A.07.24 Amendment 0003- Revised Plans.pdf

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LITTLE ROCK DISTRICT

MARCH 2020

of Engineers

US Army Corps

SOLICITATION NO.: W9127S20R0003

CONTRACT NO.:

ISSUE DATE:

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NORFORK POWERPLANT

WHITE RIVER BASIN

BAXTER COUNTY, ARKANSAS

INSTALL POWER PLANT ELEVATOR

G-001.1

RAW WATER HYDRANT

CRANE AREA

STORAGE AREA

PARKING

EXTRA PARKING

CONSTRUCTION TRAILER

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3.

2.

1.

GENERAL NOTES

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100% DESIGN SUBMITTAL

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GENERAL REQUIREMENTS

PLATE TO TRANSFER THE BOLT LOAD.

ERECTION PURPOSES, PROVIDE PLATE WASHERS WELDED TO CONNECTION

LARGER THAN THE BOLT DIAMETER. IF LARGER HOLES ARE NEEDED FOR

PROVIDE HOLES IN CONNECTION PLATES NO MORE THAN 1/16 INCH 8.

RECOMMENDED BY MANUFACTURER.

TIGHTEN NUTS AGAINST SMOOTH WASHERS TO MINIMUM TORQUE 7.

FILL ABANDONED HOLES WITH EPOXY GROUT.6.

USING COMPRESSED AIR.

DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE 5.

REDIRECT HOLES ALONG LENGTH OF BOLT.

DRILL HOLES SAME NOMINAL DIAMETER OF BOLT. DO NOT ENLARGE OR 4.

REINFORCING.

MAXIMUM OF 1-1/2 INCHES TO AVOID CONFLICTS WITH EXISTING

LOCATING EXISTING REBAR WITH A PACHOMETER. REPOSITION BOLTS A

FABRICATING HOLES IN CONNECTION PLATES. MAKE TEMPLATE BY

CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO 3.

ACCEPTABLE.

DEVIATION FROM PERPENDICULAR GREATER THAN 10 DEGREES WILL NOT BE

INSTALL BOLTS PERPENDICULAR TO THE FACE OF CONCRETE. 2.

THE BOLT, AND RECOMMENDATIONS OF THE MANUFACTURER.

INSTALL BOLTS IN ACCORDANCE WITH CURRENT ICC-ES REPORT FOR 1.

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TENSILE MODULUS (ASTM D638) - 329,000 PSI

TENSILE STRENGTH (ASTM D638) - 4360 PSI

TACK COAT (QUAKEBOND J201TC) PROPERTIES:

TENSILE MODULUS (ASTM D638) - 289,300 PSI

TENSILE STRENGTH (ASTM D638) - 7150 PSI

SATURATING RESIN (QUAKEBOND J300SR) PROPERTIES:

BREAKING FORCE - 6,800 LB/IN

ULTIMATE ELONGATION - 0.98%

TENSILE MODULUS - 13,000 KSI

TENSILE STRENGTH - 135.0 KSI

QUAKEBOND J300SR AND APPLIED WITH QUAKEBOND J201TC) PROPERTIES:

LAMINATE (QUAKEWRAP TU27C CARBON FABRIC SATURATED WITH 6.

APPLICATION TEMPERATURE SHALL BE 40F.

TEMPERATURE BETWEEN 65F AND 85F PRIOR TO MIXING. MINIMUM

ALL EPOXY COMPONENTS SHALL BE PRE-CONDITIONED TO A 5.

WITH ACI 503R BY EITHER SAND OR STEEL SHOT BLASTING.

CONCRETE APPLICATION SURFACE SHALL BE PREPARED IN ACCORDANCE 4.

MANUFACTURER'S INSTRUCTION AND ACI 503R.

LAMINATE, AND APPLIED TO THE SUBSTRATE, IN ACCORDANCE WITH

FIBER FABRIC AND EPOXIES SHALL BE MIXED AND COMBINED INTO 3.

SAW-CUT OPERATION.

AND CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE FRP DURING

THE FRP SHALL BE APPLIED PRIOR TO SAW-CUT OPENING OPERATIONS 2.

TO APPROVAL BY THE CONTRACTING OFFICER.

SHALL COMPLY WITH THE MINIMUM PROPERTIES BELOW AND ARE SUBJECT

17TH STREET, TUCSON, AZ 85719 (520-791-7000). SUBSTITUTIONS

THE BASIS OF DESIGN MANUFACTURER IS QUAKEWRAP, INC 2055 E 1.

WITH FLOORING OR ROOFING MATERIAL.

INSPECTED AND APPROVED BY BUILDING INSPECTOR PRIOR TO COVERING

ALL PLYWOOD SHEATHING AT FLOOR, WALLS AND ROOF SHALL BE 4.

MAY BE ORIENTATED EITHER HORIZONTAL OR VERTICAL.

EDGES, AND AT 12" CENTER TO CENTER AT FIELD, BLOCKED. PANELS

OR BETTER, WITH NO. 8 SCREWS AT 6" CENTER TO CENTER AT SUPPORT

15/32 STRUCTURAL I APA RATED 24/0 OR 32/16 SHEATHING (4 PLY), a.

SHEAR WALLS:3.

ALLOW RECOMMENDED SPACE FOR PANELS TO EXPAND.

BY PANLE MANUFACTURER. DO NOT BUTT PANEL END JOINTS TIGHT,

OPEN SPACE AT ALL PANELS EDGES UNLESS RECOMMENDED OTHERWISE

BETWEEN SUPPORTS AS PANELS ARE BEING PLACED. LEAVE 1/8”MINIMUM

PANELS. INSTALL METAL PANEL CLIPS ALONG THE SIDE JOINTS MIDSPAN

PANELS IN A MANNER TO STAGGER ALL END JOINTS FROM ADJACENT

EDGES, AND AT 12" CENTER TO CENTER AT FIELD, UNBLOCKED. PLACE

OR BETTER, WITH NO. 8 SCREWS AT 6" CENTER TO CENTER AT SUPPORT

15/32 STRUCTURAL I APA RATED 24/0 OR 32/16 SHEATHING (4 PLY), a.

ROOF SHEATHING:2.

STRUCTURAL ENGINEER.

DIAMETER OF 0.285 INCHES ONLY, UNLESS OTHERWISE APPROVED BY THE

SUPPORTS. USE NO. 8 SELF TAPPING SCREWS WITH A MINIMUM HEAD

APA RATING MARK. LAY PANELS WITH FACE GRAIN PERPENDICULAR TO

GLUE CONFORMING TO PS-2 OF GRADE AS SPECIFIED AND STAMPED WITH

PLYWOOD SHALL BE EXPOSURE 1 TYPE WITH FULLY WATERPROOF a.

PLYWOOD:1.

LIGHT GAUGE STEEL NOTES FIELD INSTALLED EPOXY ANCHOR BOLTS

FIBER REINFORCED POLYMER (FRP) NOTES

METAL BAR GRATE NOTES

STRUCTURAL WOOD NOTES

GALVANIZED, OR APPROVED EQUAL.

ELEVATOR MACHINE ROOM BAR GRATING: W-19-4 (1X1/8) a.

THE MIDDLE OF PANEL.

SIDE OF PANEL. AT INTERMEDIATE SUPPORTS, FASTEN TO SUPPORT IN

AT ENDS OF BAR GRATE, FASTEN TO SUPPORT 6 INCHES FROM EACH 5.

LOCATIONS.

PROVIDE FULL DEPTH BANDING ON ENDS OF BAR GRATING AT ALL 4.

MEMBERS.

BAR GRATE ENDS SHALL BEAR A MINIMUM OF 1 INCH ON SUPPORT 3.

ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS FOR INSTALLATION.

ATTACH BAR GRATE TO STEEL SUPPORT MEMBERS AS INDICATED AND IN 2.

ANSI/NAAM MBG 531-00.

FABRICATE AND INSTALL METAL BAR GRATING IN CONFORMANCE WITH 1.

OPENINGS AS INDICATED ON DRAWINGS.

PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALL 13.

BOTH UPPER AND LOWER TRACKS. SPLICES IN STUDS ARE NOT PERMITTED.

PLUMB, ALIGN, AND SECURELY ATTACH STUDS TO THE FLANGES OF 12.

STRUCTURAL ELEMENT, AND BUTT-WELDED OR SPLICE 2 INCHES.

SECURELY ANCHOR ABUTTING LENGTHS OF TRACK TO A COMMON 11.

BE LEVELED BEFORE FASTENING TRACK.

TRACK. CONCRETE SURFACES MORE THAN 1/2 INCH OUT-OF PLANE SHALL

COMPLETE, UNIFORM, AND LEVEL BEARING SUPPORT FOR THE BOTTOM

SECURELY ANCHOR TRACK TO THE SUPPORTING STRUCTURE. PROVIDE 10.

A MINIMUM 1/8" AWS TYPE 6013 WELDING ROD.

WELDING OF COLD-FORMED STUDS AND JOISTS MAY BE PERFOMED USING 9.

UP ALL WELDS WITH A ZINC-RICH PAINT.

CONNECTION. WIRE TYING OF COMPONENTS IS NOT PERMITTED. TOUCH

PROVIDE SCREWS OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE

FASTEN COMPONENTS WITH SELF-DRILLING SCREWS OR WELDING. 8.

PRIOR TO FASTENING.

THAT THEIR ENDS ARE POSITIONED AGAINST THE INSIDE OF TRACK WEB

INSTALL AXIALLY-LOADED STUDS IN A MANNER WHICH WILL ASSURE 7.

DELETED.6.

PROVIDED THE CHANNEL IS PROPERLY FASTENED TO EACH STUD.

MAY BE POSITIONED THROUGH THE STUD PUNCH OUTS AS BRIDGING

NOTED OTHERWISE. AS AN OPTION, CONTINUOUS COLD-FORMED CHANNELS

HORIZONTALLY WITH A MAXIMUN VERTICAL SPACING OF 5'-0" UNLESS

PLACE ALL COLD-FORMED STEEL STUD WALL BRIDGING EVEN 5.

54 MILS THICK.

MORE THAN 43 MILS THICK, AND 50 KSI FOR MATERIAL NOT LESS THAN

HIGHER, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR STEEL NOT

CORRESPONDING TO THE REQUIREMENTS OF ASTM A653 SS GRADE 33 OR

FORM ALL FRAMING MEMBERS FROM CORROSION RESISTANT STEEL, 4.

ASSOCIATION (SSMA).

DESIGNATIONS ARE IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS

ALL COLD-FORMED STUDS, TRACK, BLOCKING, AND JOISTS 3.

COLD-FORMED STEEL STRUCTURAL MEMBERS”, LATEST EDITION.

IRON AND STEEL INSTITUTE (AISI) “SPECIFICATION FOR THE DESIGN OF

DESIGN ALL STRUCTURAL MEMBERS IN ACCORDANCE WITH AMERICAN 2.

THICKNESS, AND SPACING SHOWN ON THE DRAWINGS.

PROVIDE ALL STUDS, JOISTS, AND ACCESSORIES OF THE TYPE, SIZE, 1.

S-002.1

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2'-0" "8

6"

19'-6"

5'-3" 10'-2"4'-1"

4'-10"

4'-1"

4'-9"

"2

"8

"8

"8

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A7

SCALE: 1"=1'-0"

PARTITION DETAIL AT OFFICE

A1

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

E1

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

NO.

DOOR

DOOR SCHEDULE

SIZE

DOOR MATERIAL

DOOR FRAMENESS

THICK-

SET

HDWARE

A01

A03

A04

A02

ROOM FINISH SCHEDULE

A01

A02

A03

A04

B01

B02

C01

C02

D01

NAME

ROOM

NO.

ROOM FLOOR

FINISH BASE FINISH

CEILING

COMMENTS

FINISH

WALL

D02

CLOSET 3

CLOSET 1

CLOSET 2

OIL STORAGE

AIR CONDITIONER RM

EVAPORATOR RM

PARTS STORAGE

HEATER ROOM

PENSTOCK ROOM

SENIOR MECH OFFICE

A05

A06

A07

CLOSET 4

B03 PLUMBING CHASE

POWERPLANT SPECIALIST

VESTIBULE

FOR WALL FINISH, REF ROOM FINISH NOTES

FOR WALL FINISH, REF ROOM FINISH NOTES

RB

RB

RB

RB

CPT

VCT

CPT

PP

PP

PP

PP

PP

CONC

CONC

CONC

CONC

SC

SC

SC

SC

SC

SC

SC CONC

CONC

CONC

A05

GENERAL NOTES

CHANNELS

AND 1 1/2" CARRYING

BY 3/4" CROSS CHANNELS

ON SCREED SUPPORTED

PLASTER CEILING

EXISTING

FRAMING AT 16" O.C.

3 5/8" COLD FORMED

SUPPORTED BY

5/8" GYPSUM BD SOFFIT

6" CINDER BLOCK WALL

DEMOLISH EXISTING

ASSOCIATED HARDWARE

STEEL FRAME AND ALL

ALONG WITH EXISTING

HOLLOW METAL DOOR

RE-INSTALL EXISTING

AT 16" O.C.

3 5/8" MTL STUDS

5/8" GYPSUM BD

5/8" GYPSUM BD

AT DOOR HEAD

BOX HEADER BEAM

VCT

TO MATCH EXISTING

RUBBER WALL BASE

SET IN MASTIC

ALUMINUM THRESHOLD

FLOOR PLAN - SR MECHANIC'S OFFICE

CEILING PLAN - SR MECHANIC'S OFFICE

A01

A02

A03

CLOSET 1

CLOSET 2

CLOSET 3

A04

A07

VESTIBULE

A03

A05

A04

A01

A02

A07

MECHANIC OFFICE

SENIOR

CLOSET 4

A05

TYPICAL ROOM FINISH NOTES

NEW CONSTRUCTION KEYNOTESX

ABBREVIATIONS

DOOR SCHEDULE NOTES

PAINTED.

ALL DOORS AND ASSOCIATED FRAMES IN DOOR SCHEDULE SHALL BE 2.

DOORS SHALL BE REUSED.

REMAINDER OF DOOR HARDWARE ASSOCIATED WITH RELOCATED

AS INDICATED. PROVIDE NEW PERIMETER SEALS AND THRESHOLDS.

HARDWARE SHALL BE REMOVED AND REINSTALLED AT NEW LOCATION

2. DOORS A01, A04, C01, C02 ALONG WITH ASSOCIATED FRAME AND

UNLESS INDICATED OTHERWISE, ALL DOORS SHALL REMAIN IN PLACE. 1.

SHEATHING

5/8" GYPSUM

INSULATION

BLANKET

R15 ACOUSTICAL

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IN THIS ROOM

FOR REQUIRED DEMOLITON

REFERENCE SHEET AD-101

NOTE:

D7

SCALE: 1"=1'-0"

C7

SCALE: 1"=1'-0"

PARTITION DETAIL AT Dr A06

B7

SCALE: 1"=1'-0"

SOFFIT DETAIL

N N

PARTITION AT Dr A03

PARTITION AT CLOSET A05

B

B

B

R38 BLANKET INSULATION

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

RB ACT

PGB

84"x42" 1 3/4" H.M. H.M. EXISTING

1 3/4" H.M. H.M. EXISTING

1 3/4" H.M. H.M. EXISTING

1 3/4" H.M. H.M. EXISTING

1 3/4" H.M. H.M. EXISTING

C01

C02

84"x42" 1 3/4" H.M. H.M. EXISTING

84"x42" 1 3/4" H.M. H.M. EXISTING

84"x30"

84"x30"

84"x30"

84"x36"

VCT

VCT

VCT

VCT

POCB

POCB

POCB

POCB

POCB

POCB

POCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

PCB

TO ROOMS LISTED IN THE ROOM FINISH SCHEDULE.

5. ALL REFERENCES TO ROOM FINISHES ON THIS SHEET PERTAIN ONLY

RM A07 ARE EXISTING ROOMS.

4. ALL ROOMS LISTED IN ROOM FINISH SCHEDULE WITH EXCEPTION OF

DESCRIPTION OF THE EXISTING BUILDING.

REFERENCE PHOTOGRAPHS CONTAINED HEREIN FOR FURTHER3.

FINISHES PRIOR TO CONSTRUCTION.

AND FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS, MATERIALS2.

MATERIALS.

REFERENCE SPECIFICATIONS FOR FURTHER DESCRIPTION OF PROJECT 1.

DOOR FRAME

REINSTALL SALVAGED

AND FRAME

EXISTING DOOR

EXISTING WALL TO REMAIN

TO MATCH WIDTH OF EXISTING

METAL STUD WALL

SHAFT WALL

3 5/8" METAL STUDS AT 16" O.C.

5/8" GYPSUM BD

SHAFT WALL

TO MATCH WIDTH OF EXISTING

METAL STUD WALL

3 5/8" METAL STUDS AT 16" O.C.

5/8" GYPSUM BD

DOOR FRAME

REINSTALL SALVAGED

SHAFT WALL

TO REMAIN

EXISTING WALL

OF EXISTING

TO MATCH WIDTH

METAL STUD WALL

OF EXISTING

TO MATCH WIDTH

METAL STUD WALL

CHANNELS

AND 1 1/2" CARRYING

BY 3/4" CROSS CHANNELS

ON SCREED SUPPORTED

PLASTER CEILING

EXISTING

SHEATHING

5/8" GYPSUM

INSULATION

BLANKET

R15 ACOUSTICAL

3 5/8" METAL HEADER

3 5/8" METAL HEADER BM

AND INSTALL ALUM REGLET

BACK 5/8" FROM NEW SHEATHING

CUT EXISTING PLASTER CEILING

CAULK JOINT

METAL CORNER BEAD

TAPE AND FLOAT

5/8" GYPSUM BD

LAY-IN ACOUSTICAL CLG.

IN Rm A01. REPLACE WITH

SUPPORT SYSTEM

PLASTER CLG AND

DEMOLISH EXISTING

VCT - VINYL COMPOSITION FLOOR TILE

CONC - EXPOSED CONCRETE

SC - SEALED CONCRETE

RB - RUBBER WALL BASE

ACT - ACOUSTICAL CEILING TILES

F.F. - FACTORY FINISH

BLOCK ABOVE

CPT/PCB - 48" CARPET WAINSCOT W/ PLASTER OVER CINDER

CPT - CARPET

PP - PAINTED PLASTER

PCB - PAINTED CINDER BLOCK WALL

POCB - PLASTER OVER CINDER BLOCK WALL

H.M. - HOLLOW METAL

ETR - EXISTING TO REMAIN

TO THE CORNER OF THE ELEVATOR SHAFT WALL.

IT ON THE HALLWAY WALL, WRAP IT AROUND THE CORNER AND EXTEND

CORNER. TAKE THE SALVAGED 14'-3" LONG SECTION OF CARPET, GLUE

SECTION OF EXISTING CARPET WAINSCOT FROM WALL IN HALLWAY AT

LEAVE NO CARPET EDGES AT OUTSIDE WALL CORNERS. DEMOLISH LAST 7.

FORMED METAL STUD FRAMING.

PROVIDE 5/8" PAINTED GYPSUM BOARD CEILING SUPPORTED BY COLD 6.

DIFFERENT LOCATION.

RE-INSTALL SALVAGED HOLLOW METAL DOOR AND METAL FRAME AT 5.

LAY-IN CEILING AT SAME HEIGHT.

4. DEMOLISH EXISTING PLASTER CEILING AND PROVIDE ACOUSTICAL

INSULATION IN CAVITY.

PROVIDE 3 1/2" THICK MINERAL WOOL ACOUSTICAL BLANKET

IN SUCH MANNER TO ACHIEVE A 7 1/2" THICK WALL TO MATCH EXISTING.

PROVIDE 6" METAL STUD WALL WITH 5/8" GYPSUM BOARD EACH FACE3.

INSULATION BETWEEN STUDS.

FACE ONLY. PROVIDE 3 1/2" MINERAL WOOL ACOUSTICAL BLANKET

PROVIDE 3 5/8" METAL STUD WALL WITH 5/8" GYPSUM BOARD ON OUTSIDE 2.

FILL CAVITY WITH MINERAL WOOL ACOUSTICAL BLANKET INSULATION.

PROVIDE 3 5/8" METAL STUD WALL WITH 5/8" GYPSUM BOARD EACH FACE.1.

0 4' 8'2'

0 4' 8'2'

0 1' 2'6"

0 1' 2'6"

0 1' 2'6"

0 1' 2'6"

0 1' 2'6"

ACT CEILING GRID 2X4 LIGHT FIXTURE

SYMBOLS LEGEND

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CEILING REGISTER

VCT FLOOR TILE

EXTENT OF NEW

VCT RB

PREPPED AND RE-PAINTED.

ALL DOORS AND DOOR FRAMES IN PROJECT AREA SHALL BE

SHALL BE REFINISED TO MATCH EXISTING TEXTURE AND COLOR.

ALL EXISTING WALL SURFACES IN RMS B01, B02, C01, C02 AND D01

EXISTING WALLS.

SHALL BE FINSIHED TO MATCH TEXTURE AND COLOR OF ADJACENT

ALL NEW WALL SURFACES IN RMS B01, B02, C01, C02 AND D01

STRUCTURE CEILINGS.

376.0. THESE THREE LEVELS HAVE EXPOSED CONCRETE

THERE ARE NO SUSPENDED CEILINGS ON LEVELS 407.0, 396.0, AND

FLOOR LEVEL SHALL REMAIN.

CEIING IN RM A01, ALL EXISTING CEILING MATERIALS ON THIS

INDICATED IN DETAIL A7 ON THIS SHEET AND THE NEW LAY-IN

EXCEPTION OF THE NEW GYPSUM BOARD CEILNG AT RM A07 AS

CHANNELS AND 1 1/2" CARRYING CHANNELS. HEIGHT VARIES WITH

SUSPENDED PLASTER ON SCREED SUPPORTED BY 7/8" CROSS

ALL EXISTING CEILINGS ON LEVEL 418.5 IN PROJECT AREA ARE

COLOR OF ADJACENT EXISTING WALLS.

ALL NEW WALLS SHALL BE FINSIHED TO MATCH TEXTURE AND

PAINTED FULL HEIGHT.

105, 107 AND THE NORTH WALL IN RM A06 ARE TO BE PREPPED AND

ALL EXISTING PLASTER WALL SURFACES IN RM A01, 102, 103, 104,

WAINSCOT IN RM 107.

WALL AT HALLWAY SHALL BE SALVAGED, AND USED TO FORM

CARPET WAINSCOT ON HALLWAY SIDE OF 14'-3" CINDER BLOCK

CARPET WAINSCOT IN RMS A01 AND A04 SHALL BE DEMOLISHED.

CARPET IS REMOVED. EXISTING CARPET IN RM 106 SHALL REMAIN.

EXISTING VINYL ASBESTOS TILE AT ALL LOCATIONS WHERE THE

BROKEN, SAWED, OR CUT. INSTALL NEW VCT TILE OVER THE

CHEMICAL CLEANING. ENSURE THAT NO VINYL ASBETOS TILE IS

SHALL BE DEMOLISHED AND ALL EXISTING GLUE REMOVED BY

CARPET. WITH EXCEPTION OF RM A06, CARPET IN ALL ROOMS

EXISTING FLOOR FINISH IN PROJECT AREA AT LEVEL 418.5 ONLY IS

1 3/4" H.M. H.M.MECH RM 84"x36" NEW HMD

A-302.1

M O

D

IF

IE

D I

N A

C C

O R

D A

N C

E W

IT

H A

M

J U

N E

IN RM A07.

SUPPORT SYSTEM

PLASTER CLG AND

DEMOLISH EXISTING

WEATHERSTRIP

THRESHOLD - BHMA J32120

INSULATION - BHMA R5Y155

SWEEP - BHMA ROY536

RAIN DRIP - BHMA ROY976

KICK PLATE - BHMA J102

SILENCER - 3 EA - BHMA L03011

DOOR STOP - BHMA L02262

LOCKSET - BHMA F86 (COORDINATE WITH PH)

HINGES - 1 1/2PR - BHMA NRP A5112

HARDWARE - MECH ROOM DOOR

A-302

A7

A-302

B7

A-302

E7

A-302

D7A-302

C7

A

A

"8

5"

11'-0"

5"1'-5" 9'-2"

/8

/2

"8 53 "8

"8

"8 53 "4

11'-0"

1'-5"9'-2"5"

"16

/8

/8

"8

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

A N

S I

D

W X

X X

X X -X

X -X -X

W

E S

T C

A P

IT

A L

L

IT

T L E R

O C

K

A R

L

IT

T L E R

O C

K D

IS

T R

IC

T M

A R

C H

IT

E R

IV

E R B

A S

IN

B A

X T

E R C

O U

N T

Y

A R

K A

N S

S

R

N O

R F

O R

K P

O W

E R

H O

U S

E

IN

S

T A

L L P

O W

E R P

L A

N T E

L E

V A

T O

R

GENERAL NOTES

ABBREVIATIONS

1 2

M L E

D D

O N

J

C H

E C

K

J

A C

K S

B A

R N

E

A1

SCALE: 1/2"=1'-0"

B

C

WALL PANEL

INSULATED COMPOSITE

3 5/8" METAL STUD WALL

BAR GRATE FLOOR

CONC - EXPOSED CONCRETE

SC - SEALED CONCRETE

RB - RUBBER WALL BASE

ACT - ACOUSTICAL CEILING TILES

F.F. - FACTORY FINISH

VCT - VINYL COMPOSITION TILE

CPT/PP - 48" CARPET WAINSCOT W/ PAINTED PLASTER ABOVE

PP - PAINTED PLASTER

CPT - CARPET

CB - 6" THICK CINDER BLOCK WALL

CMU - 8" THICK PAINTED CONCRETE MASONRY UNIT WALL

H.M. - HOLLOW METAL DOOR

ETR - EXISTING TO REMAIN

(COUNTER WEIGHT)

CABLE OPENING

(CAR SUPPORT)

CABLE OPENING

BY ELEVATOR MANUFACTURER

LIFT MOTOR DESIGNED AND PROVIDED

MACHINE ROOM SECTION

SCALE: 1/2"=1'-0"

MACHINE ROOM PLAN

M A

C H

IN

E R

O O

M D

E T

A

IL

S

1 2

T O

P O

F S

L A

B T

O T

O P O

F P

L A

T E

SLOPE @ 1 INCH PER FOOT

B5

A5

B7

MANUF

BY WALL PANEL

METAL TRIM

PREFINISHED

FRAME

METAL DOOR

PRE-FINISHED

16 GAUGE

DOOR

HOLLOW METAL

INSULATED

PREFINISHED

BEAM

BOX HEADER

DOOR HEAD AT MACHINE RM

THRESHOLD AT MACHINE RM

MANUF

BY WALL PANEL

METAL TRIM

PREFINISHED

SET IN MASTIC

THRESHOLD

ALUMIINUM

HOLLOW METAL DOOR

PREFINISHED INSULATED

MANUF

BY WALL PANEL

METAL TRIM

PREFINISHED

5/8" GYPSUM BOARD

PUNCTURE RESISTANT

AT 16' 0.C.

3 5/8" METAL STUDS

WALL PANEL

COMPOSITE

ROOF MANUF

24 GA FASCIA BY

BY ROOF MANUF

24 GA SOFFIT

FOR ROOF FRAMING

REF STRUCT

5/8" GYPSUM BOARD

PUNCTURE RESISTANT

SOFFIT DETAIL @ MACHINE RM

DESCRIPTION OF THE EXISTING BUILDING.

REFERENCE PHOTOGRAPHS CONTAINED HEREIN FOR FURTHER 6.

FINISHES PRIOR TO CONSTRUCTION.

FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS, MATERIALS AND 5.

AND OTHER PROJECT MATERIALS.

REFERENCE SPECIFICATIONS FOR FURTHER DESCRIPTION OF ELEVATOR 4.

AS-BUILT DRAWINGS FOR FURTHER DESCRIPTION.

GRID LINE A LIES ON INTERIOR FACE OF EXTERIOR CONCRETE WALL. REF 3.

DRAWINGS FOR FURTHER DESCRIPTION.

GRID LINE 3 LIES ON CENTER LINE OF STATION LINE 42 + 19. REF AS-BUILT 2.

DIMENSIONS ARE MEASURED FACE TO FACE OF FINISHED GYPSUM BOARD.

GRID LINES 1, 2, B, AND C INDICATE THE INSIDE FACE OF HOISTWAY WALLS. 1.

0 2' 4'1'

0 2' 4'1'

SCALE: 1 1/2"=1'-0" 1' 2'0 6" 1' 2'0 6"SCALE: 1 1/2"=1'-0"

SCALE: 1 1/2"=1'-0" 1' 2'0 6"

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SHEATHING

EXTERIOR GRADE

SHEATHING

EXTERIOR GRADE

A-303.1

M A

R K

M O

D

IF

IE

D I

N A

C C

O R

D A

N C

E W

IT

H A

M

J U

N E

AS SPECIFIED

PANEL ROOF

INSULATED

A-303

B7

A-501

F1 A-303

A5

A-303

B5

FUTURE ELEVATOR

FUTURE ELEVATOR

CONCRETE SLAB

FACE OF

STEEL HAND RAIL

TO REMAIN

EXISTING DUCT

NEW ELEVATOR PIT

3" DIA

1 1/2" DIA

6 4

2" DIA

2" DIA

1 1/2" DIA

2" DIA

3/4" DIA

3/4" DIA

1 1/2" DIA

3/4" DIA

1 2

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

A N

S

W

E S

T C

A P

IT

A L

L

IT

T L E R

O C

K

A R

W H

IT

E R

IV

E R B

A S

IN

L

IT

T L E R

O C

K D

IS

T R

IC

T

IN

S

T A

L L P

O W

E R P

L A

N T E

L E

V A

T O

R

M A

R C

H

N O

R F

O R

K L

A K

E

D A

M A

N D P

O W

E R

P L

A N

T

B A

X T

E R C

O U

N T

Y

A R

K A

N S

A S

W S

R

X X

X X

X X

X X

X X

SS SS SSSSSSSSSSSS

S S

S S

S S

S S

S S

S S

SS

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M

L E

D D

O N

J

C H

E C

K

C S h e e tS e e d .d g n

E2

LEVEL A

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

CLOSET 2

MECHANIC OFFICE

SENIOR

VESTIBULE

A2

LEVEL C

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

E6

LEVEL B

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

ELEVATION = 407.0 DEMOLTION

EVAPORATOR ROOM

ELEVATION = 396.0 DEMOLITION

A7

LEVEL D

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

ELEVATION = 376.0 DEMOLITION

K

C A

S E

Y

A

D A

S H

P

IP

IN

G A

N D H

V A

C D

E M

O L

IT

IO

N

V A

R

IO

U S E

L E

V A

T

IO

N S

CLOSET

ELEVATION = 418.5 DEMOLITION

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'0 4' 8'2'

N N

NN

x x

C

B

2 31

A

B

C

1 2 3

C

B

A

1 2 3

SHEET KEYNOTES

CONTROLS ALL THE WAY TO CONTROL PANEL.

REMOVE EXISTING ELECTRICALLY OPERATED DAMPER, ALONG WITH 15.

RE-USED.

EXISTING PLASTIC FLEX TUBE, RUBBER HOSE AND PIPE REDUCER TO BE 14.

13. EXISTING RUBBER HOSE TO BE RE-USED.

VENT PIPE SUCH THAT VENT OPENING TERMINATES INSIDE PIPE CHASE.

DISCONNECT 2" VENT PIPE AT ELBOW, ROTATE ELBOW AND RECONNECT 12.

EXISTING DOMESTIC WATER HEATER TO BE RELOCATED.11.

EXISTING CLOTHES WASHER TO BE RELOCATED.10.

OWNER.

EXISTING CLOTHES DRYER TO BE REMOVED AND DISPOSED OF BY THE 9.

PLUG DRAIN PIPE OPENING AND PATCH TO MATCH ADJACENT FLOOR.8.

CAP AT POINT OF DISCONNECTION.7.

EXISTING PIPE TO REMAIN.6.

EXISTING DUCTWORK TO REMAIN.5.

DEMOLITION.

REMOVE PIPE, HANGERS, ACCESSORIES ALL THE WAY TO LIMIT OF 4.

RETURN DUCT. PATCH WALL OPENING TO MATCH EXISTING WALL.

REMOVE RETURN GRILLE. DISCONNECT RETURN ELBOW FROM 12x16 3.

WAY TO LIMITS OF DEMOLITION.

REMOVE DUCTWORK, AIR DEVICES, DUCT HANGERS, ACCESSORIES, ALL THE 2.

CONTRACTOR TO MEASURE EXISTING AIRFLOWS PRIOR TO DEMOLITION.1.

THIS VIEW HAS BEEN REMOVED.

A T

H

IS

S

H E

E T A

M E

N D

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M

J U

N E

MD101.1

NEW ELEVATOR

POSITION OF

NEW ELEVATOR

POSITION OF

EXISTING DRAIN

FUTURE ELEVATOR

1 1/2" DIA

2" DIA

3/4" DIA

1 1/2" DIA

3/4" DIA

3/4" DIA

1 1/2" DIA

3/4" DIA

2" DIA

3/4" DIA

7 3

4" DIA

SS SS SSSSSSSSSSSS

S S

S S

S S

S S

S S

S S

SS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

A N

S I

D

W X

X X

X X -X

X -X -X

W

E S

T C

A P

IT

A L

L

IT

T L E R

O C

K

A R

L

IT

T L E R

O C

K D

IS

T R

IC

T M

A R

C H

IT

E R

IV

E R B

A S

IN

B A

X T

E R C

O U

N T

Y

A R

K A

N S

S

R

N O

R F

O R

K P

O W

E R

H O

U S

E

IN

S

T A

L L P

O W

E R P

L A

N T E

L E

V A

T O

R

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L E

D D

O N

J

C H

E C

K

C S h e e tS e e d .d g n

E2

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

LEVEL A

E6

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

LEVEL B

ELEVATION = 407.0ELEVATION = 418.5

A2

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

LEVEL C

ELEVATION = 396.0

A6

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

LEVEL D

ELEVATION = 376.0

J

C A

S E

Y

N E

W M

E C

H A

N

IC

A L H

V A

C /P

IP

IN

G

F L

O O

R P

L A

N V

IE

W V

A R

IO

U S E

L E

V A

T

IO

N S

A

D A

S H

12x14

20 x 14 x

D-1

D-1

B

C

S T

A

C

B

21 3

B

C

1 2 3

N N

NN

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'0 4' 8'2' x

EVAPORATOR ROOM

D-1

VD

VD

R-1

M-101.1

THIS VIEW HAS BEEN REMOVED

SHEET KEYNOTES

PIPING MATERIALS.

3/4" DIA DCW, 3/4" DIA DHW AND 3/4" DIA DRAIN PIPES. MATCH EXISTING

THE OUTLET OF THE RELIEF VALVE. RECONNECT WATER HEATER TO NEW

FLOOR. DISCHARGE PIPE SHALL NOT BE SMALLER THAN THE DIAMETER OF

RELIEF VALVE DISCHARGE PIPE NO MORE THAN 6 INCHES ABOVE THE

NEW LOCATION OF WATER HEATER. TERMINATE TEMPERATURE/PRESSURE 9.

MATERIALS.

REDUCER, RUBBER HOSE AND PLASTIC FLEX TUBE. MATCH EXISTING PIPING

1 1/2" DIA DRAIN LINE TO TERMINATE 28" AFF AND BE RECONNECTED TO PIPE

RECONNECTED TO COLD WATER AND HOT WATER RUBBER HOSES. NEW

LINES TO TERMINATE 3'-0" AFF WITH ANGLE STOP VALVES AND BE

NEW LOCATION OF CLOTHES WASHER. NEW 3/4" DIA DCW AND 3/4" DIA DHW 8.

RE-BALANCE TO EXISTING AIRFLOWS TAKEN PRIOR TO DEMOLITION.7.

DRAIN PIPE (FIELD VERIFY LOCATION.) MATCH EXISTING PIPING AMTERIALS.

CONNECT NEW 4" DIA. FLOOR DRAIN WITH 4" DIA. DRAIN PIPE TO EXISTING 6.

NOT USED.5.

EXISTING PIPING MATERIALS.

WATER LINES IN CHASE TO BACK OF THE EVAPORATOR ROOM. MATCH

EXTEND DOMESTIC COLD WATER (TREATED WATER) AND DOMESTIC HOT 4.

RETURN GRILLE.

FLOOR. ROUTE NEW RETURN DUCT TO OVER CLOSET. CONNECT TO 24x24

CONNECT NEW 16 x 12 RETURN DUCT TO EXISTING 16 x 12 DUCT OPENING AT 3.

DUCTWORK TO MATCH EXISTING DUCTWORK.

TO AVOID NEW ELEVATOR SHAFT. CONNECT TO EXISTING DUCT. NEW

CONNECT NEW 20x14 SUPPLY DUCT TO EXISTING DUCT. OFFSET NEW DUCT 2.

FOR 2).

CONNECT TO NEW SUPPLY AIR DUCT RUNOUTS TO NEW DIFFUSERS. (TYP

12x14 SUPPLY DUCT. OFFSET NEW DUCT TO AVOID NEW ELEVATOR SHAFT.

FIELD VERIFY EXACT SIZES OF EXISTING DUCTWORK. CONNECT TO EXISTING 1.

A A

M E

N D

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M

J U

N E

FD

A

A

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

A N

S I

D

W X

X X

X X -X

X -X -X

W

E S

T C

A P

IT

A L

L

IT

T L E R

O C

K

A R

L

IT

T L E R

O C

K D

IS

T R

IC

T M

A R

C H

IT

E R

IV

E R B

A S

IN

B A

X T

E R C

O U

N T

Y

A R

K A

N S

S

R

N O

R F

O R

K P

O W

E R

H O

U S

E

IN

S

T A

L L P

O W

E R P

L A

N T E

L E

V A

T O

R

S

S

S

M L E

D D

GENERAL NOTES

L E

V A

T O

R M

A C

H

IN

E R

O O

M

P O

W E

R A

N D L

IG

H T

IN

G P

L A

N

T

D A

N G

A

D A

S

E5

SCALE: 1/2" = 1'-0"

MACHINE ROOM POWER PLAN MACHINE ROOM LIGHTING PLAN

EX1

G1 G1

DS-1

PNL MDP

TRANSFORMER

PNL LA

FA

VVVF

ELEVATOR CONTROL PNL

LA-4,6

MDP-7,9,11

A1

GFCI

GFCI

P1

P1

LA-9

LA-8

INFORMATION FOR EACH FLOOR PLAN.

8. REFER TO ARCHITECTURE FLOOR PLAN LAYOUT FOR MORE DETAILS

7. REFER TO SHEET E-602 FOR LIGHTING FIXTURE SCHEDULE.

NOTED.

6. ALL WIRINGS SHALL BE A MINIMUM SIZE OF #12 AWG UNLESS OTHERWISE

EQUIPMENT MOUNTING TO AVOID INTERFERENCES.

5. COORDINATE WITH ARCHITECTURE, MECHANICAL, AND STRUCTURE FOR ALL

ALL EQUIPMENT ARE SURFACE MOUNTED UNLESS OTHERWISE NOTED.4.

REFER TO E-501 FOR ELECTRICAL DETAILS.3.

REFER TO E-601 FOR ELECTRICAL ONE LINE DIAGRAM.2.

REFER TO E-001 FOR ELECTRICAL LEGEND.1.

CLOSET 1

CLOSET 2

A01

MECHANIC OFFICE

SENIOR

CLOSET 4

A4

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

A8

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

SR MECHANIC'S OFFICE LIGHTING PLANSR MECHANIC'S OFFICE - POWER PLANELEVATOR PIT - POWER AND LIGHTING PLAN

3S

S

M M

MM

EX1

M

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LA-15,17

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LA-13

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9. COORDINATE EQUIPMENT IN THE ELEVATOR PIT MOUNTING HEIGHT IN THE

LA-16,18

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0 4' 8'2'0 2' 4'1'

SHEET KEYNOTES

HEATER AND MAKE A COMPLETE CONNECTION.

PROTECTIVE COVER. PROVIDE A THERMOSTAT CONTROL WITH THE STRIP

18. 240VOLT, 1250WATT, CHANNEL STRIP HEATER. PROVIDE PERFORATED

17. 30AMP, 240VOLT, 2-POLE, NEMA4 DISCONNECT SWITCH.

CIRCUIT. REFER TO SHEET E-102 FOR EXISTING RECEPTACLE CIRCUIT.

EQUIPMENT GROUNDING, AND CONNECT CIRCUIT TO EXISTING RECEPTACLE

INSTALL NEW SURFACE MOUNTED CONDUIT, 2 #12 AWG AND 1 #12 AWG

16. INSTALL A 20AMP, 120VOLT, SURFACE MOUNTED DUPLEX RECEPTACLE.

EXISTING LIGHTNG CIRCUIT. MAKE COMPLETE CONNECTION.

15. 2 #12 AWG AND 2 #12 AWG EQUIPMENT GROUNDING CONDUCTOR TO

E-106 FOR LIGHT FIXTURES LOCATION.

GALVANIZED CONDUIT TO ELEVATOR SHAFT LIGHT FIXTURE. SEE SHEET

ELEVATOR SHAFT LIGHT THREE-WAY SWITCH AND 2 #12 AWG IN 3/4 " 14.

CONDUIT.

13. 3 #4 AWG, 1 # 8 AWG EQUIPMENT GROUNDING CONDUCTOR IN 1 1/2" EMT

12. HEATER RECEPTACLE, 240VOLT, NEMA 6#-20P.

FIELD TO AVOID INTERFERENCE WITH ELEVATOR EQUIPMENT.

OF THE LADDER ACCESS. COORDINATE EXACT MOUNTING LOCATION IN THE

11. MOUNT LIGHT SWITCH IN A WEATHERPROOF BACKBOX AND NEAR THE TOP

WEATHERPROOF BACKBOX AND A HEAVY DUTY COVER.

10. MOUNT RECEPTACLE 24" ABOVE PIT FINISHED GRADE AND IN A

INTERFERENCE WITH OTHER EQUIPMENT, TYPICAL FOR ALL.

GRADE. COORDINATE EXACT MOUNTING LOCATION IN THE FIELD TO AVOID

FIXTURE. MOUNT FIXTURE AT MINIMUM THREE FEET ABOVE PIT FINISHED

9. 120VOLT, HIGH PERFORMANCE 26WATT, LED VAPORPROOF, WALL MOUNTED

CONTROL PANEL INCLUDING WIRE MANAGEMENT SYSTEM.

CONTRACTOR SHALL INSTALL ALL ELEVATOR CONTROL COMPONENTS IN

8. ELEVATOR CONTROL PANEL 36" HEIGHT X 48" WIDE X 12" DEPTH.

7. ELEVATOR CONTROL PANEL AIR CONDITIONING.

TO ELEVATOR CONTROL PANEL AND MAKE COMPLETE CONNECTIONS.

A 80AMP, 3-POLE SHUNT TRIP CIRCUIT BREAKER. ROUTE SHUNT TRIP WIRES

6. 100AMP, 600VOLT, 3-POLE, NEMA 3R DISCONNECT SWITCH ENCLOSURE WITH

LA-9.

5. FIRE ALARM PANEL. CONNECT FIRE ALARM PANEL TO PANEL LA CIRCUIT

GROUNDING BUSS, NEMA 3R PANELBOARD.

225AMP, 120/240VOLT, SINGLE PHASE, 3-WIRE, MAIN CIRCUIT BREAKER, 4.

25KVA, 480VOLT:240/120VOLT DRY-TYPE SINGLE PHASE TRANSFORMER.3.

GROUNDING BUSS PANELBOARD.

225AMP, 600VOLT, 3-PHASE, NEMA 3R, 225AMP MAIN CIRCUIT BREAKER, 2.

ELEVATOR MACHINE ASSEMBLY1.

CONSTRUCTION.

INSTALLATION REQUIREMENTS WITH FIELD PERSONNEL AT TIME OF

RATED FOR THE SPACE WHERE IT IS INSTALLED. COORDINATE

MANUFACTURE'S INSTRUCTIONS. PROVIDE ENCLOSURES FOR DEVICES

LOCATE SENSOR AND MOUNT TO MACHINE ROOM WALL PER

24. PROVIDE TEMPERATURE SENSOR IN THE ELEVATOR MACHINE ROOM. FIELD

PERSONNEL AT TIME OF CONSTRUCTION.

INSTALLED. COORDINATE INSTALLATION REQUIREMENTS WITH FIELD

PROVIDE ENCLOSURES FOR DEVICES RATED FOR THE SPACE WHERE IT IS

SENSOR AND MOUNT TO PIT WALL PER MANUFACTURE'S INSTRUCTIONS.

PROVIDE HIGH WATER LEVEL ALARM IN THE ELEVATOR PIT. FIELD LOCATE 23.

CONTROL SYSTEM. MOUNT BUTTON NEXT TO THE LIGHT SWITCH.

EMERGENCY PIT STOP. MAKE COMPLETE CONNECTION TO THE ELEVATOR 22.

WHILE-IN-USE COVER. MOUNT RECEPTACLE 24" ABOVE FINISHED FLOOR.

20AMP, 120VOLT, DUPLEX RECEPTACLE. PROVIDE WEATHERPROOF 21.

MECHANICAL EQUIPMENT SCHEDULE.

MOUNT SWITCH 36" ABOVE FINISHED FLOOR. COORDINATE WITH

30AMP, 2-POLE, 240VOLT, NEMA 3R, NON-FUSIBLE DISCONNECT SWITCH. 20.

CONDUIT.

2 #10AWG AND 1-#12AWG EQUIPMENT GROUNDING CONDUCTOR IN 3/4" 19.

E-107.1

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ELEVATOR

PANEL

ALARM

FIRE

1-P

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1-P

20A

1-P

20A

1-P

20A

2-P

25A

1-P

20A

3-P

225A

600V, 3-PHASE

3-P

80A

2-P

70A

1-PHASE

25KVA

480V:240/120V

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7 10

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ELECTRICAL ONE LINE DIAGRAM

SCALE: NTS

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ELEVATOR

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1-P

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AND FAN

CAB LIGHT

ELEVATOR

2-P

20A

STRIP

PIT HEAT

ELEVATOR

1-P

20A

1-P

20A

1-P

20A

CIRCUIT

CONTROL

ELEVATOR

CIRCUIT #30

SSB#3

3-POLE

225A

EXISTING

CIRCUIT #95

SSB#5

2-POLE

50A

EXISTING

SPARE

480V- SSB#3240V- SSB#5

2-P

30A

1-P

20A

RECEPTACLE

DRYER

RECEPTACLE

WASHER

15 16

UNIT

AC

MACHINE ROOM

RECEPT

HEATER

MACHINE RM

RECEPT

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MACHINE

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SHEET KEYNOTES

CENTER.

17. 100AMP, 120/240VOLT, 1-PHASE, 3-WIRES MAIN LUG ONLY NEMA I LOAD

16. 2 #12AWG AND 1 #12AWG EQUIPMENT GROUNDING IN 3/4" CONDUIT.

CONDUIT.

15. 2 #10AWG, 1 #10AWG NEUTRAL AND 1 #12AWG EQUIPMENT GROUNDING IN 3/4"

EXISTING CABLE TRAY.

14. 2 #4AWG AND 1 #4AWG NEUTRAL + 1 #8AWG EQUIPMENT GROUNDING IN

OPERATION AND SHALL BE CAPABLE OF BEING LOCKED IN OPEN POSITION.

ENCLOSURE SHALL INCLUDE A SAFETY-SWITCH TYPE HANDLE FOR MANUAL

13. CIRCUIT BREAKER ENCLOSURE WITH SHUNT TRIP FEATURE . BREAKER

12. LOCKABLE TYPE CIRCUIT BREAKER.

11. 25HP, 480 VOLT , ELEVATOR MOTOR.

480 VOLT. 3-PHASE. MOUNT VVVF IN AN ENVIROMENT CONTROL ENCLOSER.

10. ELEVATOR VARIABLE VOLTAGE VARIABLE FREQUENCY (VVVF) DRIVE, 25 HP

CONNECTIONS.

TRIP WIRES TO ELEVATOR CONTROL PANEL AND MAKE COMPLETE SYSTEM

AN 80AMP, 3-POLE, 600VOLT SHUNT TRIP CIRCUIT BREAKER. ROUTE SHUNT

100 AMP, 600 VOLT, 3-POLE BREAKER ENCLOSURE DISCONNECT SWITCH WITH 9.

CONDUIT.

3 #6 AWG AND 1 #8 AWG EQUIPMENT GROUNDING CONDUCTOR IN 1 1/2" 8.

ELEVATOR MACHINE ROOM.

225AMP, 240/120 VOLT, SINGLE PHASE PANELBOARD, MOUNT PANELBOARD IN 7.

CONDUIT.

2 -#4 AWG AND 1 -#8AWG EQUIPMENT GROUNDING CONDUCTOR IN 1" 6.

TRANSFORMER IN ELEVATOR MACHINE ROOM.

25KVA, 480V: 240/120 VOLT, SINGLE PHASE DRY TYPE TRASFORMER. MOUNT 5.

CONDUIT.

2 #1/0 AWG AND 1 #6 AWG EQUIMPMENT GROUNDING CONDUCTOR IN 1 1/2" 4.

SHEET E-501.

MOUNT PANEL BOARD IN ELEVATOR MACHINE ROOM. REFER TO DETAIL E1 ON

225 AMP, 600 VOLT, 3-PHASE, 225 AMP MAIN CIRCUIT BREAKER PANEL BOARD, 3.

GRS CONDUIT) AND ONE (3 #1/0 AWG IN 2" GRS CONDUIT).

ONE (3 #1/0 AWG AND 1 #4 AWG EQUIPMENT GROUNDING CONDUCTOR IN 2" 2.

EXISTING SWITCHBOARD SSBD #3 LOCATED IN THE CONTROL ROOM.1.

E-601.1

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BREAKER.

PROVIDE A LOCKABLE TYPE CIRCUIT BREAKER FOR THE FIRE ALARM CIRCUIT

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E-602.1

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