5U6500DWG41of43.pdf

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

C. ALLAN BAMFORTH, JR.,

NORFOLK, VIRGINIA

3120 Highwoods Blvd, Suite 214

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

A1

REFRIGERANT PIPING

NTS

A.

B.

C.

RIGID/FLEXIBLE ROUND DUCTWORK

RECTANGULAR DUCTWORK

GENERAL NOTES

HANGER SIZES SHALL BE IN ACCORDANCE WITH SMACNA, LATEST EDITION.

TO STRUCTURE.

DO NOT USE POWDER POWERED FASTENING SYSTEMS TO ATTACH SUPPORTS

SHAPE DEFORMATION.

SUPPORT SYSTEM MUST NOT DAMAGE DUCT, INSULATION, OR CAUSE DUCT

C1

NTS

DUCTWORK SUPPORT

C2

NTS

LOUVER / PLENUM CONNECTION

A2

NTS

IN-LINE FAN - HORIZONTAL SUSPENDED

ON DRAWINGS

OR SIZE AS SHOWN

FULL SIZE OF LOUVER,

SHEETMETAL PLENUM

18" (MIN)

OUTSIDE INSIDE

STRUCTURE AS REQ'D

SUPPORT FROM

MOTOR GUARD

ANGLE

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

EQUIPMENT SCHEDULE

THE DRAWINGS OR

DAMPER, AS CALLED OUT ON

DAMPER OR BACKDRAFT

OPTIONAL MOTORIZED

BIRDSCREEN

LOUVER

A4

NTS

WALL MOUNTED FAN

HANGER, TYP

SPRING

STRUCTURE

TYP OF 4

RL

RS

PITCH

OMIT IF INCLUDED WITH UNIT.

SHRAEDER ACCESS FITTING (TYPICAL)

(IF REQ'D BY MFG.)

SOLENOID VALVE

VALVE IS USED)

(IF THERMAL EXPANSION

SIGHT GLASS

TYPE FOR HEAT PUMP)

FILTER DRYER (BI-FLOW

INCLUDED WITH UNIT)

VALVE (TYP) (OMIT IF

REFRIG. SERVICE/SHUT-OFF

UNIT

CONDENSING

AIR COOLED

REQ'D BY MFG)

VALVE (IF

EXPANSION

THERMAL

PIPE (REFER TO SPECS)

CONDENSATE DRAIN

W/ DRAIN PAN

EVAPORATOR COIL

EVAPORATOR

CONDENSING UNIT IS ABOVE

PROVIDE RISER TRAPS WHEN

3.

2.

1.

NOTES:

PERFORMANCE RATING.

REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER OPTIMUM

DELETE ANY VALVES OR MATERIALS THAT ARE FURNISHED WITH UNIT.

INSTALLATION REQUIREMENTS)

WORK. (REFER TO SPECIFICATIONS FOR REFRIGERANT PIPING

BY THE CONDENSING UNIT MANUFACTURER BEFORE PROCEEDING WITH

CONTRACTOR SHALL SUBMIT A REFRIGERANT PIPING DIAGRAM APPROVED

WITH UNIT)

(OMIT IF INCLUDED

FITTING (TYP)

SCHRAEDER ACCESS

CONC. PAD

REINFORCED

1.

2.

3.

4.

5.

6.

7.

8.ALL-THREAD ROD

CONFIGURATION

THREAD ROD IN TRAPEZE

KINDORF HANGER WITH ALL

1" MIN BAND CLAMP

RECOMMENDATIONS

PER SMACNA

ATTACH TO STRUCTURE

METAL SADDLE

STAINLESS STEEL SHEET

OF DUCT

LENGTH EQUALS DIAMETER

NUT WITH LOCK WASHER

BOLTS

OR MASONRY EXPANSION

WITH BEAM CLAMPS

ATTACH TO STRUCTURE

PLENUM

ON ALL FOUR SIDES OF

ANGLE SUPPORT FRAME

BIRDSCREEN ANCHOR BOLT

3" MIN TO

SEAL WITH SEALANT

WHERE REQUIRED

HINGED ACCESS DOOR

WEATHER TIGHT

SEAL PERIMETER

DUCT

OUTSIDE

SLOPE BOTTOM TO DRAIN

PLENUM FULL SIZE OF LOUVER,

TYPICAL

SHEET METAL SCREWS

DRAWINGS

SEE ARCHITECTURAL

FIXED LOUVER,

SHOWN ON DRAWINGS

DAMPER. PROVIDE WHERE

DAMPER OR BACKDRAFT

OPTIONAL MOTORIZED

FAN UNIT

WALL

FITTING

STEEL, TYP

STAINLESS

18 GAUGE,

CLAMP 1" WIDE,

DRAW BAND

CAP SCREW LOAD RATED

THREADED ROD

NUT

CLAMPING

CROSS TIE

CHANNEL

FRAMING

STRUT

1.

HEIGHT EQUAL TO AIR

HANDLER FAN STATIC

PRESSURE, 3 1/2 "(MIN)

OPEN TEE

PLUGGED TEE

NOTE:

REFER TO PIPING

SCHEDULE OR

SPECIFICATIONS FOR

PIPE MATERIAL

PIPE SIZE EQUAL TO

FULL SIZE OF UNIT

CONNECTION.

FLOOR DRAIN

OR ROOF DRAIN

EQUIPMENT PAD

D

1-1/2" MIN

2"

COOLING COIL

PAN

DRAIN

FROM

C4

CONDENSATE DRAIN

(SEE SPECIFICATIONS FOR INSULATION TYPE)

EXTERNALLY INSULATE ALL CONDENSATE LINES.

SEE SPECIFICATION 23 00 00, TYP

FLEXIBLE CONNECTION

STRUCTURE

ANCHOR TO

TYP OF 4

STRUCTURE WITH

ANCHOR TO

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SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

A1

NTS

C1

NTS

VAV BOX

VD

VD

VD

VAV BOX DUCT CONNECTION

D

D+1"

STACKHEAD

STACK

ROOF

SECTION

/2

D = DUCT DIAMETER

(3 PLACES)

GUY WIRE

STACKHEAD

STRAIGHT RUN

6D MIN

DISCHARGE PLENUM

ACOUSTICALLY LINED

SHOWN ON PLAN

CONNECTIONS, AS

SPIN-IN DUCT

ON PLAN

SIZE AS SHOWN

SCHEDULES

SIZE AS SHOWN ON

SCHEDULED)

REHEAT COIL (WHERE

D

X .3 T

O .0 H

NOTE 1

TO STACK, SEE

BRACKET STACKHEAD

NOTE 2

SEE

EXHAUST

GRILLE AT

CEILING

INLINE FAN

INDICATES CLEAR INSIDE DIMENSION.

DUCT SIZE SHOWN ON PLANS

6" FLEXIBLE

CONNECTOR

AIRFLOW

SIZE

FAN CONNECTION

TRANSITION TO

FAN CONN

SIZE TO MATCH

ROUND DUCT

C2

NTS

FIREPROOFING & SAFEING

DUCT W/ MINERAL

PACK OPENING AROUND

SHEET METAL DUCT

TYP BOTH SIDES OF STRUCTURE

SEALANT, ALL AROUND,

OF STRUCTURE

TYP BOTH SIDES

ALL AROUND,

SEALANT,

CLEARANCE

1/2" MAXIMUM

OF DUCT,TYP

TO BE OF SAME TYPE

COLLAR, MATERIAL

2" ANGLE CLOSURE

D4

NTS

WALL

A2

NTS

ELECTRIC DUCT HEATER

NOTES:

AIRFLOW

WRAPPER

CONTROL BOX

TERMINAL OR

ELEMENTS

HEATING

M

IN

OF CONCRETE PIPE

18" DIA SECTION

WITH HANDLE

CONCRETE CAP

GRADE

FINISH

PENETRATION

SEAL AROUND PIPE

OR 1/2 "- 3/4 " GRAVEL

16" DEEP CRUSHED ROCK

C4

DRAINAGE DRYWELL

NTS

DOUBLE LIP

1"

WALL/DUCT PENETRATION

1.5D MIN.

D

ALTERNATIVE - WHEN SPACE IS LIMITED

ROUND NECK ADAPTOR

VANES

PLENUM WITH TURNING

HANGER

CEILING

PLAN)

(WHEN INDICATED ON

OPPOSED BLADE DAMPER

FLEX SUPPLY DUCT

AS DUCT WORK

INSULATE SAME

STRAP HANGER

5.

8.

6.

7.

4.

2.

3.

1.

A4

NTS

CEILING DIFFUSER

INLINE CENTRIFUGAL CABINET FAN

PLANS

DUCTWORK PER

OR AS SHOWN ON PLANS

FULL SIZE OF EQUIPMENT CONNECTION

CONDENSATE DRAIN LINE,

FOR CHANGE IN DUCT SIZE.

AT LEAST 4 FEET FROM ANY CANVAS DUCT CONNECTOR OR TRANSITION SECTION 3.

AT LEAST 2 FEET EITHER SIDE OF AN ELBOW OR TURN.2.

INSTALL A HEATER A MINIMUM OF 4 FEET FROM FAN 1.

STACK. WELD OR SCREW TO STACK.

GUY WIRE ATTACHMENT BAND, SAME MATERIAL AS 2.

SCREWED CONNECTIONS.

BETWEEN STACK AND STACKHEAD. USE WELDED OR

BRACKETS REQUIRED TO MAKE A RIGID CONNECTION

CONTRACTOR TO DETERMINE SIZE AND NUMBER OF

FABRICATE BRACKETS FROM SAME MATERIAL AS DUCT. 1.

:NOTES R

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A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

TYP

MOUNTING BRACKETS,

MANUFACTURER'S

CEILING OR ROOF

UNIT HEATER

WALL

2 1/2" SST LAG

FOR WOOD, USE BOLTS

CONCRETE ANCHORS.

FOR CONCRETE, USE 3/8"

2.

1.

3.

4.

5.

1 2

O N T

H E D

R A

W

IN

G S

A S C

A L L E

D O

U

U N

T

IN

G H

E

IG

H T

5 4 5

A.

BRACKETS ARE NOT PRACTICAL.

USE THREADED HANGER RODS ONLY WHERE MANUFACTURER'S MOUNTING

NOTE

C4NTS

ELECTRIC UNIT HEATER

R E

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C1

NTS

A1

NTS

A3

LEAD ANCHOR7.

3/8" X 16 X 3 1/2" STUD6.

3/8" FENDER WASHER5.

3/8" SPLIT LOCK WASHER4.

3/8" X 16 HEX NUT 3.

TRIM TO 6 (1/4") EXPOSED THREAD2.

EIA/TIA EQUIPMENT FRAME1.

NTS

C3

FLUSH MOUNTED OUTLET

TMGB GROUND BUSBAR

TWO HOLE BOLT ON COMPRESSION LUGS. 6.

STRUCTURAL METAL.

MOUNTING HARDWARE FROM BUILDING

ISOLATOR TO ISOLATE GROUND BAR AND5.

TO TGB IN OTHER TELECOM ROOMS.

#3/0 TELECOM BONDING BACKBONE (TBB) 4.

#6 AWG TO TRAY AND RACKS3.

SERVICE GROUND

TO #4/0 AWG MAIN ELECTRICAL 2.

TGB SIZE - 2"H X 1/4"W X 12"L (CPI#40153-012)

TMGB SIZE - 4"H X 1/4"W X 20"L (CPI#40153-020)1.

TYPICAL

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12697470

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTES:

NOTES:

NOTE 2

NOTE 3

NOTE 4

NOTE 1 AND 6

NOTE 1 AND 7

NOTES:

NOTES:

NOTE 4

NOTES 1, 2, 3, & 5

NOTE 1

NOTE 5

NOTE 2

NOTE 3

NOTE 4

NOTE 6

NOTE 5

OUTLET BOX.

CO-LOCATE POWER RECEPTACLES WITH7.

BOX WITH SINGLE GANG PLASTER RING.

4 11/16" SQUARE X 2 1/8" DEEP OUTLET6.

LCD DISPLAY 5.

1 1/4" C TO A/V SOURCE LOCATION.4.

SCADA LCD MONITOR.

PROVIDE WALL MOUNT BRACKETS FOR 3.

SOURCE LOCATION AT TIME OF INSTALL.

OFFICER FOR EXACT DISPLAY AND A/V

COORDINATE WITH CONTRACTING2.

FLOOR TO BOTTOM OF MINITOR.

MOUNTING HEIGHT: 4'-9" FROM FINISHED1.

NOTE 6,7

MONITOR INSTALLATION

WALL MOUNT SCADA

ELEVATION AS NOTED ON DRAWINGS/LEGEND7.

GANG PLASTER RING

4 11/16" SQUARE X 2 1/8" DEEP OUTLET BOX WITH SINGLE 6.

1" EMT5.

FIRE STOP AREA AROUND CONDUIT FOR FIRE WALLS ONLY.4.

MAINTAIN MINIMUM BEND RADIUS3.

ROUTE TO NEAREST TRAY OR TR2.

OUTLETS WHEREVER POSSIBLE

CLUSTER TELECOM OUTLETS ADJACENT TO ELECTRICAL 1.

TYPE A - ROUND SWIVEL HEAD

TYPE B - RECESSED ROUND EYEBALL

TYPE C - SINGLE CYLINDER HEAD

TYPE D - DOUBLE CYLINDER HEAD

TYPE E - PRISMATIC SQUARE HEAD

LIGHTING FIXTURE SCHEDULE.

FIXTURE HOUSING AND FINISH SHALL BE AS SPECIFIED IN 2.

SOURCE USED.

LAMPS SHALL BE COMPATIBLE WITH PRIMARY POWER 1.

REQUIREMENTS:

NTS

C2

FRAME ANCHORING

EQUIPMENT

EMERGENCY LIGHTING UNIT

FIXTURES FOR

REMOTE-MOUNTED

NOMINAL

20"

30"

NOMINAL

FOR DAMP AND WET LOCATIONS AS INDICATED.

CERTIFICATION - UL LISTED AND LABLED. AVAILABLE LISTED 7.

AVAILABLE.

REFLECTOR, OR ENCAPSULATED BALLAST. OTHER OPTIONS

GUARD, SAFETY CHAIN KIT FOR BALLAST HOUSING AND

POWER HOOK WITH 3' CORD AND TWIST-LOCK PLUG, WIRE

SWITCHING SYSTEM FOR 50% POWER OR LUMEN REDUCTION,

RESTRIKE SYSTEM WITH OR WITHOUT TIME DELAY, BI-LEVEL

TEMPERATURE, SINGLE OR DOUBLE FUSING, QUARTZ

OPTIONS - SUITABLE FOR 65 C AMBIENT OPERATING 6.

WATTAGES AS INDICATED. SEE LIGHTING FIXTURE SCHEDULE.

LAMPS - METAL HALIDE OR HIGH PRESSURE SODIUM WITH 5.

FOR 65 C.

AMBIENT OPERATING TEMPERATURE. OPTION AVAILABLE

OPERATING TEMP - FIXTURE SHALL BE SUITABLE FOR 55 C 4.

FIXTURE SCHEDULE.

UPON LAMP USED. IDENTIFY IN SPECIFICATIONS AND LIGHTING

TYPE TYPICALLY. OTHER BALLASTS AVAILABLE DEPENDENT

CONSTANT-WATTAGE AUTOTRANSFORMER, CORE AND COIL

BALLAST - PRE-WIRED, HIGH-POWER FACTOR ( .90), 3.

TEMPERED GLASS LENS.

ONE-PIECE, ENCLOSED AND GASKETED SPUN ALUMINUM WITH

(WITH OR WITHOUT OPTIONAL ALUMINUM SHROUD), OR

WITH 15%-20PLIGHT, HEAT-RESISTANT BOROSILICATE GLASS

REFLECTOR (OPTICAL ASSEMBLY) - UV STABILIZED ACRYLIC 2.

AND CENTER CONTACT.

PORCELAIN LAMP SOCKET WITH NICKEL-PLATED SCREW SHELL

POLYESTER POWDER COAT FINISH. INTERNAL PRE-WIRED

MULTI-STAGE, PRE- TREATMENT FINISHED WITH BAKED-ON

BALLAST HOUSING - HEAVY-DUTY, DIE-CAST ALUMINUM WITH 1.

LUMINAIRE REQUIREMENTS:

NTS

A2

INDUSTRIAL HID FIXTURE

HIGH-BAY

FINISH - MULTI-STAGE PRE-TREATMENT, POLYMER PRIMER SEALER, FINISHED WITH

REFLECTOR - DIE-CUT POLISHED AND ANODIZED CLEAR SPECULAR ALUMINUM.

WATTAGES AS INDICATED. SEE LIGHTING FIXTURE SCHEDULE.

CERTIFICATION - UL LISTED AND LABELED FOR WET LOCATIONS.

LAMPS - METAL HALIDE HID (400W MAX.) OR COMPACT FLUORESCENT TYPICALLY, WITH

HOUSING - ONE-PIECE, DIE-CAST ALUMINUM WITH DIE-CAST ALUMINUM DOOR. DOOR

LAMP SOCKET - INTEGRAL, PRE-WIRED PORCELAIN LAMP SOCKET WITH NICKEL-

8.

LUMINAIRE REQUIREMENTS:

7.

5.

4.

2.

1.

PLATED SCREW AND CENTER CONTACT (HID OPTION). 4-PIN THERMOPLASTIC (COMPACT

IS ATTACHED TO HOUSING WITH STAINLESS STEEL HINGES AND CAPTIVE FASTENERS

BAKED-ON POLYESTER POWDER COAT. FIXTURE SHALL PASS 2500 HOUR SALT SPRAY

10"-24"

NOMINAL

10"-25"

11"-29"

PREWIRED, ENCASED AND POTTED (ENCAPSULATED), CONSTANT-WATTAGE AUTOTRANSFORMER,

HIGH POWER FACTOR ( .90), CORE AND COIL TYPE FOR USE WITH HID LAMP OPTION.

BALLAST - CLASS P, HIGH POWER FACTOR ( .95), PROGRAMMED RAPID START

ELECTRONIC TYPE WITH 10% TOTAL HARMONIC DISTORTION FOR COMPACT

6.

FLUORESCENT LAMPS, OR

TEST FOR CORROSION RESISTANCE.

(HID OPTION) OR FOUR CAPTIVE FASTENERS (COMPACT FLUORESCENT OPTION).

FLUORESCENT OPTION).

LENS - CLEAR DR ACRYLIC WITH SILICONE GASKET (COMPACT FLUORESCENT OPTION);3.

CLEAR TEMPERED GLASS WITH SILICONE GASKET (HID OPTION).

OPTICS SHALL PRODUCE IESNA CLASSIFIED CUTOFF OR FULL CUTOFF DISTRIBUTION.

OTHER - FIXTURE DEPICTED IS ONE OF MANY AVAILABLE FOR THIS PURPOSE. OTHER 9.

GEOMETRICAL SHAPES SUCH AS QUARTER SPHERES, SQUARES AND RECTANGLES, ETC.

ARE ALSO APPROPRIATE.

NOMINAL NOMINAL

NTS

C4

WALL-MOUNTED HID/COMPACT FLUORESCENT

HOUSING - ONE-PIECE EXTRUDED ALUMINUM, FABRICATED SHEET ALUMINUM, OR

REFLECTOR - ONE-PIECE, HYDROFORMED OR SEGMENTED, ANODIZED, SPECULAR

FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER

POWDER COAT. OPTIONAL ARCHITECTURAL CLASS 1 ANODIZE FINISH AVAILABLE AS

LAMP SOCKET - INTEGRAL, PRE-WIRED PORCELAIN LAMP SOCKET WITH NICKEL-

LENS AND FRAME - EXTRUDED, ANODIZED ALUMINUM FRAME WITH ONE-PIECE MOLDED

BALLAST - PREWIRED TO SEPARATE MOUNTING ASSEMBLY WITH QUICK DISCONNECT PLUGS.

1.

2.

3.

4.

5.

7.

LUMINAIRE REQUIREMENTS:

HIGH TEMPERATURE GASKET. LENS SHALL BE TEMPERED GLASS, FULLY GASKETED, WITH

A COMBINATION OF BOTH AS INDICATED. ALL SEAMS SHALL BE SEALED AND WELDED.

ALUMINUM; INTERCHANGABLE AND ROTATABLE IN HOUSING AND SHALL PRODUCE IES

PLATED SCREW AND CENTER CONTACT.

20"

NOMINAL

NOMINAL

10"

INDICATED. FIXTURE SHALL PASS 2500 HOUR SALT SPRAY TEST FOR CORROSION

BEAM PATTERN AS INDICATED. OPTIONAL PATTERNS INCLUDE IES TYPES II, III, IV, AND V.

BALLAST SHALL BE HIGH POWER FACTOR ( .90), ENCASED AND POTTED (ENCAPSULATED),

CONSTANT-WATTAGE AUTOTRANSFORMER, CORE AND COIL TYPE WITH MINIMUM STARTING

CERTIFICATION - UL LISTED AND CERTIFIED FOR WET LOCATIONS.8.

NOMINAL

17"

POLE AS

INDICATED

RESISTANCE. DARK BRONZE OR BLACK STANDARD FINISH. OTHER FINISHES AVAILABLE

AS INDICATED.

OPTION FOR FLAT OR CONVEX SHAPE AS INDICATED. FRAME SHALL BE HINGED AT ONE

END AND BE PROVIDED WITH LATCHES FOR SECURING WITHOUT THE NEED FOR TOOLS.

TEMPERATURE OF -20 DEGREE F. PROVIDE PULSE-START TYPE FOR USE WITH MH LAMPS.

OPTIONS - HOUSE-SIDE SHIELD, PHOTOCELL AND RECEPTACLE, ROUND HOUSING, CUSTOM9.

COLOR AS INDICATED, AND FUSING.

LAMPS - METAL HALIDE OR HIGH PRESSURE SODIUM WITH WATTAGES AS INDICATED.6.

SEE LIGHTING FIXTURE SCHEDULE.

OPTICS SHALL PRODUCE FULL CUTOFF OR CUTOFF CONTROL AS INDICATED.

NTS

A4

AREA LUMINAIRE - HORIZONTAL LAMP

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1 2 3 4 5

1 2 3 4 5

A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

License Number F-0699 27604 Tel: 919-875-4311

Suite 214 Raleigh, NC

Digital Signature

LA

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

0002 ,11 YLUJ

A1

001 002

01-01-AA-001

003 004

FOUR PORT TELECOM OUTLET

NTS

C1

FIRE STOP - WALL

01-01-AA-001

NTS

A3

WALL PHONE OUTLET

NTS

B3

CONDUIT TO TRAY FITTING

MOUNTING POST.

WALL PHONE FACE PLATE WITH3.

MODULAR T568A WIRING.

SINGLE PORT MODULAR JACK 8 PIN2.

CATEGORY 6 UTP CABLE.

OUTLET REQUIRES ONE 4 PR1.

CONDUIT4.

TRAY SIDE RAILS

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

CONDUIT FITTING FITS CONDUIT SIZES 3.

UTP CABLES2.

BASKET TRAY1.

NTS

C3

DEVICE MOUNTING, WALL OR COLUMN

4"

/2

FRONT

NOTES:

SIDE

NTS

D3

RAILING MOUNTED EQUIPMENT SUPPORT

3/16" PLATE7.

NUTS AND LOCKWASHERS 6.

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

1/2" RADIUS4.

DEVICE BOX3.

ROUND EDGES2.

RAILING1.

(TYPICAL 1)

CATEGORY 6 T568A WIRING

DUAL PORT MODULAR JACK6.

FACE PLATE WITH LABEL INSERT5.

BLANK INSERT4.

PORT LABEL, (TYP 4)3.

FACE PLATE LABEL2.

6 UTP CABLES.

REQUIRES (4) FOUR PR CATEGORY1.

PN-STI EZDP333GK4.

WALL FILL MATERIAL3.

CABLES2.

FIRESTOP DEVICE1.

FLOOR OR PLATFORM8.

PIPE STRAP7.

CONDUIT6.

WIRING DEVICE OR ELECTRICAL EQUIPMENT 5.

WALL OR COLUMN 4.

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

LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR.

BOXES 6 INCHES SQUARE AND LESS SHALL BE SUPPORTED BY TWO ANCHORS. 2.

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

WITH STEEL MEMBERS AND CONNECTIONS PER SPECIFICATIONS.

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

F

IL

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E

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/4 /2

:2

:0

490 618

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IC

E-801A

12697471

NOTES:

NOTES:

NOTE 1

NOTE 1

NOTE 1

NOTE 1 & 2

NOTE 1

NOTE 2

NOTE 2

NOTE 2

NOTE 2

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 4

NOTE 5

NOTE 5

NOTE 6

NOTE 6

NOTE 7

NOTE 8

NOTE 7

NOTE 6

NOTE 5

NOTE 3

NOTE 1

NOTE 2

NOTE 1

NOTE 2

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NOTES:

7"

NOMINAL

NOMINAL

16"

4"

NOMINAL

NECESSARY TO DEPICT EXACT SCONCE TO BE UTILIZED.

PROVIDE ADDITIONAL DETAILS AND SKETCHES WHERE

NOTE: FIXTURE DEPICTED IS ONE OF MANY TYPES AVAILABLE.

BATTERY BACK-UP AND VARIOUS OTHER FINISHES.

OPTIONS/OTHER - OPTIONS INCLUDE REMOTE EMERGENCY 8.

CERTIFICATION - UL LISTED AND LABELED. ADA COMPLIANT.7.

SCREWS.

OCTAGONAL OUTLET BOX WITH FOUR SEPARATE MOUNTING

MOUNTING - FIXTURE SHALL MOUNT DIRECTLY TO 4" 6.

WITH 10% TOTAL HARMONIC DISTORTION.

START FOR CFL, INSTANT START ELECTRONIC TYPE FOR TT5,

INPUT), HIGH POWER FACTOR ( .95), PROGRAMMED RAPID

SCHEDULE. BALLAST - CLASS P, MULTI-VOLT (120V-277V

WITH WATTAGES AS INDICATED. SEE LIGHTING FIXTURE

BASE OR LONG TWIN TUBE FLUORESCENT TT5 TYPE. PROVIDE

LAMPS - MULTI-TUBE, COMPACT FLUORESCENT WITH 4-PIN 4.

GLASS.

DIFFUSER - TRANSLUCENT WHITE ACRYLIC OR WHITE OPAL 3.

OTHERS. FINISH OPTIONS VARY BY MANUFACTURER.

BRASS OR CHROME-PLATED BRASS, SATIN NICKEL, AND

TRIM - OPTIONS INCLUDE BRUSHED SOLID ALUMINUM, 2.

WITH HIGHLY-REFLECTIVE WHITE ENAMEL FINISH.

HOUSING/BACKPLATE - DIE-FORMED, COLD-ROLLED STEEL, 1.

LUMINAIRE REQUIREMENTS:

NTS

A5

WALL SCONCE

COMPACT FLUORESCENT

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PM/DM

P A

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A

B

C

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

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3/16

3/16

10"

PLANOVERSIZED DEVICES

ELEVATION

NTS

A1

EQUIPMENT MOUNTING PEDESTAL

TYP

3/16

A.

3/16

3" 3"

SECTION

B.

48" MAXIMUM

M A

X

IM

10"

1 1/4"

NTS

C1

ELECTRICAL EQUIPMENT SUPPORT

1 1/4"

M A

X

IM

U M

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.

NTS

C4

EQUIPMENT MOUNTING

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

NTS

A4

PEDESTAL MOUNTED DEVICE

F

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E-802A

GENERAL NOTES:

NOTES: NOTES:

NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

B.

A.

C.

D.

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

N O

T E

NOTE 2

NOTE 10

NOTE 9

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 1

NOTE 10

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 7

NOTE 3

NOTE 4

NOTE 5

NOTE 1

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 2

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(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,

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.

INSUFFICIENT USE DETAIL 99-E-503, C1

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

SEE INSTRUMENTATION AND CONTROL DETAILS.

PROVIDE SUNSHIELDS FOR INSTRUMENTS AND CONTROL STATIONS WITH LIGHTS,

SHALL BE SUPPORTED BY 2 CHANNELS.

THAN 3 SQUARE FEET OR WIDER THAN 18 INCHES

EQUIPMENT HAVING A FRONTAL AREA GREATER

LOADS.

CONNECTIONS FOR VERTICAL AND LATERAL

SIZE SUPPORT POST, CROSS CHANNELS, ANDA.

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.

491 618

12697472

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A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

M A

X

IM

U M

NTS

A1

PEDESTAL MOUNTED DEVICE AT RAILING

4"

/2 " 1 /4

1/2"

TOP

FRONT SIDE

NTS

C1

FLEXIBLE CONDUIT SUPPORT

COVER THIS

COVER THIS

LUG, TYPICAL 8.

SIGNAL LEADS7.

SHRINK TUBING6.

SHIELD5.

GREEN INSULATED WIRE4.

CRIMPED SPLICE CONNECTOR3.

WRAPPED SHIELD 2.

OUTER JACKET 1.

NTS

C3

TERMINATION OF SHIELDED INSTRUMENTATION CABLE

NTS

A3

CONDUIT SUPPORT ON STRUCTURE

F

IL

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P L

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A T

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/6 /2

:2

:0

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P -5

U -E -8

A .d

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E-803A

SHRINK TUBING

PORTION WITH

SHRINK TUBING

PORTION WITH

NOTES:

NOTES:

NOTES:

NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

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

D E

T A

IL

S

WHERE GROUNDING IS REQUIRED.

TERMINATED IN ACCORDANCE WITH THIS DETAIL

ALL SHIELDED INSTRUMENTATION CABLE SHALL BE A.

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.

THAT ONE CONDUIT TO SUPPORT.

THIS DETAIL APPLIES ONLY WHEN THERE IS MORE A.

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.

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.

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.

492 618

12697473

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A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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C R

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N D

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A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

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X X X

NTS

A1

SUBMERSIBLE PUMP/MIXER CONTROL STATION

X X X X X

NTS

C1

SUBMERSIBLE PUMP W/REMOTE CONTROL STATION

M

IN

4" MINIMUM 3" MINIMUM4" MINIMUM

M

IN

IM

U M

NTS

C3

TERMINAL JUNCTION BOX (TJB)

NTS

B3

GROUND TEST WELL

GROUNDING BUSHING4.

METAL CONDUIT3.

EQUIPMENT ENCLOSURE2.

GROUND WIRE1.

NTS

A3

CONDUIT GROUNDING

F

IL

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A T

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P L

O T T

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/6 /2

:2

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U -E -8

A .d

E

C T

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E-804A

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:

NOTES:

NOTES:

NOTES:

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

INTERIOR

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6NOTE 6

NOTE 7

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 1

NOTE 2

NOTE 3

NOTE 4 D

E

T A

IL

S

AND PUMPS SIMILAR TO 2605-101A.

BETWEEN CONTROL STATION, DISCONNECT,

CONDUIT AND CONDUCTOR CONNECTIONS B.

SEE DRAWINGS.

FOR CONTROL STATION MOUNTING DETAILS, A.

GROUNDED IN ACCORDANCE WITH THIS DETAIL.

GROUNDED BY THE SPECIFICATIONS SHALL BE

THE ENDS OF ALL CONDUITS REQUIRED TO BE A.

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.

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, 99-E-503, C13.

TERMINAL JUNCTION BOX (TJB).2.

TERMINAL BLOCKS, 99-E-505, C1.1.

SOURCE CABLE5.

ENCLOSURE4.

SPARE CONDUCTORS3.

(25% MINIMUM).

REQUIRED BY SPECIFICATIONS

"TJB". PROVIDE SPARE TERMINALS AS

CONDUCTOR ENTERING OR LEAVING

PROVIDE ONE TERMINAL FOR EACH 2.

LOAD CABLES1.

GROUND ROD6.

GROUNDING CONDUCTOR, TYPICAL.5.

GRAVEL4.

GROUNDING WELL3.

TYPE ABG, OR EQUAL.

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

GRADE1.

493 618

12697474

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PM/DM

P A

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V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

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NA

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IN

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20' LONG MINIMUM, 2 TYP

M

IN

IM

U M

NTS

A1

GROUND ELECTRODE

V A

R

IE

S

PLAN

ELEVATION

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.

NTS

C1

GROUND BUS BAR

AS REQUIRED,

MINIMUM

1.5

M

IN

IM

U M

FRAMING CHANNEL.6.

CONDUIT SIZE AS REQUIRED. 5.

BOTTOM OF STEEL OR CONCRETE STRUCTURE.4.

AND SIZE AS SPECIFIED IN SECTION 01 88 15.

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

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE3.

WALL.

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

SUPPORT RODS, CONNECTIONS AND BRACES AS SPECIFIED IN SECTION 01 88 15.

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.

NTS

C3

CONDUIT RACKING SYSTEM

AS REQUIRED,

M

IN

IM

U M

M

IN

IM

CONDUIT SIZE AS REQUIRED.6.

FRAMING CHANNEL.5.

BOTTOM OF STEEL OR CONCRETE STRUCTURE.4.

AND SIZE AS SPECIFIED IN SECTION 01 88 15.

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

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE3.

WALL.

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

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

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

MINIMUM

1.5

NTS

A3

CONDUIT RACKING SYSTEM

D.

C.

B.

A.

BOTTOM OF FOUNDATION 5.

GROUNDING ELECTRODE4.

GROUND BUS BAR, 99-E-506, C13.

GROUND CABLES2.

FINISH GRADE 1.

F

IL

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NOTES:

NOTES:

NOTES:

NOTES:

AS REQUIRED

BEND AROUND CORNERS

DOUBLE RACK

SINGLE RACK

NOTE 1

NOTE 2

NOTE 4

NOTE 5NOTE 5

NOTE 6

NOTE 7

NOTE 10

NOTE 9

NOTE 8

NOTE 3

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 2

NOTE 6

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 3

NOTE 2

NOTE 1

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

LENGTH TO SUIT

D E

T A

IL

S

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 1

NOT TO EXCEED 24".

MAXIMUM SPAN BETWEEN SUPPORTS A.

DISTURBING ADJACENT CONDUITS.

SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT

AND SIZE AS SPECIFIED IN SECTION 01 88 15.

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

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

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

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING

DISTURBING ADJACENT CONDUITS.

SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT

494 618

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IN

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O L

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IN

IA

PM/DM

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

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A N

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S Y

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A T E

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

CATWALK CHANNEL FOR CONDUIT INSTALLATION.

CONDUIT SUPPORT CHANNEL PROVIDED AS PART OF4.

CONDUIT CLAMPS3.

CATWALK CHANNEL2.

CATWALK FLOOR1.

NTS

A1

CONDUIT RACKING SYSTEM

NTS

B1

GENERAL STAIRWAY GROUNDING

U N

S U

P P

O R

T

M

IN

IM

U M

"T" CONDULET 6.

CONDUIT (1" MINIMUM SIZE)5.

FLOOR4.

FOR MATERIAL REQUIREMENTS.

3/8" DIA MIN. REFERENCE AREA CLASSIFICATION TABLES

FLOOR FLANGE AND A MINIMUM OF 4 CONCRETE ANCHORS 3.

FLEX CONDUIT TO MOTOR OR OTHER DEVICE.2.

SUPPORTS AS SPECIFIED IN SECTION 01 88 15.

SUPPORT, SIZE TOP AND ANY INTERMEDIATE LATERAL 1.

NTS

C3

L E

N G

T H A

S R

E Q

U

IR

E D

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.

CONDUIT TRANSITION AND SUPPORT

CONDUIT4.

INSULATION AS REQUIRED TO FILL CAVITY3.

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

METAL ESCUTCHEON, TYPICAL 1.

NTS

B3

INTERIOR WALL PENETRATION

OVERSIZE SLEEVE 3.

ADJUSTABLE GLAND LOCATED WHERE ACCESSIBLE.2.

INSIDE OF STRUCTURE1.

NTS

A3

WATERTIGHT WALL CONDUIT SEAL

NTS

C1

CONDUIT TO EQUIPMENT FROM CEILING

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

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/6 /2

:2

:5

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R

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E-806A

NOTES:

NOTES:

NOTES:

NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

B.

C.

A.

M A

X

IM

U M

V A

L U

E A

L L

O W

E D B

Y N

E C O

R

L E

N G

T H S

H A

L L N

O T E

X C

E E

D M

A X

IM

U M

D

IA

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

NOTE 6

NOTE 5

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 2

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 1

NOTE 2

NOTE 3

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 4

NOTE 5

NOTE 6

NOTE 1

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 2

NOTE 3

D E

T A

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.

LATERAL LOADS AS SPECIFIED IN SECTION 01 88 15.

LOCATE AND SIZE SUPPORTS FOR VERTICAL AND 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

BE INSTALLED IN ACCORDANCE WITH THIS DETAIL.

CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL SHALL A.

OF BUILDING EXTERIOR WALLS ARE BELOW GRADE.

USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS A.

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.

E-141A

495 618

12697476

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A

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R

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IN

A L

A F

A Y

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M P

L E

R F

O L

K

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IN

IA

PM/DM

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

/4

PROVIDE CONTINUOUS GROUND PATH PER NEC REQUIREMENTS.10.

CONDUIT, TYPICAL 9.

HUB8.

CLAMP, TYPICAL 7.

CLOSED CELL NEOPRENE6.

PREMOLDED JOINT FILLER5.

APPROVED EQUAL.

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

ADAPTER REQUIRED FOR PVC CONDUITS.3.

CONDUIT, SIZE PER PLANS2.

CONDUIT EACH SIDE OF FITTING.

PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES (MIN) LENGTH OF GRS1.

NTS

A1

EXPANSION/DEFLECTION COUPLING

EXPANSION JOINT

LATERAL LOADS AS SPECIFIED IN SECTION 01 88 15.

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

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.

NTS

C1

VERTICAL CONDUIT SUPPORT

BONDING JUMPER STRAP

EXTERNAL TIN PLATED COPPER BRAID GROUNDING3.

CLAMP AND U-BOLT2.

CONDUIT 1.

NTS

D4

CONDUIT EXPANSION JOINT

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.

NTS

C4

EXPANSION FITTING FOR SOIL MOVEMENT

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.

NTS

B4

SUSPENDED SLAB PENETRATION

CONDUIT4.

COUPLING3.

PLUG2.

FINISHED FLOOR1.

NTS

A4

FLUSH CONDUIT STUB

F

IL

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E

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A T

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E-807A

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

B.

O

T E

N O

T E

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 2

NOTE 3

NOTE 1

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 3

NOTE 2

NOTE 1

NOTE 1

NOTE 2

NOTE 3

NOTE 1

NOTE 4

NOTE 2

NOTE 3

NOTE 4

NOTE 3

NOTE 2

NOTE 1

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 10

NOTE 9

ENCASED CONDUITS.

DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THE UNDERGROUND CONCRETE

DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL EXPANSION JOINTS.

JOINTS OR 100' INTERVALS.

COUPLINGS TO BE INSTALLED AT CONCRETE EXPANSION A.

WITH THIS DETAIL.

EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE

ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND A.

ACCORDANCE WITH THIS DETAIL.

FOR FUTURE EXTENSION SHALL BE INSTALLED IN

CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB A.

AS SHOWN ON DRAWINGS.

OUTSIDE BUILDING AND CONNECTED TO BLDG EXTERIORS

USE THIS DETAIL FOR CONDUITS ROUTED FROM DUCT BANKS A.

496 618

12697477

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PM/DM

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

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M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

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

NTS

A1

CONDUIT SUPPORT FROM STEEL BEAM

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

IM

U M

MINIMUM

4"

MINIMUM

4"

M

IN

IM

U M

M

IN

IM

U

M MINIMUM

4"

MINIMUM

4"

M

IN

IM

U M

M

IN

IM

U M

NTS

C1

DUCT BANK

3" 3"

3" 3"

D = 2"MIN FOR <2 INCH CONDUIT

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

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

SEPARATION AND CONCRETE COVER.

FOR LARGER DUCT BANKS, CONTINUE PATTERN OF REBAR, CONDUIT 3.

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

INDICATED ON DUCT BANK SCHEDULE.

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

MINIMUM

4"

MINIMUM

4"

MINIMUM

4"

M

IN

IM

U M

M

IN

IM

U M

M

IN

IM

U M

NTS

C3

DUCT BANK

NTS

A4

TYPICAL UNDERGROUND CONDUIT

ABOVE UNLESS BRACED TO WALL.

SPECIFICATION 01 88 15. BRACE TO ROOF OR FLOOR DECK/SLAB

AND SIZE SUPPORT RODS, CONNECTIONS AND BRACES PER

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS,

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.

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.

F

IL

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E-808A

NOTES: NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 1

NOTE 2

NOTE 3

NOTE 4

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

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 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 C3/99-E-509C.

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.

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.

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.

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.

497 618

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

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O RcaM .S

NA

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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

U M

V

O L T S

M

IN

IM

U M

V

O L T S

(1-DUCT)

8" MINIMUM

(2-DUCTS)

1'-2" MINIMUM

M

IN

IM

M

IN

IM

2" 2"

A1

TRENCH AND CONDUIT PLACEMENT

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.

NTS

C1

SITE PULL BOX

PLAN

G G

G

GG

G

G

G

WIDTH VARIES

W

ID

T H V

A R

IE

S

3'-0" MINIMUM

NTS

A3

MANHOLE-WITH GROUNDING

V A

R

IE

S A

S

2'-6" MINIMUM

MINIMUM

1'-0" MINIMUM

1'-0"

M

IN

IM

U M

M

IN

IM

U M

MINIMUM

6"

D E

P T

H V

A R

IE

S

WIDTH VARIES

NTS

C3

MANHOLE-WITH GROUNDING

C3

99-E-510

C3

99-E-510

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12697479

NOTES: NOTES:

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 6

NOTE 5

NOTE 7

LA

BEL

N U

M B

E R O

F D

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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 3

NOTE 4

NOTE 5

NOTE 6

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTES 1 & 2

NOTES 8

NOTES 7

NOTES 6

NOTES 5

NOTES 4

NOTES 3

N O

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S

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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.

THIS DETAIL.

TWO OR LESS CONDUITS SHALL BE MADE IN ACCORDANCE WITH

INSTALLATION OF DIRECT BURIED DUCT BANKS WHICH INCLUDE A.

GENERAL NOTES:

3"

SEE MANHOLE SCHEDULE. 14.

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.

NOTE 14

N O

T E

C1, E-810

A1, E-810

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.

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A

B

C

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1 2 3 4 5

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A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

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CONDUIT MANHOLE ENTRANCE

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.

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.

NTS

C1

CONDUIT MANHOLE ENTRANCE

SIZE AS REQUIRED.

CABLE RACK, HOOKS AND INSULATORS, NUMBER AND1.

NTS

D1

CABLE RACK

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

REQUIRED DATA

59PNL01

MOTOR CONTROL CENTER 59MCC01

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

BEVELED EDGES 1.

NTS

C3

PANELBOARD NAMEPLATE

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.

NTS

A3

OSHA/NEC PLACARD

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1/8 " SPACING BETWEEN OTHER ROWS

1/4 " SPACING BETWEEN FIRST 2 ROWS

OTHER ROWS:

TOP ROW:

1/2 " LETTERS

3/4 " LETTERS

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTE 1

NOTE 1

NOTE 2

NOTE 2

NOTE 1 NOTE 3

NOTE 4

NOTE 5

NOTE 1

NOTE 1

NOTE 2

1/8 " LETTERS

3/8 " LETTERS

D E

T A

IL

S

BLACK LETTERING ON YELLOW BACKGROUND

BOTTOM ROW:

TOP 3 ROWS:

XXX = BASED ON FINAL DESIGN SHOP DRAWING

THIRD AND FOURTH LINES:

SECOND LINE:

FIRST LINE:

POWER SOURCE AND BREAKER

PHASE, VOLTAGE, FREQUENCY

PANEL DESIGNATION

499 618

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A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

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BOTTOM OF TRAY

1.5 MIN

CONNECTION

BEAM SUPPORT

AS SHOWN ON DRAWINGS

WIDTH OF TRAY (WOT)

TURNBUCKLE

NTS

C1

CABLE TRAY SUPPORT

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.

NTS

A1

CABLE TRAY PENETRATION

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.

NTS

A3

RACEWAYS INSTALLED UNDER SLABS

SLAB

BACKFILL

D

NTS

C4

CONDUIT DROP INTO CABLE TRAY

F

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NOTES:

NOTES:

NOTES:

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 1

NOTE 8

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 1

NOTE 2

NOTE 3

3" 1"

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.

ABOVE UNLESS BRACED TO WALL.

SPECIFICATION 01 88 15. BRACE TO ROOF OR FLOOR DECK/SLAB

AND SIZE SUPPORT RODS, CONNECTIONS AND BRACES PER

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS,

Z-PURLING MALLEABLE ELECTRO-GALVANIZED C-CLAMP, OR EQUAL.1.

KBS-SEALBAGS OR EQUAL.

SEAL OPENING IN AND AROUND CABLE TRAY WITH A.

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

500 618

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A

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D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C R

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A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

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O RcaM .S

NA

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45°

IN

NTS

A1

DUCTBANK ROUTED UNDER FOOTING

S E

E S

IT

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N S

F O

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O N

T

IN

U A

T

IO

N

NTS

C1

DUCTBANK ROUTING THROUGH STEM WALL

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.

NTS

C4

TRANSFORMER

CONCRETE ENCASED DUCTBANK. 6.

BUILDING FOOTING5.

BUILDING STEM WALL 4.

UNDER SLAB CONDUIT, A3/99-E-5123.

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, A3/99-E-5125.

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.

F

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A

E-812A

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

NTS

A4

STACKED TRANSFORMER MOUNTING INSTALLATION

E

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NOTES:

NOTES:

NOTES:

S E

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CONCRETE WALL

TO NON-STRUCTURAL/NON-

WHEN LOCATED ADJACENT

PROVIDE…