796455_P1043_FinalDrawings_Vol_18.pdf

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LIGHTING PROTECTION

SYSTEM AIR TERMINAL 2

PAD-MOUNTED TRANSFORMER DETAIL

LIGHTNING PROTECTION SYSTEM AIR TERMINAL 2

SECONDARY COMPARTMENT

CONCRETE PAD

GRADE

CURRENT TRANSFORMERS

3-POLE FUSE BLOCK

WHD

#4/0 BARE

GROUND PAD (TYP OF 2)PRIMARY NEUTRAL

BUSHING INSERT

BREAK OIL SWITCH

2 POSITION LOAD

PRIMARY COMPARTMENT

ARRESTERS

SURGE

X0

DDC CIRCUIT

CABLE WELL

CORNER OF PAD.

OF 4, 1 AT EACH

GROUND ROD, TYP

MIN

2'-0"

TERMINATIONS

LOW VOLTAGE CABLE

DEMAND METER

WATTHOUR

EXPULSION FUSES

BAYONET OIL-IMMERSED

FUSES

CURRENT-LIMITING

OIL-IMMERSED

BUSHING WELL

TRANSFORMER

CONNECTOR

LOAD BREAK

SECONDARY CIRCUIT

INSULATION

#4/0, 600V

GRADE.

PAD. MIN 18" BELOW FINISHED

ENCIRCLING ENTIRE CONCRETE

#4/0 BARE COPPER GROUND LOOP

PRIMARY CIRCUIT

COPPER GROUNDING CONDUCTORS

#4/0, 600V INSULATION

SURFACE.

ABOVE THE PROTECTED

MINIMUM OF 10"

4. POINT EXTENDS A

OF THE POINT.

VERTICAL POSITIONING

ADJUST BASE TO ENSURE

CONTRACTOR TO FIELD

SCREWS. INSTALLING

STAINLESS STEEL TEK

WITH FOUR #10 x 1"

POINT BASE. SECURE

3. ALUMINUM STRAP TYPE

STEEL TEK SCREW.

#10 x 1" STAINLESS

SECURE WITH

CABLE FASTENER.

2. ALUMINUM LOOP TYPE

BLUNT TIP.

AIR TERMINAL WITH

1. 5/8" SOLID ALUMINUM

NOTES:

NOTE 1

NOTE 3

NOTE 2

NOTE 4

THE PROTECTED SURFACE

MINIMUM OF 10" ABOVE

5. POINT EXTENDS A

4. ADHESIVE POINT BASE

3. ADHESIVE CABLE HOLDER

PROTECTION CONDUCTOR

2. ALUMINUM LIGHTNING

TIP

TERMINAL WITH BLUNT

1. 5/8" SOLID ALUMINUM

NOTES:

NOTE 2

NOTE 4

NOTE 3

NOTE 1

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LIGHTING PROTECTION SYSTEM AIR TERMINAL 1

LIGHTING PROTECTION SYSTEM - DOWN CONDUCTOR

POINT EXTENDS MINIMUM OF 10" ABOVE THE PROTECTED SURFACE.5.

2 FEET MAX FROM EDGE OF ROOF.4.

ALUMINUM STANDING SEAL CLIP.3.

ALUMINUM STANDING SEAM BASE.2.

5/8" SOLID ALUMINUM TERMINAL WITH BLUNT TIP.1.

NOTES:

NOTE 4

NOTE 2

NOTE 3

N O

T E

NOTE 1

ALUMINUM LOOP TYPE CABLE FASTENER SECURE WITH #10 x 1" STAINLESS STEEL TAK SCREW.3.

ALUMINUM STANDING SEAM CLIP.2.

ALUMINUM SECONDARY BONDING LUG SECURE WITH #10 x 1" STAINLESS STEEL TAK SCREW.1.

NOTES:

NOTE 1

NOTE 3

NOTE 2

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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796455

License Number F-0699 Tel: 919-875-4311

Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

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No 60201

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FIRE STOP - WALL

NOTE 1

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 2

PN-STI EZDP333GK4.

WALL FILL MATERIAL3.

CABLES2.

FIRESTOP DEVICE1.

NOTES:

RAILING MOUNTED EQUIPMENT SUPPORT

4"

/2

FRONT SIDE

NOTE 1

NOTE 2

NOTE 4

NOTE 7

NOTE 6

NOTE 5

NOTE 3

NOTES:

3/16" PLATE7.

NUTS AND LOCKWASHERS 6.

5/16" DIA U-BOLTS, LENGTH AS REQUIRED5.

1/2" RADIUS4.

DEVICE BOX3.

ROUND EDGES2.

RAILING1.

WITH STEEL MEMBERS AND CONNECTIONS PER SPECIFICATIONS.

AT ALUMINUM RAILING, PROVIDE PROTECTION FOR ALUMINUM IN CONTACT A.

DEVICE MOUNTING - WALL OR COLUMN

NOTES:

FLOOR OR PLATFORM8.

PIPE STRAP7.

CONDUIT6.

WIRING DEVICE OR ELECTRICAL EQUIPMENT 5.

WALL OR COLUMN 4.

FOR CONTROL STATIONS MOUNT AT 4'-0"±3.

ANCHORS. LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR.

BOXES 6 INCHES SQUARE AND LESS SHALL BE SUPPORTED BY TWO2.

MOUNT ENCLOSURE ON 1/2" SPACERS OF 1/2" SCHEDULE 80 PVC CONDUIT.1.

NOTE 1 & 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

CONDUIT TO TRAY FITTING

NOTE 2

NOTE 3

NOTE 4

NOTE 1

CONDUIT4.

TRAY SIDE RAILS

3/4" - 1 1/4". ATTACHES TO BASKET

CONDUIT FITTING FITS CONDUIT SIZES 3.

UTP CABLES2.

BASKET TRAY1.

NOTES:

C4

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EXTERIOR LIGHT CONTROL DIAGRAM

AREA

TYPICAL FOR:

120VAC

PC

NOTE 1

RELAY

PHOTOCELL

120VAC

OFF

REMOTEHAND

TO PLC600

"IN REMOTE"

OOX

OOX

XOO

PC1

C

STATION (X)

CONTROL

CONTACTOR (Y)

PER PLANS

PANELBOARD

TOLOCATED AT STURCTURE)

CONTROL STATION (X)

PER PLANS

LOADS

TO LIGHTING

TO OTHER CONTROL STATIONS & CONTACTORS

AS REQ'D

CONTACTS

PC1

TO PLC 600

PHOTOCELL INPUT

LOCATED AT CONCENTRATE CLARIFIER BUILDING.2.

BUILDING.

TO CONTROL ALL CONTACTORS. LOCATE RELAY IN ELECTRICAL CONCENTRATE CLARIFIER

PROVIDE RELAY IN A NEMA 12 ENCLOSURE. PROVIDE NUMBER OF CONTACTS SUFFICIENT1.

NOTES:

CONCENTRATE TANK & REPUMP - -

NOTE 2

CONTACTOR (Y)

NOTE 2

PHOTOCELL

SCALE: NTS

EXTERIOR BUILDING LIGHT CONTROL

N

120V OFF

PHOTOCELL

PHOTOCELL

AS SHOWN

ON ENGRAVED PLATE

POSITIONS INDICATED

SWITCH (SL) WITH SWITCH

TYP

LUMINAIRE,

ON

A3 A1

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LUMINAIRE MOUNTING

POLE CAP

REMOVABLE

SCHEDULE

PER LUMINAIRE

LUMINAIRE

PLATFORM

CONCRETE

GROUT

POLE MANUFACTURER

FURNISHED BY

MOUNTING BRACKET

PER PLANS

COVER WHERE REQUIRED

AND WETHERPROOF

DUPLEX RECEPTACLE

M

IN

± 6-5/8"

10' POLE

4" SQUARE

SHEAR = 2.3 KIP

MOMENT = 11.5 KIP*FT

LEVEL LOADS

POLE ANCHORAGE DESIGNED FOR THE FOLLOWIG STRENGTH2.

HANDRAILS.

CONTRACTOR SHALL COORDINATE POLE LOCATIONS WITH1.

NOTES:

4-1/2" MIN

M

IN

LEVELING NUTS

BOLTS AND

55 HEAVY HEX

F1554 GRADE

(4) 3/4" DIA ASTM

CAST-IN-PLACE

S L

A B T

H

IC

K N

E S

S

POLE

TURN UP INSIDE

ROUTE IN SLAB,

(2) 3/4" CONDUITS

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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PEDESTAL MOUNTED DEVICE

ELECTRICAL EQUIPMENT SUPPORT

TYP

3/16

A.

3/16

3" 3"

SECTION

B.

48" MAXIMUM

M A

X

IM

U

10"

1 1/4"

GENERAL NOTES:

NOTES:

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

N O

T E

NOTE 2

NOTE 10

NOTE 9

(4 EACH BASE)

1/2" CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS,10.

NON-SHRINK GROUT9.

PROVIDE HDPE SPACER BETWEEN ALUMINUM AND CONCRETE, IF ALUMINUM IS USED.8.

LENGTH PER EQUIPMENT REQUIREMENTS.

CHANNEL(4x2.16 IN SEISMIC ZONES 0 AND 1, 6x3.00 IN SEISMIC ZONES 2 AND HIGHER)7.

1/2" RADIUS 6.

1/2" PLATE5.

1/4" PLATE, ROUND EDGES; SIZE PER EQUIPMENT REQUIREMENTS.4.

3/4" RADIUS3.

STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION.

200 LBS, SIZE POSTS AND CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO

FOR HEIGHTS EXCEEDING 5'-0" OR WEIGHT OF MOUNTED EQUIPMENT EXCEEDING2.

ABOVE FINISHED GRADE. MINIMUM WIDTH 24 INCHES.

LONGER THAN THE MOUNTING PLATE BY ONE HALF THE HEIGHT OF THE MOUNTING PLATE

AT GRADE WITH #4 BAR @ 12" OC EACH WAY, CENTERED. THE PAD SHALL BE 12 INCHES

WALL OR PLATFORM, FOR YARD LOCATIONS PROVIDE A 6 INCH THICK CONCRETE PAD 1.

USE WASHER AND SPLIT LOCK WASHER UNDER ALL NUTS.

SEE INSTRUMENTATION AND CONTROL DETAILS.

PROVIDE SUN SHIELD FOR INSTRUMENTS AND CONTROL STATIONS WITH LIGHTS,

EQUIPMENT MOUNTING

6"

MIN TWO 1/2" CONCRETE ANCHORS PER POST

CHANNEL POST BASE ATTACH TO FLOOR WITH 11.

CHANNEL PIPE CLAMP10.

MIN 1 5/8"x1 5/8" 12 GAUGE FRAMING CHANNEL9.

1/2" RADIUS8.

HAND SWITCH 7.

1/4" PLATE, SIZE AS REQUIRED, ROUND EDGES6.

CHANNEL SPRING-NUT5.

FLAT PLATE BRACKET4.

ATTACH TO CEILING PURLINS.

MIN 1 5/8"x1 5/8" 12 GAUGE FRAMING CHANNEL, 3.

JUNCTION BOX2.

CONDUIT 1.

NOTES:

GENERAL NOTES:

NOTE 3

NOTE 4

NOTE 5

NOTE 1

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 2

LOADS.

CONNECTIONS FOR VERTICAL AND LATERAL

SIZE SUPPORT POST, CROSS CHANNELS, ANDA.

A.

B.

M A

X

IM

U M

A P

P R

O X

ALL NUTS AND BOLTS.

USE WASHER AND SPLIT-LOCK WASHERS UNDER

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 7

SHALL BE SUPPORTED BY 2 CHANNELS.

THAN 3 SQUARE FEET OR WIDER THAN 18 INCHES

EQUIPMENT HAVING A FRONTAL AREA GREATER

GRADE7.

(2) 5/8" DIA CONCRETE ANCHORS.6.

PROVIDE HDPE SPACER, IF ALUMINUM IS USED.5.

6" CHANNEL4.

DEVICE3.

CONCRETE WALL2.

EDGES, WELD TO CHANNEL.

PROVIDE 1/4" PLATE, SIZE AS REQUIRED, ROUND 1.

3/16

3/16

10"

PLANOVERSIZED DEVICES

ELEVATION

1 1/4"

M A

X

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NOTES:

GENERAL NOTES:

B.

A.

C.

D.

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 1

NOTE 10

1/2" CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS, TYPICAL OF 4.10.

NON-SHRINK GROUT9.

USED.

PROVIDE HDPE SPACER BETWEEN ALUMINUM AND CONCRETE, IF ALUMINUM IS 8.

C4x2.167.

CONTROL STATION OR OTHER DEVICES.6.

1/4" PLATE, SIZE AS REQUIRED FOR OVERSIZED DEVICES.5.

1/4" MOUNTING PLATE, (18" MAX, WIDTH), ROUND EDGES, 1/2" RADIUS.4.

1/2" PLATE3.

1/2" RADIUS2.

WITH 3#4 REBAR EACH WAY, CENTERED FLOOR OR PLATFORM.

FOR YARD LOCATIONS, PROVIDE 2'-0" SQUARE x 6" THICK CONCRETE PAD AT GRADE1.

INDICATED.

GREATER THAN 2'-0" SQ FT SHALL BE PEDESTAL MOUNTED UNLESS OTHERWISE

CONTROL STATIONS DEVICES AND EQUIPMENT HAVING A FRONTAL AREA NOT

USE WASHERS AND SPLIT-LOCK WASHERS UNDER ALL NUTS.

SEE INSTRUMENTATION AND CONTROL DETAILS.

PROVIDE SUNSHIELDS FOR INSTRUMENTS AND CONTROL STATIONS WITH LIGHTS,

EQUIPMENT MOUNTING PEDESTAL

INSUFFICIENT USE DETAIL E-803, C1

WHERE EQUIPMENT REQUIRES A LARGE BACKPLATE AND A SINGLE SUPPORT LEG IS

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SATISFACTORY TO

APPROVED

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DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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ADIROL

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CONDUIT SUPPORT ON STRUCTURE

4"

/2 " 1 /4

1/2"

TOP

FRONT SIDE

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

APPLETON "STN" CONDUIT CONNECTOR.6.

APPLETON "ST" CONDUIT CONNECTOR.5.

FLEXIBLE CONDUIT4.

MATERIAL REQUIREMENTS.

REFERENCE AREA CLASSIFICATION TABLES FOR

3/8" DIA MIN, CONCRETE ANCHOR, AS SPECIFIED. 3.

12 GAUGE METAL 2.

DRILL HOLE, AS REQUIRED FOR CONDUIT FITTING.1.

COVER THIS

COVER THIS

LUG, TYPICAL 8.

SIGNAL LEADS7.

SHRINK TUBING6.

SHIELD5.

GREEN INSULATED WIRE4.

CRIMPED SPLICE CONNECTOR3.

WRAPPED SHIELD 2.

OUTER JACKET 1.

SHRINK TUBING

PORTION WITH

SHRINK TUBING

PORTION WITH

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 1

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 5

NOTE 6

NOTE 6NOTE 7

NOTE 7

NOTE 8

WHERE GROUNDING IS REQUIRED.

TERMINATED IN ACCORDANCE WITH THIS DETAIL

ALL SHIELDED INSTRUMENTATION CABLE SHALL BE A.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

THAT ONE CONDUIT TO SUPPORT.

THIS DETAIL APPLIES ONLY WHEN THERE IS MORE A.

TABLES FOR MATERIAL REQUIREMENTS.

FORMED CHANNEL. REFERENCE AREA CLASSIFICATION 5.

MATERIAL REQUIREMENTS.

REFERENCE AREA CLASSIFICATION TABLES FOR

3/8" DIA MIN, CONCRETE ANCHOR, AS SPECIFIED. 4.

WALL OR COLUMN3.

CONDUIT2.

CONDUIT CLAMP 1.

M A

X

IM

U M

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

SPLIT LOCK WASHERS UNDER ALL NUTS AND BOLTS.

SUPPORTED BY TWO CHANNELS. INSTALL RING AND

3 SQUARE FEET OR WIDER THAN 18 INCHES SHALL BE

EQUIPMENT HAVING A FRONTAL AREA GREATER THAN A.

FOR MOUNTING TO STRUCTURAL STEEL.

(2) 5/8" CONCRETE ANCHORS. USE (2) 5/8" BOLTS 8.

SPECIFIED, IF ALUMINUM IS USED.

PAINT ALUMINUM IN CONTACT WITH CONCRETE AS 7.

CONDUIT CLAMP6.

C6X10.5 CHANNEL5.

RAILING4.

REQUIRED, ROUND EDGES, WELD TO CHANNEL.

FOR OVERSIZE DEVICE PROVIDE 1/4" PLATE SIZE AS 3.

DEVICE2.

12/" RADIUS1.

FLEXIBLE CONDUIT SUPPORT TERMINATION OF SHIELDED INSTRUMENTATION CABLE

PEDESTAL MOUNTED DEVICE AT RAILING

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DRAWFORM REVISION: 31 JANUARY 2017

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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E F

O R

P

ADIROL

F

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A3

SCALE: NTS

X X X X X

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 7

NOTE 5

NOTE 6

NOTE 6

NOTE 10

NOTE 8

NOTE 9

NOTES:

GENERAL NOTES:

TOP SLAB/ DECK10.

STRAIN RELIEF CORD GRIP9.

RECOMMENDATIONS.

INSTALL PER MANUFACTURERS

MANUFACTURED BY SIKA CHEMICAL CORP.

CONCRETE SLAB W/SIKADUR HI-MOD GEL AS

HOOK BOLT (5/8" MIN DIA) EPOXY BOLT INTO 8.

CONDUIT SLEEVE (2" MINIMUM)7.

INSULATING BUSHING 6.

[MSC]5.

CORD FITTING4.

JUNCTION BOX3.

STATION AND DISCONNECT ON HANDRAIL.

MOUNT CONDUIT ROUTED TO CONTROL 2.

HANDRAIL1.

M

IN

4" MINIMUM 3" MINIMUM4" MINIMUM

M

IN

IM

U M

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

X X X X X

NOTES:

INTERIOR

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6NOTE 6

NOTE 7

NOTE 7

NOTE 8

NOTE 9

NOTE 10

SOURCE CABLE5.

ENCLOSURE4.

SPARE CONDUCTORS3.

SPARE TERMINALS AS REQUIRED BY SPECIFICATIONS (25% MINIMUM).

PROVIDE ONE TERMINAL FOR EACH CONDUCTOR ENTERING OR LEAVING "TJB". PROVIDE2.

LOAD CABLES1.

A4

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SUBMERSIBLE PUMP W/ REMOTE CONTROL STATION

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTES:

GROUND ROD6.

GROUNDING CONDUCTOR, TYPICAL.5.

GRAVEL4.

GROUNDING WELL3.

TYPE ABG, OR EQUAL.

GROUNDING CONNECTORS: "O-Z/GEDNEY" 2.

GRADE1.

GROUNDING BUSHING4.

METAL CONDUIT3.

EQUIPMENT ENCLOSURE2.

GROUND WIRE1.

NOTES:

GENERAL NOTES:

GROUNDED IN ACCORDANCE WITH THIS DETAIL.

GROUNDED BY THE SPECIFICATIONS SHALL BE

THE ENDS OF ALL CONDUITS REQUIRED TO BE A.

NOTE 1

NOTE 2

NOTE 3

NOTE 4

TERMINAL JUNCTION BOX (TJB)

SUBMERSIBLE PUMP/MIXER CONTROL STATION GROUND TEST WELL CONDUIT GROUNDING

AND PUMPS.

BETWEEN CONTROL STATION, DISCONNECT,

CONDUIT AND CONDUCTOR CONNECTIONS B.

SEE DRAWINGS.

FOR CONTROL STATION MOUNTING DETAILS, A.

MSC10.

CORD FITTING9.

TOP SLAB/DECK 8.

INSULATING BUSHING7.

STRAIN RELIEF CORD GRIP6.

RECOMMENDATIONS.

INSTALL PER MANUFACTURERS

MANUFACTURED BY SIKA CHEMICAL CORP.

CONCRETE SLAB W/SIKADUR HI-MOD GEL AS

HOOK BOLT (5/8" MIN DIA) EPOXY BOLT INTO 5.

CONDUIT SLEEVE (2" MINIMUM)4.

CONTROL STATION SUPPORT, E-803, C13.

TERMINAL JUNCTION BOX (TJB).2.

TERMINAL BLOCKS, E-805, C3.1.

C4

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DB

DB

DB

D B

T Y

P

M

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CONDUCTOR

GROUNDING

AS SPECIFIED, TYP

GROUND ROD

SEE A3/E-805

GROUND TEST WELL,

GROUNDING PAD

TO TOWER

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NON-METALLIC CONDUIT10.

GROUND CONDUCTOR9.

GROUND BUS BAR8.

FLOOR7.

BUSHING6.

CONNECTION TO CONDUCTOR.

EXOTHERMIC WELD OR COMPRESSION

GROUND CONDUCTOR CONNECTOR.5.

WASHERS. SIZE TO SUIT, TYPICAL.

SILICON BRONZE BOLTS, NUTS AND 4.

WALL3.

SCHEDULE 80 PVC SPACER2.

5/8" ANCHOR BOLT 1.

GENERAL NOTES:

NOTES:

NOTE 1

NOTE 2

NOTE 4

NOTE 5NOTE 5

NOTE 6

NOTE 7

NOTE 10

NOTE 9

NOTE 8

NOTE 3

3/4" 2" 4" 4" 2" 3/4"

LENGTH TO SUIT

NOT TO EXCEED 24".

MAXIMUM SPAN BETWEEN SUPPORTS A.

AS REQUIRED,

MINIMUM

1.5

M

IN

IM

U M

NOTES:

SINGLE RACK

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 2

NOTE 6

GENERAL NOTES:

A.

AS REQUIRED,

M

IN

IM

U M

M

IN

IM

MINIMUM

1.5

GENERAL NOTES:

NOTES:

DOUBLE RACK

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 3

NOTE 2

NOTE 1

M

IN

IM

U M

20' LONG MINIMUM, 2 TYP

M

IN

IM

U M

NOTES:

AS REQUIRED

BEND AROUND CORNERS

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 1

GROUND BUS BAR CONDUIT RACKING SYSTEM

GROUND ELECTRODE CONDUIT RACKING SYSTEM

BOTTOM OF FOUNDATION 5.

GROUNDING ELECTRODE4.

GROUND BUS BAR, E-806, C13.

GROUND CABLES2.

FINISH GRADE 1.

WITHOUT DISTURBING ADJACENT CONDUITS.

SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT

FRAMING CHANNEL.6.

CONDUIT SIZE AS REQUIRED. 5.

BOTTOM OF STEEL OR CONCRETE STRUCTURE.4.

REGISTERED IN THE STATE OF NORTH CAROLINA.

SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER

STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT

SIZE AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008,

3'-0" BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH #4 x

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE 3.

WALL.

SEISMIC BRACE TO ROOF OR FLOOR TOP OF BEAM ABOVE UNLESS BRACED TO

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.

1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND

SUPPORT RODS, CONNECTIONS AND BRACES AS REQUIRED BY SITE SPECIFIC

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE 2.

BETWEEN CONDUITS.

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING 1.

CONDUIT SIZE AS REQUIRED.6.

FRAMING CHANNEL.5.

BOTTOM OF STEEL OR CONCRETE STRUCTURE.4.

OF NORTH CAROLINA.

BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE

GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL

REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL

BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND SIZE AS

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH #4 x 3'-0"

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE 3.

BRACE TO ROOF OR FLOOR TOP OF BEAM ABOVE UNLESS BRACED TO WALL.

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. SEISMIC

RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT

RODS, CONNECTIONS AND BRACES AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE SUPPORT 2.

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING 1.

DISTURBING ADJACENT CONDUITS.

SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT D.

NORTH CAROLINA.

DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL BE

REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL

BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND SIZE AS

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH#4 x 3'-0"

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE C.

ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.

AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING

RODS, CONNECTIONS AND BRACES AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE SUPPORT B.

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING A.

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 6

NOTE 5

NOTES:

GENERAL NOTES:

DETAIL.

REQUIRED SHALL BE MADE IN ACCORDANCE WITH THIS

AND NO JUNCTION BOXES OR CONTROL DEVICES ARE

DEVICE WHERE A FLEXIBLE CONNECTION IS REQUIRED

INSTALLATION OF CONDUIT TO A MOTOR OR OTHER A.

L E

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T H A

S R

E Q

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IR

E D

NOTE 4

NOTE 5

NOTE 6

NOTE 1

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 2

NOTE 3

USE WITH "FLOATING" SLAB OR DRILLED HOLE.11.

ELBOW10.

THREADED COUPLING9.

TABLES FOR MATERIAL REQUIREMENTS.

MINIMUM TWO 1/2" DIA CONCRETE ANCHORS, REFERENCE AREA CLASSIFICATION 8.

IF AL IS USED.

PROVIDE FELT SPACER OR BITUMASTIC COATING BETWEEN AL AND CONCRETE7.

SPACER6.

CONDUIT5.

FLEX TO EQUIPMENT 18" MINIMUM4.

CONDUIT CLAMP3.

SEALANT WHERE CONDUIT PASSES THROUGH SLAB.

PROVIDE A PVC SLEEVE AND FILL WITH ONE PART POLYURETHANE IMMERSIBLE 2.

GREATER THAN 2'-6" TALL, SIZE ANGLE SUPPORT PER SPECIFICATION 01 88 15.

SIZE ANGLE FOR CONDUIT, MINIMUM L 2 1/2 x 2 1/2 x 3/16,FOR ANY ANGLE 1.

NOTES:

GENERAL NOTES:

B.

C.

A.

END OF THE CONDUIT.

PROVIDE SUPPORT FOR ALL PVC CONDUIT WITHIN 3 INCHES OF THE

AN EQUIPMENT BASE, WALL, COLUMN, ETC, AS REQUIRED ABOVE.

ARE NOT OTHERWISE SUPPORTED IN A RIGID MANNER SUCH AS AGAINST

THIS DETAIL SHALL BE USED FOR SUPPORT OF ALL CONDUITS WHICH

OF THE CONDUIT.

THAN 18 INCHES OUT OF THE SLAB WITHIN 3 INCHES OF THE END

PROVIDE SUPPORT FOR ALL METAL CONDUITS WHICH EXTEND MORE

A3

SCALE: NTS

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 2

NOTES:

RING WHERE APPLICABLE.

GROUND ROD, TIE INTO BUILDING GROUND5.

GROUND CONDUCTOR4.

METAL STAIR FRAMING3.

5/8" CAPSCREW, NUT, AND LOCKWASHER.

TERMINATE CONDUCTOR TO FLAT COMPRESSION,2.

HANDRAIL1.

M E

T E

R

O U

T S

ID

E

P L

U S (M

IN

O F C

O N

D U

IT

NOTE 1

NOTE 2

NOTE 3

NOTE 4

CONDUIT4.

INSULATION AS REQUIRED TO FILL CAVITY3.

PIPE SLEEVE OR CORE DRILLED HOLE IN CONCRETE WALL. 2.

METAL ESCUTCHEON, TYPICAL 1.

NOTES:

GENERAL NOTES:

BE INSTALLED IN ACCORDANCE WITH THIS DETAIL.

CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL SHALL A.

NOTE 1

NOTE 2

NOTE 3

NOTE 4

CATWALK CHANNEL FOR CONDUIT INSTALLATION.

CONDUIT SUPPORT CHANNEL PROVIDED AS PART OF4.

CONDUIT CLAMPS3.

CATWALK CHANNEL2.

CATWALK FLOOR1.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

OVERSIZE SLEEVE 3.

ADJUSTABLE GLAND LOCATED WHERE ACCESSIBLE.2.

INSIDE OF STRUCTURE1.

NOTES:

GENERAL NOTES:

OF BUILDING EXTERIOR WALLS ARE BELOW GRADE.

USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS A.

CONDUIT TO EQUIPMENT FROM CEILING CONDUIT TRANSITION AND SUPPORT

GENERAL STAIRWAY GROUNDING INTERIOR WALL PENETRATION CONDUIT RACKING SYSTEM WATERTIGHT WALL CONDUIT SEAL

"T" CONDULET 6.

CONDUIT (1" MINIMUM SIZE)5.

FLOOR4.

CLASSIFICATION TABLES FOR MATERIAL REQUIREMENTS.

FLOOR FLANGE AND A MINIMUM OF 4 CONCRETE ANCHORS 3/8" DIA MIN. REFERENCE AREA 3.

FLEX CONDUIT TO MOTOR OR OTHER DEVICE.2.

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.

1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND

SUPPORT, SIZE TOP AND ANY INTERMEDIATE LATERAL SUPPORTS AS REQUIRED BY SITE 1.

ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.

SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND

REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008,

LOCATE AND SIZE SUPPORTS FOR VERTICAL AND LATERAL LOADS AS A.

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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O R

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ADIROL

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A4

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REFERENCE AREA CLASSIFICATION TABLES FOR MATERIAL REQUIREMENTS.

POST BASE ATTACHED TO FLOOR WITH MINIMUM 1/2" DIA CONCRETE ANCHORS,9.

VERTICAL SUPPORT CHANNEL FRAMING.8.

CONDUIT RISER, TYPICAL. 7.

FOUR HOLE TEE PLATE, (TYPICAL EACH CROSS MEMBER).6.

MULTI-GRIP PIPE CLAMP, TYPICAL.5.

CROSS SUPPORT CHANNEL, LENGTH AS REQUIRED, TYPICAL.4.

CONNECTION TO ALLOW FOR 5/8" VERTICAL STRUCTURE DEFLECTION.3.

CONCRETE ANCHORS.

POST BASE ATTACHED TO UNDERSIDE OF STRUCTURE WITH MINIMUM 1/2" 2.

VALUES ALLOWED BY NEC.

LENGTH AS REQUIRED TO LIMIT UNSUPPORTED CONDUIT LENGTH TO MAXIMUM 1.

NOTES:

GENERAL NOTES:

N O

T E

N O

T E

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

/4

GENERAL NOTES:

B.

A.

NOTE 4

NOTE 3

NOTE 2

NOTE 1

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 10

NOTE 9 PROVIDE CONTINUOUS GROUND PATH PER NEC REQUIREMENTS.10.

CONDUIT, TYPICAL 9.

HUB8.

CLAMP, TYPICAL 7.

CLOSED CELL NEOPRENE6.

PREMOLDED JOINT FILLER5.

OR APPROVED EQUAL.

FLEXIBLE NEOPRENE SLEEVE CROUSE-HINDS "XD", APPLETON "DF"4.

ADAPTER REQUIRED FOR PVC CONDUITS.3.

CONDUIT, SIZE PER PLANS2.

OF GRS CONDUIT EACH SIDE OF FITTING.

PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES (MIN) LENGTH1.

CONCRETE ENCASED CONDUITS.

DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THE UNDERGROUND

EXPANSION JOINTS.

DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL

EXPANSION JOINT

BONDING JUMPER STRAP

EXTERNAL TIN PLATED COPPER BRAID GROUNDING3.

CLAMP AND U-BOLT2.

CONDUIT 1.

GENERAL NOTES:

NOTES:

NOTE 2

NOTE 3

NOTE 1

JOINTS OR 100' INTERVALS.

COUPLINGS TO BE INSTALLED AT CONCRETE EXPANSION A.

JUMPER STRAP.

EXTERNAL TIN PLATED COPPER BRAID GROUNDING BONDING 6.

MOVEMENT.

WEATHERPROOF EXPANSION FITTING PROVIDE 4" CONDUIT5.

CLAMP AND U-BOLT4.

CONDUIT3.

ONE-PART POLYURETHANE IMMERSIBLE SEALANT.

USE CONDUIT SLEEVE WHERE CONCRETE OCCURS. FILL WITH A 2.

FINISH GRADE OR CONCRETE.1.

GENERAL NOTES:

NOTES:

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 3

NOTE 2

NOTE 1

AS SHOWN ON DRAWINGS.

OUTSIDE BUILDING AND CONNECTED TO BLDG EXTERIORS

USE THIS DETAIL FOR CONDUITS ROUTED FROM DUCT BANKS A.

STRUCTURAL SLAB3.

CONDUIT. FOR TYPE REQUIRED, SEE SPECIFICATIONS.2.

SLAB.

EXPANDABLE COMPOUND WHERE CONDUIT PASSES THROUGH

PROVIDE A PVC SLEEVE AND FILL WITH A SUITABLE PLASTIC 1.

GENERAL NOTES:

NOTES:

NOTE 1

NOTE 2

NOTE 3

WITH THIS DETAIL.

EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE

ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND A.

CONDUIT4.

COUPLING3.

PLUG2.

FINISHED FLOOR1.

GENERAL NOTES:

NOTES:

NOTE 1

NOTE 4

NOTE 2

NOTE 3

ACCORDANCE WITH THIS DETAIL.

FOR FUTURE EXTENSION SHALL BE INSTALLED IN

CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB A.

VERTICAL CONDUIT SUPPORT EXPANSION/DEFLECTION COUPLING

CONDUIT EXPANSION JOINT EXPANSION FITTING FOR SOIL MOVEMENT FLUSH CONDUIT STUB

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.

RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT

AND LATERAL LOADS AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON

SIZE SUPPORT POST, CROSS CHANNELS, AND CONNECTIONS FOR VERTICAL A.

N A

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

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Sophia Schwartz, via email

STATE OF

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3"

3"

3" CLR, (TYPICAL BOT).5.

2" CLR, (TYPICAL TOP AND SIDES).4.

#4 LONGITUDINAL BARS @18" OC MAXIMUM, WITH 2'-0" LAP.3.

#4@18" OC, TYPICAL2.

WHERE INDICATED ON DUCT BANK SCHEDULE.

#4/0 COPPER GROUND CONDUCTOR, TYPICAL. PROVIDE ONLY 1.

M

IN

IM

U M

MINIMUM

4"

MINIMUM

4"

M

IN

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U M

MINIMUM

4"

MINIMUM

4"

M

IN

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U M

M

IN

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U

M MINIMUM

4"

MINIMUM

4"

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IN

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NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

3" 3"

3" 3"

MINIMUM

4"

MINIMUM

4"

MINIMUM

4"

M

IN

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NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

UP TO 2'-0"

ELEVATION

DETAIL A DETAIL B

WITH SPECIFICATIONS AND CLASSIFICATION TABLES.

ALL CONTRACTOR FURNISHED METALS SHALL BE IN ACCORDANCEB.

MP-HUSKY TYPE PS-2622S SWIVEL JOINT CLAMP.

FOR APPLICATIONS REQUIRING A SWIVEL JOINT USE AA.

3" MINIMUM

2" MAXIMUM

6'-0" MAXIMUM

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3 NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 12

NOTE 13

D = 2"MIN FOR <2 INCH CONDUIT

D = 3"MIN FOR 2"-6" CONDUIT

PLASTIC, MAGNETIC 3" WIDE.7.

SPACERS6.

#12 GALV IRON TIE DOWN WIRE, MAXIMUM 4'-0" APART.5.

FINISH GRADE4.

COMPACTED EARTH BACKFILL.3.

ABOVE AND 3" BELOW CONDUITS, HAND TAMP.

BACKFILL WITH BEDDING AND PIPE ZONE MATERIAL 3" 2.

2'-0" MINIMUM (< 600 VOLTS) 3'-0 MINIMUM (> 600 VOLTS)1.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

AND POWER CONDUIT (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 6" CONCRETE OR 18" OF WELLD.

AND POWER CONDUITS (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 4" CONCRETE OR 12" OF WELL C.

WHERE INDICATED ON DUCT BANK SCHEDULE.

#4/0 GROUND CONDUCTOR, TYPICAL, PROVIDE ONLY B.

IN ACCORDANCE WITH THIS DETAIL.

INCLUDE THREE OR MORE CONDUITS SHALL BE MADE

INSTALLATION OF DIRECT BURIAL DUCT BANKS WHICH A.

DUCT BANK DUCT BANK

CONDUIT SUPPORT FROM STEEL BEAM TYPICAL UNDERGROUND CONDUIT

#4 @ 18" CTRS, VERT LEGS 1'-6" MINIMUM. 4.

REBAR, CONDUIT SEPARATION AND CONCRETE COVER.

FOR LARGER DUCT BANKS, CONTINUE PATTERN OF3.

#4 @ 18" CTRS, VERT LEGS 1'-0" MINIMUM. 2.

ONLY WHERE INDICATED ON DUCT BANK SCHEDULE.

#4/0 COPPER GROUND CONDUCTOR, TYPICAL, PROVIDE1.

AND POWER CONDUIT (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 6" CONCRETE OR 18" OF WELLD.

AND POWER CONDUITS (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 4" CONCRETE OR 12" OF WELL C.

SIDE OF ROADWAY.

UNDER ROADWAYS PLUS 2 FEET ON EITHER

REBAR REINFORCEMENT REQUIRED ONLYB.

DUCT RUNS.

3/4" MINUS, UNDER ALL CONCRETE ENCASED

PROVIDE 6" MINIMUM COMPACTED GRAVEL,A.

AND POWER CONDUIT (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 6" CONCRETE OR 18" OF WELLE.

AND POWER CONDUITS (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 4" CONCRETE OR 12" OF WELL D.

FOR LARGER DUCT BANKS, SEE C3/E-809C.

PLUS 2 FEET ON EITHER SIDE OF ROADWAY.

REBAR REINFORCEMENT REQUIRED ONLY UNDER ROADWAYS B.

ALL CONCRETE ENCASED DUCT RUNS.

PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4" MINUS, UNDER A.

TO ROOF OR FLOOR DECK/SLAB ABOVE UNLESS BRACED TO WALL.

ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. BRACE

SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT

SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL

SIZE SUPPORT RODS, CONNECTIONS AND BRACES AS REQUIRED BY

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND

Z-PURLING MALLEABLE ELECTRO-GALVANIZED C-CLAMP, OR EQUAL. 13.

FRAMING CHANNEL, WELD IN PLACE.12.

COLUMN11.

1/2" DIA MINIMUM CONCRETE ANCHOR, TYPICAL. 10.

PLATE, 1/4" THK x 6" SQ9.

WELD8.

SEE DETAIL A OR B 7.

FRAMING CHANNEL, TYPICAL 6.

ELEVATIONS VARY, SEE PLANS. 5.

FRAMING CHANNEL 4.

NUT AND PLATE WASHER, TYPICAL. 3.

ALL THREADED 1/2" DIA MINIMUM ROD UNISTRUT, UNIROD OR EQUAL.2.

SUPPORT STEEL 1.

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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NI

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C3

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HANDHOLE REQUIREMENTS

CRUSHED ROCK7.

BOX AND COVER6.

COMPACTED EARTH 5.

SECTIONAL BOX WHEN REQUIRED.4.

SKID RESISTENT SURFACE. 3.

PULL SLOT2.

STAINLESS STEEL HEX BOLT AND WASHER.1.

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 6

NOTE 5

NOTE 7

LA

BEL

OPTIC CABLE INSTALLATION.

ELECTRICAL CIRCUITS. "FIBER OPTIC" FOR FIBER

PROVIDE LABEL "ELECTRICAL" ON COVER FOR C.

PROVIDE WITH (2) 2 1/2" MOUSEHOLES.B.

PROVIDE STAINLESS STEEL BOLTS AND INSERTS.C.

10" x 10" AREA.

LOAD OF NO LESS THAN 15,000 LBS OVER A

COVER AND BOX SHALL WITHSTAND A SERVICE B.

OF NO LESS THAN 10,000 psi.

REINFORCING WITH COMPRESSIVE STRENGTH

REINFORCED WITH A HEAVY WEAVE FIBERGLASS

HOUSING SHALL BE A POLYMER CONCRETE A. V

A

R

IE

S A

S

2'-6" MINIMUM

MINIMUM

1'-0" MINIMUM

1'-0"

M

IN

IM

U M

M

IN

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U M

MINIMUM

6"

D E

P T

H V

A R

IE

S

WIDTH VARIES

NOTES:

N U

M B

E R O

F D

U C

T S

R E

Q U

IR

E D P

E R

SECTION

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 12

NOTE 13

NOTE 1

NOTE 2

NOTE 4

NOTE 5

NOTE 6

NOTE 14

N O

T E

C1, E-810

A1, E-810

CONDUIT6.

COMPACTED BEDDING AND PIPE ZONE MATERIAL.5.

PLASTIC, MAGNETIC 3" WIDE DETECTABLE TAPE.4.

COMPACTED EARTH BACKFILL.3.

SEE TRENCH AC TOPPING DETAIL (IF APPLICABLE).2.

FINISH GRADE1.

M

IN

IM

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V

O L T S

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V

O L T S

(1-DUCT)

8" MINIMUM

(2-DUCTS)

1'-2" MINIMUM

M

IN

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IN

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2" 2"

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

THIS DETAIL.

TWO OR LESS CONDUITS SHALL BE MADE IN ACCORDANCE WITH

INSTALLATION OF DIRECT BURIED DUCT BANKS WHICH INCLUDE A.

GENERAL NOTES:

3"

PLAN

G G

G

GG

G

G

G

WIDTH VARIES

W

ID

T H V

A R

IE

S

3'-0" MINIMUM

C3

99-E-510

C3

99-E-510

NOTES:

NOTES 1 & 2

NOTES 8

NOTES 7

NOTES 6

NOTES 5

NOTES 4

NOTES 3

N O

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S

GROUND CONDUCTOR8.

DUCT BANK 7.

GROUND CONDUCTOR6.

GROUND ROD5.

DUCT BANK 4.

"TELECOMMUNICATIONS"

FOR FIBER DATA, AND TELEPHONE CIRCUITS. SEE MANHOLE SCHEDULE, INSCRIBE3.

LESS POWER CIRCUITS.

INSCRIBE "ELECTRICAL LOW VOLTAGE" IF ALL CIRCUITS IN MANHOLE ARE 600V OR 2.

INSCRIBE "ELECTRICAL HIGH VOLTAGE" IF ANY CIRCUIT IN MANHOLE IS ABOVE 600V.1.

MANHOLE (MH) AND HANDHOLE (HH) - WITH GROUNDING

MANHOLE (MH) AND HANDHOLE (HH) - WITH GROUNDING

ON THE DRAWINGS.

SIZE MANHOLES AS PER NEC REQUIREMENTS UNLESS OTHERWISE NOTED14.

GROUND ROD, WHERE REQUIRED. 13.

8" MIN DRAIN WITH GRATE.12.

8 PULLING IRONS, 2 EACH CORNER (TOP AND BOTTOM).11.

TYPICAL.

GROUT TO FULL WALL THICKNESS AROUND PIPES AT KNOCKOUTS,10.

4 LIFTING INSERTS9.

FINISH GRADE8.

COVER WITH LOCKING BOLTS & SEALING RING.7.

10 CF 1" TO 1 1/2" GRAVEL, ALL AROUND DRAIN.6.

COMPACTED GRAVEL, 12" DEEP MINIMUM, 3/4" MINUS.5.

#4/0 GROUND CONDUCTOR, WHERE REQUIRED4.

CABLE RACK GROUND WHERE REQUIRED, TYPICAL. 3.

"C" CHANNEL INSERTS 3 EACH FACE FOR CABLE RACKS.2.

GRADING RINGS AS REQUIRED.1.

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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CABLE RACK CONDUIT MANHOLE ENTRANCE CONDUIT MANHOLE ENTRANCE

SIZE AS REQUIRED.

CABLE RACK, HOOKS AND INSULATORS, NUMBER AND1.

NOTES:

NOTE 1

B L

O C

K O

U T A

S R

E Q

U

IR

E D

INSIDE OF MANHOLE OR BUILDING. 2.

CONCRETE ENCASED DUCT BANK.1.

NOTES:

NOTE 1

NOTE 2

KNOCKOUTS, TYPICAL.

GROUT TO FULL WALL THICKNESS AROUND PIPES AT 5.

CONDUIT4.

OUTSIDE FACE OF MANHOLE WALL. 3.

END BELL2.

INSIDE FACE OF MANHOLE WALL. 1.

NOTES:

NOTE 2

NOTE 1 NOTE 3

NOTE 4

NOTE 5

PANELBOARD NAMEPLATE OSHA/NEC PLACARD

PANEL TYPE BACKGROUND LETTERING

208/120 VOLT, 60 HZ

480 VOLT, 60 HZ

EMERGENCY SERVICES

WHITE

RED

WHITE

BLACK

BLACK

WHITE

COLOR SCHEDULE

FROM BREAKER XXX

480V, 3 PHASE 3 WIRE, 60 HZ

1/4 "4 1/2 " 1/4 "

/8

/8

59PNL01

MOTOR CONTROL CENTER 59MCC01

1/8 " SPACING BETWEEN OTHER ROWS

1/4 " SPACING BETWEEN FIRST 2 ROWS

OTHER ROWS:

TOP ROW:

NOTE 1

NOTE 2

1/8 " LETTERS

3/8 " LETTERS

REQUIRED DATA

1/8" HOLE FOR POP RIVET, (2 PLACES).2.

BEVELED EDGES 1.

XXX = BASED ON FINAL DESIGN SHOP DRAWING

THIRD AND FOURTH LINES:

SECOND LINE:

FIRST LINE:

POWER SOURCE AND BREAKER

PHASE, VOLTAGE, FREQUENCY

PANEL DESIGNATION

AREA IN FRONT OF THIS

ELECTRICAL PANEL MUST BE

KEPT CLEAR FOR 42 INCHES

OSHA-NEC REGULATIONS

10"

/2

1/8" HOLE FOR POP RIVET, (2 PLACES). 1.

1/2 " LETTERS

3/4 " LETTERS

NOTES:

NOTE 1

BLACK LETTERING ON YELLOW BACKGROUND

BOTTOM ROW:

TOP 3 ROWS:

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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BOTTOM OF TRAY

1.5 MIN

CONNECTION

BEAM SUPPORT

AS SHOWN ON DRAWINGS

WIDTH OF TRAY (WOT)

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 1

NOTE 8

3" 1"

NOTES:

HOLD DOWN CLIP8.

MINIMUM 1 5/8" CHANNEL SUPPORT.7.

CABLE TRAY6.

MINIMUM 3/8" ROD THREADED EA END.5.

TO STRUCTURE ABOVE4.

TURNBUCKLE3.

HANGER ROD2.

SPECIFICATION 01 88 15. BRACE TO ROOF OR FLOOR DECK/SLAB ABOVE UNLESS BRACED TO WALL.

SUPPORTS, LOCATE SUPPORTS, AND SIZE SUPPORT RODS, CONNECTIONS AND BRACES PER

Z-PURLING MALLEABLE ELECTRO-GALVANIZED C-CLAMP, OR EQUAL. DETERMINE SPAN AND TYPE OF1.

TURNBUCKLE

CABLE TRAY SUPPORT

AND HAVE NO SHARP CORNERS.

FASTENING HARDWARE IN TRAY SHALL BE ROUNDED A.

UNLESS OTHERWISE INDICATED.

2/0 BARE COPPER STRANDED GROUND CONDUCTOR 7.

CABLE TRAY 6.

THROAT, SIZE AS REQUIRED.

INSULATING GROUNDING BUSHING WITH INSULATED5.

PARALLEL CLAMP, SIZE AS REQUIRED.4.

OZ TYPE CTC OR EQUAL CABLE TRAY CLAMP.3.

CONDUIT DROP, SIZE AS NOTED. 2.

GROUND CONDUCTOR, SIZE AS REQUIRED.1.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

CONDUIT DROP INTO CABLE TRAY CABLE TRAY PENETRATION

CLASSIFICATION TABLES FOR MATERIAL REQUIREMENTS.

1/4" DIA THROUGH BOLTS, REFERENCE AREA 4.

WALL FRAME CABLE TRAY FITTING. 3.

CONCRETE OR MASONRY WALL.2.

CONTINUOUS CABLE TRAY THROUGH WALL.1.

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

KBS-SEALBAGS OR EQUAL.

SEAL OPENING IN AND AROUND CABLE TRAY WITH A.

GENERAL NOTES:

SLAB

BACKFILL

D

NOTES:

NOTE 1

NOTE 2

NOTE 3

LOWEST ELEVATION.

OF RACEWAYS SHALL BE INSTALLED IN THE BACKFILL ZONE, AND ONLY AT THE

ZONE. SPACE RACEWAYS PER "D", THIS DETAIL. NO MORE THAN TWO LAYERS

SINGLE LAYER ABOVE RACEWAYS IN THE LOWEST ELEVATION OF THE BACKFILL

3. RACEWAYS THAT CROSS WITHIN THE BACKFILL ZONE SHALL BE INSTALLED AS A

AT THE LOWEST ELEVATION OF THE BACKFILL ZONE WITH SPACING AS NOTED.

2. INDIVIDUAL RACEWAYS OR A SINGLE LAYER OF RACEWAYS SHALL BE INSTALLED

THE BACKFILL ZONE, AS SPECIFIED IN SECTION 31 23 00.00.20.

OF RACEWAYS UNDER A SLAB ON GRADE SHALL BE INSTALLED IN A TRENCH BELOW

SIMILAR TO STANDARD DETAIL A4/99-E-509. THE PLACEMENT OF MULTIPLE LAYERS1.

D = 2"MIN FOR <2 INCH CONDUIT

D = 3"MIN FOR 2"-6" CONDUIT

RACEWAYS INSTALLED UNDER SLABS

N A

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NOTE 1

NOTE 4

NOTE 6

NOTE 5

NOTE 3

NOTE 2

INTERIOR EXTERIOR

AND LOCATIONS, PER SPECIFICATION 05 50 13.

ANCHOR BOLTS WITH NUTS. INSTALL NUMBER, SIZE, 4.

EQUIPMENT PAD TYPE "F", SEE STRUCTURAL DETAILS.3.

OSHA/NEC PLACARD2.

MANUFACTURER'S NAMEPLATE(S)1.

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

6"

CLR (ABOVE)

TRANSFORMER

1/4" PLATE

SIDE

SUPPORT PLATE

IN CENTER TO

DOUBLE CHANNEL

TYP

1 5/8" X 3 1/4"

DOUBLE CHANNEL

BASE, TYP

CHANNEL POST

NOTES:

EACH END

PLATE FITTING,

CHANNEL FLAT

WALL

CONCRETE WALL

TO NON-STRUCTURAL/NON-

WHEN LOCATED ADJACENT

PROVIDE REAR SUPPORT

PANELBOARD

M

IN

45°

M

IN

NOTES:

S E

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NOTE 3

NOTE 2

NOTE 4

NOTE 6

NOTE 5

NOTE 1

NOTE 7

INTERIOR EXTERIOR

DUCTBANK ROUTING THROUGH STEM WALL TRANSFORMER

STACKED TRANSFORMER MOUNTING INSTALLATION

SEE C5, E-814.3.

MAINTAIN PROPER NEC CLEARANCES FOR PANELBOARDS. 2.

SPECIFICATIONS.

FOR MATERIAL TYPE REQUIREMENTS AND AREA CLASSIFICATIONS, SEE1.

CONCRETE ENCASED DUCTBANK. 6.

BUILDING FOOTING5.

BUILDING STEM WALL 4.

UNDER SLAB CONDUIT, A1/E-8123.

FLOOR SLAB2.

SPACE WITH EXPANDABLE FOAM.

ALL CONDUIT AND EDGES OF BLOCKOUT. FILL ALL

THERE IS A MINIMUM OF 1.5" OF SPACE BETWEEN

BLOCKOUT IN STEM WALL, BLOCKOUT SIZED SO 1.

DUCTBANK7.

1" VOID FORM6.

UNDER SLAB CONDUITS, A1/E-8125.

BUILDING FOOTING4.

FLOOR SLAB3.

TO ELECTRICAL EQUIPMENT MOUNTED AGAINST EXTERIOR WALL.

PROVIDE SLEEVES AS REQUIRED FOR CONDUIT INSTALLATION FROM DUCTBANKS 2.

ALL SIDES OF DUCTBANK.

CONTROLLED LOW STRENGTH FILL. PROVIDE A MINIMUM OF 12" OF FILL ON

BACKFILL ENTIRE DEPTH OF DUCTBANK EXCAVATION BELOW FOOTING WITH1.

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(ABOVE)

TRANSFORMER

FRONT

3.

2.

1.

(BELOW)

PANELBOARD

NOTES:

M

IN

26 05 02.

AREA CLASSIFICATIONS, SEE SPECIFICATION

FOR MATERIAL TYPE REQUIREMENTS AND

CONCRETE ANCHORS, SEE SPECIFICATIONS.

ALL NUTS AND BOLTS.

USE WASHERS, SPLIT-LOCK WASHERS UNDER

FITTING, TYP

WING SHAPED

STEEL CHANNEL

30", MIN

FINISHED GRADE

14' ABOVE

FINISHED GRADE

4' ABOVE

NOTE 2NOTE 1

NOTE 3

NOTE 4

NOTE 7

NOTE 8

NOTE 5

NOTE 6

NOTE 4

WITH DRAIN LOOP

WATERTIGHT FLEX

CAMERA JUNCTION BOX TO SECURITY PANEL.

MINIMUM 1" CONDUIT FROM REMOTE 8.

ENCLOSURE STRAPPED TO POLE.7.

BOX AND CAMERA MOUNT.

FLEX CONDUIT - MOUNT BETWEEN BACK 6.

BOX.

SURFACE MOUNT SINGLE GANG JUNCTION 5.

TO REMOTE CAMERA JUNCTION BOX.

MINIMUM 1" CONDUIT FROM JUNCTION BOX 4.

FIXED CAMERA IN ENCLOSURE. 3.

POLE MOUNT ADAPTER AND WALL MOUNT. 2.

FIXTURE AT TOP.

REINFORCED CAMERA POLE, WITH LIGHT 1.

NOTES

PLAN

ELEVATION

6"

1/4"

TYPICAL

TYP

1/2"

1/4"

GENERAL NOTES:

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

BOLTS.

B. ATTACH BRACKET TO WALKWAY BEAM WITH 4 3/4" DIA A325N

A. GALVANIZE ENTIRE ASSEMBLY AFTER FABRICATION.

3/8" STIFFENER PLATE7.

1/2" PLATE, 12" x 12"6.

LIGHTING POLE5.

1/2" PLATE, 12" x 12"4.

MINIMUM EMBED.

5/8" DIA SST EXPANSION ANCHOR, 4-INCH3.

STIFFENERS BELOW2.

TOP OF CONCRETE1.

NOTES:

3 1/2"

NOTE 1

NOTE 2

LIGHTING POLE MOUNT TO SIDE OF CONCRETE WALL FIXED CAMERA IN ENCLOSURE - POLE MOUNT

TRANSFORMER MOUNTING

SEE T-630

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NAVFAC DRAWING NO.

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APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

STATE OF

No 60201

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DIRECT/INDIRECT LED TROFFER

REVISED: APRIL 2016 NL-1LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-FORMED, COLD ROLLED STEEL, WITH ONE-PIECE LOWER REFLECTOR

HAVING TEXTURED, HIGH REFLECTANCE, WHITE POLYESTER POWDER-COATED FINISH.

OPTIONAL SIZES OF 1FT x 4FT, 2FT x 2FT, AND 2FT x 4FT AVAILABLE.

2. LIGHT SOURCE - UPWARD-FACING LEDS WITH DIFFUSE LENS TO ELIMINATE DIRECT VIEW

OF LIGHT SOURCE. 3500K COLOR TEMPERATURE UON, MAXIMUM BINNING TOLERANCE OF

A 4-STEP MCADAM ELLIPSE, MINIMUM EFFICACY OF 90 LUMENS/WATT, WITH A MINIMUM

CRI OF 80. INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DRIVER WITH MINIMUM 0.9 PF,

OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, < 20% TOTAL HARMONIC

DISTORTION. STEP-DIMMABLE OR FULLY DIMMABLE AS INDICATED IN LUMINAIRE

SCHEDULE.

5. CERTIFICATION - UL 1598, DAMP LOCATION, DLC QUALIFIED, AND ROHS COMPLIANT.

COMPLIES WITH LM79, LM80 AND TM21 TESTING STANDARDS. UL 924 WHEN EQUIPPED

WITH EMERGENCY BATTERY BACK-UP. IC RATED WHEN INDICATED.

6. MOUNTING - RECESSED IN SUSPENDED ACOUSTICAL TILE OR HARD CEILING.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT

MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A

CERTAIN MANUFACTURER OR PREFERENCE.

PRISMATIC LENS LED TROFFER

REVISED: APRIL 2016 NL-3LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-FORMED, COLD ROLLED STEEL, PAINTED AFTER FABRICATION. EXTRUDED

ALUMINUM DOOR WITH SPRING-LOADED CAM LATCHES. HIGH REFLECTANCE, WHITE

POLYESTER POWDER-COATED FINISH. OPTIONAL SIZES OF 1FT x 4FT, 2FT x 2FT, AND

2FT x 4FT AVAILABLE.

2. LIGHT SOURCE - LED BOARD OR ARRAY WITH MINIMUM 50K HOURS RATED LIFE AT L70,

3500K COLOR TEMPERATURE UON, MAXIMUM 4-STEP MCADAM ELLIPSE BINNING

TOLERANCE FOR COLOR CONSISTENCY, MINIMUM EFFICACY OF 90 LUMENS/WATT, WITH A

MINIMUM CRI OF 80. INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DRIVER WITH MINIMUM 0.9 PF,

OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, < 20% TOTAL HARMONIC

DISTORTION. STEP-DIMMABLE OR FULLY DIMMABLE AS INDICATED IN LUMINAIRE

SCHEDULE.

5. CERTIFICATION - UL 1598, DAMP LOCATION, DLC QUALIFIED, AND ROHS COMPLIANT.

COMPLIES WITH LM79, LM80 AND TM21 TESTING STANDARDS. UL 924 WHEN EQUIPPED

WITH EMERGENCY BATTERY BACK-UP. IC RATED WHEN INDICATED.

6. MOUNTING - RECESSED IN SUSPENDED ACOUSTICAL TILE OR HARD CEILING.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT

LED INDUSTRIAL STRIP

REVISED: APRIL 2016 NL-7LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-FORMED, COLD-ROLLED STEEL, WITH REINFORCEMENT RIBS FOR RIGIDITY

AND SPECULAR ALUMINUM OR HIGHLY-REFLECTIVE PAINTED STEEL REFLECTORS.

OPTIONAL LENGTHS OF 4FT OR 8FT.

2. FINISH - MULTI-STAGE PHOSPHATE BONDING TREATMENT FINISHED WITH

HIGH-REFLECTANCE, WHITE POLYESTER POWDER COAT, PAINTED AFTER FABRICATION.

3. LIGHT SOURCE - SOLID STATE LEDS WITH MINIMUM 50K HOURS RATED LIFE AT L70,

3500K CCT UON, MINIMUM 80 CRI, MAXIMUM 4-STEP MCADAM ELLIPSE BINNING

TOLERANCE FOR COLOR CONSISTENCY, AND MINIMUM EFFICACY OF 100 LUMENS/WATT.

INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DRIVER WITH MINIMUM 0.9 PF,

OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, < 20% TOTAL HARMONIC

DISTORTION. ON-OFF CONTROL, STEP-DIMMABLE OR FULLY DIMMABLE AS INDICATED.

5. CERTIFICATION - UL 1598, DAMP LOCATION, DLC QUALIFIED, AND ROHS COMPLIANT.

COMPLIES WITH LM79, LM80 AND TM21 TESTING STANDARDS. UL 924 WHEN EQUIPPED

WITH EMERGENCY BATTERY BACK-UP.

6. MOUNTING - SURFACE ON CEILING OR SUSPENDED.

7. OPTIONS - WIRE GUARD, CHAIN, STEM OR SWIVEL STEM HANGERS.

8. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT

WALL MOUNTED LED

REVISED: APRIL 2016 NL-9LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-FORMED, COLD-ROLLED STEEL, WITH REINFORCEMENT RIBS FOR RIGIDITY;

END CAPS SAME MATERIAL AS HOUSING, SECURED WITH TABS, SCREWS OR RIVETS. WHITE

ENAMEL FINISH APPLIED AFTER FABRICATION. OPTIONAL LENGTHS OF 2FT OR 4FT.

2. LENS - ACRYLIC PRISMATIC OR WHITE OPAL TO PROVIDE EVEN ILLUMINATION AND TO

ELIMINATE PIXILATION FROM LED LIGHT SOURCE.

3. LIGHT SOURCE - SOLID STATE LEDS WITH MINIMUM 50K HOURS RATED LIFE AT L70,

3500K CCT UON, MINIMUM 80 CRI, MAXIMUM 4-STEP MCADAM ELLIPSE BINNING

TOLERANCE FOR COLOR CONSISTENCY, AND MINIMUM EFFICACY OF 90 LUMENS/WATT.

INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DRIVER WITH MINIMUM 0.9 PF,

OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, < 20% TOTAL HARMONIC

DISTORTION. ON-OFF CONTROL, STEP-DIMMABLE OR FULLY DIMMABLE AS INDICATED.

5. CERTIFICATION - UL 1598, DAMP LOCATION, DLC QUALIFIED, AND ROHS COMPLIANT.

COMPLIES WITH LM79, LM80 AND TM21 TESTING STANDARDS. UL 924 WHEN EQUIPPED

WITH EMERGENCY BATTERY BACK-UP.

6. MOUNTING - SURFACE.

7. OPTIONS - INTEGRAL MOTION SENSOR, EMERGENCY BACK-UP.

8. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT

LED ENCLOSED AND GASKETED

REVISED: APRIL 2016 NL-11LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - FIBERGLASS OR FIBERGLASS-REINFORCED POLYESTER OUTER HOUSING, WITH

ALUMINUM COMPONENT TRAY AND HEAT SINK. OPTIONAL LENGTHS OF 4FT OR 8FT.

2. LENS - IMPACT-RESISTANT ACRYLIC OR OPTIONAL POLYCARBONATE, WITH CONTINUOUS

CLOSED-CELL POLYURETHANE GASKET, SECURED WITH STAINLESS STEEL OR

POLYCARBONATE LATCHES.

3. LIGHT…