGHTLY-PACKED CERAMIC FIBER BLANKET OF

MINERAL-WOOD BATT PACKING MATERIAL MAY BE RECESSED MIN 1/2 IN.

FROM BOTTOM SURFACE OF FLOOR OR FROM EITHER SIDE OF WALL.

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

SPACE TO THE MIN THICKNESS SHOWN IN THE FOLLOWING TABLE:

Reproduced courtesy of Underwriters Laboratories, Inc.

R

Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876

(800) 992-1180 (908)526-8000 FAX (908)231-8415 E-Mail:techserv@stifirestop.com Website:www.stifirestop.com Created or Revised: November 26, 2008 C-AJ-1001STI

System No. W-L-1062 F Ratings - 1 and 2 Hr

T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft

1A

1B

A

Section A-A A

W-L-1062

1. WALL ASSEMBLY - THE FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY

SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE

INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE

RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION

FEATURES:

A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL

STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED

16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE AND SPACED MAX 24

IN. (610 MM) OC.

B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS

REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IN

WOOD STUD WALLS IS 8 IN. (203 MM). MAX DIAM OF OPENING IN STEEL STUD WALLS IS

14 IN. (356 MM). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE

HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.

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

WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN PIPE, CONDUIT OR TUBING AND

PERIPHERY OF OPENING SHALL BE A MIN 0 IN. (POINT CONTACT) TO A MAX 2 IN. (51

MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL

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

TUBING MAY BE USED:

A. STEEL PIPE - NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER STEEL

PIPE.

B. IRON PIPE - NOM 12 IN. (305 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

C. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING, NOM

6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 1 IN. (25 MM) DIAM (OR

SMALLER) FLEXIBLE STEEL CONDUIT.

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.

3. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN 5/8 IN. (16 MM) THICKNESS OF FILL

MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN

3/8 IN. (10 MM) DIAM BEAD OF FILL MATERIAL APPLIED AT POINT CONTACT LOCATION AT

THE PENETRANT/GYPSUM BOARD INTERFACE ON BOTH SIDES OF WALL. MOMENTIVE

PERFORMANCE MATERIALS - PENSIL 100 CAULK. SPECIFIED TECHNOLOGIES INC -

PENSIL 100 SEALANT, PENSIL 300 SEALANT OR SPECSEAL SERIES SIL300 SEALANT.

*BEARING THE UL CLASSIFICATION MARK

Reproduced courtesy of Underwriters Laboratories, Inc.

R

Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876

(800) 992-1180 (908)526-8000 FAX (908)231-8415 E-Mail:techserv@stifirestop.com Website:www.stifirestop.com Created or Revised: November 26, 2008STI

COMPONENT

CERTIFICATION

NOT REQUIRED 13.2.2

13.1.4.5

13.1.4.5

13.1.4.5

13.1.4.5NOT REQUIRED

NOT REQUIRED

NOT REQUIRED

NOT REQUIREDCOMPONENT SUPPORTS

WALL MOUNTED

FLOOR MOUNTED

ROOF MOUNTED

COMPONENT

IDENTIFICATION

SEISMIC

RESTRAINT

REQUIREMENT

ASCE 7-10

REFERENCE

1.0

COMPONENT IMPORTANCE FACTOR (Ip)

SEISMIC DESIGN CATEGORIES C

13.1.4.5NOT REQUIRED

SUSPENDED

EQUIPMENT

SEISMIC AND WIND REQUIREMENTS

FOR ELECTRICAL SYSTEMS

IBC-2015/ASCE 7-10

CABLE TRAY/BUS

DUCT/TRAPEZED CONDUIT

NOT REQUIRED 13.6.5.6

SINGLE CONDUIT NOT REQUIRED 13.6.5.6

PENDANT, LAY-IN &

CAN LIGHTS

13.5.6.2

REQUIRED

(SEE NOTE 6)

NOTES:

1. FLEXIBLE CONNECTIONS REQUIRED FOR PIPE CONNECTIONS ONLY.

2. RESTRAINT IS NOT REQUIRED IF THE CONDUIT/PIPING IS SUPPORTED BY HANGERS

AND EACH HANGER IN THE PIPING RUN IS 12 INCHES OR LESS IN LENGTH FROM

THE TOP OF THE PIPE TO THE SUPPORTING STRUCTURE. WHERE PIPES ARE

SUPPORTED ON A TRAPEZE, THE TRAPEZE SHALL BE SUPPORTED BY HANGERS

HAVING A LENGTH OF 12 INCHES OUR LESS. WHERE ROD HANGERS ARE USED,

THEY SHALL BE EQUIPPED WITH SWIVELS, EYE NUTS OR OTHER DEVICES TO

PREVENT BENDING IN THE ROD.

3. THE RESTRAINT OF PENDANT, LAY-IN & CAN LIGHTS IS ADDRESSED IN ASTM C636

& E580.

4. COMPONENT CERTIFICATION MUST BE SUPPLIED BY THE EQUIPMENT

MANUFACTURER AT TIME OF SUBMITTAL FOR REVIEW BY GOVERNMENT.

INLINE W/

DUCT/PIPE

NOT INLINE

W/DUCT/PIPE 13.1.4.5NOT REQUIRED

A. ALL EXTERIOR EQUIPMENT (ELECTRICAL GEAR AND UNISTRUT FRAMING) AND THEIR

ATTACHMENT TO THE EQUIPMENT AND STRUCTURE MUST BE EVALUATED FOR WIND

LOADING. WHERE SEISMIC RESTRAINT IS REQUIRED, THE MORE DEMANDING FORCE OF

WIND AND SEISMIC MUST BE USED. SEE SEISMIC INFORMATION CONTAINED IN THE

STRUCTURAL DRAWINGS FOR SITE SPECIFIC INFORMATION ON SEISMIC DESIGN

CATEGORY.

B. SEE EQUIPMENT SCHEDULES AND DETAILS FOR SPECIFIC COMPONENT IMPORTANCE

FACTOR DESIGNATIONS.

C. USE APPLICABLE TABLE BELOW TO DETERMINE SEISMIC RESTRAINT REQUIREMENTS FOR

EACH ELECTRICAL COMPONENT.

D. FOR ALL COMPONENTS REQUIRING SEISMIC RESTRAINT, THE COMPONENT SUPPORTS

AND ATTACHMENTS SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL.

E. WHERE SEISMIC RESTRAINT IS REQUIRED, HOUSEKEEPING PADS NEEDED FOR THE

INSTALLATION OF EQUIPMENT UNDER THIS CONTRACT MUST BE DESIGNED BY THE

SEISMIC ENGINEER. DO NOT POUR ANY HOUSEKEEPING PADS PRIOR TO THE RECEIPT

OF THE SEISMIC SUBMITTAL.

F. SEISMIC RESTRAINTS FOR CONDUIT, CABLE TRAY AND BUS DUCT MUST BE SHOWN ON

THE SUBMITTAL LAYOUT DRAWINGS SHOWING SPECIFIC RESTRAINT LOCATIONS ALONG

WITH ACCOMPANYING DETAILS AND CALCULATIONS.

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

V:\1784\178451228

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

100% CD SET

US Army Corps of Engineers

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NTSE-502

1 FIRE STOPPING DETAIL SYSTEM NO. C-AJ-1001

NTSE-502

2 FIRE STOPPING DETAIL SYSTEM NO. W-L-1062

NTSE-502

3 SEISMIC DESIGN DETAIL

480/277V, 4000A

3000AT 800AT

4000AF

EX. MSB-B RM. 3023

EX. LSD

ETR

480/277V, 4000A

2000AT4000AT 800AT

4000AF

EX. MSB-A

RM. 3023

EX. DIST A

ETR

EX. DIST EA

ETR

480/277V, 4000A

4000AF

EX. MSB-C RM. 3023

FROM 12470/7200V

RADIAL CABLE FEEDER

2000AT400AT 3000AT

(TIE)(TIE)

[2160]

L

EN

L

EN

L

E N

L

E N

2000AF

2000AT

DO,MO

800AF

800AT

DO,MO

800AF

400AT

DO,MO

800AF

800AT

DO,MO

2000AF

2000AT

DO,MO

4000AF

4000AT

DO,MO

L

E N

L

EN

EX.

ATS-3

800A 4P

CLOSED

TRANSITION

65KAIC

EX.

ATS-5

2000A 4P

CLOSED

TRANSITION

100KAIC

EX.

ATS-1

4000A 4P

CLOSED

TRANSITION

100KAIC

EX.

ATS-6

2000A 4P

CLOSED

TRANSITION

100KAIC

EX.

ATS-2

800A 4P

CLOSED

TRANSITION

65KAIC

EX.

ATS-4

600A 4P

CLOSED

TRANSITION

65KAIC

EX. 3200A

LOAD BANK

TERMINAL BOX

EX. DIESEL GENERATOR

1537.5 kVA/1230kW 0.8 PF, 1800 RPM, 3 PHASE

277/480V, 1850A CONTINUOUS DUTY. (TYP. OF 4)

800A

CELL ONLY

(QTY 4)

OUTSIDE

600AT

600AF

UPS-B

BYPASS

DISCONNECT

ETR

700A /3P

ECB

EX. DIST D

ETR

EX. DIST ED

ETR

3000AF 800AF2000AF4000AF 800AF2000AF400AF 3000AF

2000AF

2000AT

DO,EO

2000AF

2000AT

DO,EO

2000AF

2000AT

DO,EO

2000AF

2000AT

DO,EO

(SPARE)

3200AF

3200AT

DO,MO

3000AT

(TIE)

3000AF 2000AF

2000AT

400AF

400AT

480/277V, 6000A, 100kAIC, NEMA-1

2000AF

2000AT

DO,MO

L

E N

EX.

ATS-7

2000A 4P

CLOSED

TRANSITION

100KAIC

480/277V, 2000A

EX. SWBD 'F'

MLO

EQ

CHILLER #3

ETR

800AF

700AT

600AF

600AT

1200AF

1000ATNEMA 3R

480/277V, 4000A

NEW MSB-D

GENERATOR RM

100KAIC

2000AT2000AT

2000AF2000AF2000A

SPARE

NEW (11) SETS OF (4)#500, IN

EXISTING 4"C

(1202)

(2002)

NEW (6) SETS OF (4)#400, #250G, IN 4"C

NEW (6) SETS OF

(4)#400, #250G, IN 4"C

TO ATS-9

#3/0 GEC,

IN 3/4"C

EX. MCC-F

ETR

EX. DIST EM

ETR

G3G2G1

EX.

ASCO

EMERGENCY

SWITCHGEAR

GSG-2

UTILITY TRANSFORMER 'A'

2500kVA, OA 12470/7200-480/277V 65° C, Z=5.69%

UTILITY TRANSFORMER 'C'

2500kVA, OA

12470/7200-480/277V 65° C, Z=5.65%

UTILITY TRANSFORMER 'D'

2500kVA, OA

12470/7200-480/277V 65° C, Z=5.7%

2000AF

2000AT

DO, EO

[2160]

G4

L

E N

ATS-8

2000A 4P

CLOSED

TRANSITION

BYPASS

ISOLATION

100KAIC

TO GSG-2

(SECTION 6)

480/277V, 2000A

DISTRIBUTION 'J'

100KAIC

2000A

400A

SPARE

200A

SPARE

200A

SPARE

400A

SPARE

L

E N

ATS-9

2000A 4P

CLOSED

100KAIC

2000AT

2000AF

TO GSG-2

(SECTION 7)

NEW (6) SETS OF

(4)#500, #250G, IN 4"C

2000AF

2000AT

DO,EO

NEW (6) SETS OF

(4)#400, #250G, IN 4"C

TO

ATS-8

SPARE

800A

SPARE

800A

SPARE

600AF

600AT

EX. DIST G

ETR

EXISTINGEXISTING

FROM 12470/7200V

RADIAL CABLE FEEDER

FROM 12470/7200V

RADIAL CABLE FEEDER

FROM 12470/7200V

RADIAL CABLE FEEDER

FOR FUTURE USE

UTILITY TRANSFORMER 'B'

2500kVA, OA 12470/7200-480/277V 65° C, Z=5.69%

EXISTING

4000AT

4000AT

4000AF

4000AT 4000AT

3200A

SPACE

3200A

SPACE

RISER LEGEND

LIGHT SOLID LINETYPE = EXISTING TO REMAIN, UON.

HATCHED LINETYPE = TO BE DEMOLISHED, UON.

DARK SOLID LINETYPE = NEW WORK, UON.

TRANSITION

BYPASS

ISOLATION

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848

AME Project No: 18039

CONSULTING ENGINEERS

V:\1784\178451228

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

100% CD SET

US Army Corps of Engineers

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NTSE-601

1 ELECTRICAL - SINGLE LINE DIAGRAM

#ELECTRICAL - GENERAL NOTES - ONE LINE

A CONTRACTOR SHALL PROVIDE ALL REQUIRED EQUIPMENT, SUCH AS KIRK KEY INTERLOCKS,

PROGRAMMING, AND MODIFICATIONS TO EXISTING EQUIPMENT/DEVICES TO PREVENT ANY

SWITCHGEAR BUS FROM BEING ENERGIZED BY TWO SOURCES AT THE SAME TIME.

B ALL NEW SWITCHBOARDS, ATS'S, AND SWITCHGEAR SHALL BE PROVIDED WITH ARC-FLASH &

SHORT CIRCUIT LABELING COMPLIANT WITH NFPA 70E. GOVERNMENT SHALL PROVIDE ALL

REQUIRED INFORMATION FOR LABEL.

C ALL NEW BREAKERS SHOWN AS 2000A AND ABOVE SHALL BE 100% RATED.

D PROVIDE SPD WITH NEW SWITCHGEAR MSB-D AND SWITCHBOARD DISTRIBUTION J.

E ALL NEW BREAKERS RATED AT 1000A OR GREATER SHALL BE PROVIDED WITH GROUND-FAULT

PROTECTION. ALL NEW BREAKERS RATED 1200A OR HIGHER SHALL BE PROVIDED WITH ARC

ENERGY REDUCTION.

ELECTRICAL - KEYED NOTES

1 REMOVE EXISTING 2000A NORMAL FEEDER FROM ATS-5. PROVIDE NEW 2000A

FEEDER TO SWITCHGEAR MSB-D. LABEL 2000A BREAKER IN MSB-A AS SPARE.

PATCH EXISTING HOLES IN EXISTING PULL BOX.

2 CONTRACTOR TO PROVIDE SECONDARY CONDUCTORS AND SUS SHALL MAKE

FINAL CONNECTIONS TO TRANSFORMER. SUS SHALL PROVIDE UTILITY

TRANSFORMER AND PRIMARY FEEDER.

3 PROVIDE (6) SETS OF (4)#400, #250G, IN CONTRACTOR PROVIDED PULL BOX

MOUNTED ON TOP OF SWITCHGEAR.

4 PROVIDE NEW GROUND RODS AND BOND NEW GROUNDS TO EXISTING

BUILDING GROUNDING SYSTEM.

5 PROVIDE NEW BREAKER IN EXISTING GEAR. MATCH EXISTING BREAKER TYPE,

MANUFACTURER, AND RATINGS.

6 PROVIDE REVERSE POWER RELAYS AS REQUIRED BY SUS. COORDINATE WITH

UTILITY.