PH!_elevator_hoistway.pdf

PDF 24 MB Posted Jun 25, 2018

Attached to: The Bonneville Powerhouse 1 Elevator 2 Ventilation Upgrade
Solicitation number: W9127N18B0008
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

From the source

Powerhouse Elevator Hoistway Drawings per bidder inquiries request.

View the file

Other files

File	Type	Posted
PreliminaryBidAbstract.pdf	PDF	Feb 28, 2019
Preliminary_Abstract_of_Bids.pdf	PDF	Jul 5, 2018
A.07.23_BN_Powerhouse_1_Elev_2_Vent_Plans.pdf	PDF	Jun 1, 2018
A.07.23_Bonn_PH1_Elev2_Ventilation_Final_Specs.pdf	PDF	Jun 1, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A 4'2'0' B 4'2'0'

EXIST. ELEVATOR MACHINE

ROOM PLAN (EL. 77.0)

ELEVATOR MACHINE ROOM

MODIFICATIONS (EL. 77.0)

N N

SET (TO BE REMOVED)

EXISTING MOTOR GENERATOR

(TO BE REMOVED)

EXISTING ELEVATOR CONTROLLERS

(TO BE REMOVED)

EXISTING ELEVATOR HOIST MACHINE

(TO BE REMOVED)

EXISTING ELEVATOR GOVENOR

EXISTING WALL CABINET

EXISTING MACHINE ROOM DOOR

EXISTING VERTICAL PIPE SHAFT

ELEVATOR HOIST MACHINE

AND STORAGE CABINET

ELEVATOR CONTROLLER PC

ELEVATOR CONTROLLER CABINET

MACHINE ROOM DOOR

ADD CLOSER TO EXISTING

(TO BE REMOVED)

EXISTING ELEVATOR CONTROLLER

NOTES:

SMOKE-SEAL.

UNDERSIDE OF EACH NEW PIECE TO ACT AS A

NEOPRENE TAPE SHALL BE APPLIED TO THE

INUOUS STRIP OF 1-INCH WIDE ADHESIVE-BACKED

NOT MORE THAN 1'-0" ALONG EDGES. A CONT-

EACH CORNER OF THE NEW PIECE AND SPACED

THREADED COUNTERSUNK BOLTS LOCATED AT

EXISTING FLOOR PLATE WITH A MINIMUM 1/4" DIA.

NEW PLATING SHALL BE ATTACHED TO THE

APPROXIMATE THAT OF EXISTING FLOOR PLATING.

EXISTING PLATING AND THE LUG PATTERN SHALL

PLATING SHALL MATCH APPROXIMATE THAT OF

OVERLAID WITH NEW FLOOR PLATING. NEW

THE INSTALLATION OF NEW EQUIPMENT SHALL BE

FROM THE REMOVAL OF EXISTING EQUIPMENT AND

HOLES LEFT IN THE EXISTING STEEL FLOOR PLATE

AS NEEDED FOR NEW HOIST MACHINE. GAPS AND

CONTRACTOR TO MODIFY STEEL PLATE OPENINGS

REQUIREMENTS.

ELEVATOR FOR STRUCTURAL ANALYSIS

SECTION 14 21 00.10 28: ELECTRIC TRACTION

BY THE ELEVATOR UPGRADES. SEE SPECIFICATION

ELEVATOR SUPPORTS FOR THE LOADS IMPOSED

STRUCTURAL ADEQUACY OF THE EXISTING

THE CONTRACTOR SHALL ENSURE THE

SECTION 08 71 00: DOOR HARDWARE.

SECTION 08 11 13: STEEL DOORS AND FRAMES AND

1 AND 2 ON SHEET A-601. SEE ALSO SPECIFICATION

FOR DOOR HEAD/JAMB INSTALLATION, SEE DETAILS

6'-6"

THE VERTICAL PIPE SHAFT.

PIPES AND EQUIPMENT LOCATED IN AND AROUND

DOES NOT INTERFERE WITH ANY OF THE EXISTING

AND ENSURE THAT THE NEW WALL ASSEMBLY

CONDITIONS IN THE ELEVATOR MACHINE ROOM

THE CONTRACTOR SHALL FIELD VERIFY EXISTING

A-301

ELEVATOR GOVERNOR

A-301

PIPE SHAFT, SEE NOTE NO. 4 AND A-601

FIRE-RATED WALL ENCLOSURE FOR VERTICAL

SEE NOTE NO. 3 AND SHEET A-601

3'-0" x 7'-0" FIRE-RATED HM DOOR, NOTE 5

PAD TO BE REMOVED, SEE

CONCRETE HOUSEKEEPING

EXISTING CAST-IN-PLACE

PATCH OR AN APPROVED EQUAL.

COMPOUND SUCH AS A THOROCRETE CONCRETE

WITH A CEMENTITIOUS PATCHING AND REPAIR

AFTER THE CUTTING OPERATION SHALL BE FILLED

PITS OR GOUGES LEFT IN THE FLOOR SURFACE

OPERATION SHALL BE GROUND OFF SMOOTH. ANY

UNEVENNESS LEFT AS A RESULT OF THE CUTTING

ROOM FLOOR ELEVATION. ANY RIDGES OR OTHER

SHALL BE CUT FLUSH WITH THE EXISTING MACHINE

THE EXISTING CONCRETE HOUSEKEEPING PAD

ROOM

MACHINE

ROOM

MACHINE

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

T R

PORTLAND DISTRICT

A N

S I D

B P

G N

B D

P 1.

E D

D K S

E D

D K S

E D

D R

E L E

V A

T O

R M

A C

E R

O O

AK102

V A

T O

R N

E L E

V A

T O

R R

E H

A B

N F

S T P

O W

E R

H O

U S

B O

N N

E V

L E L

O C

K A

N D D

A M

N -1

-R -0

O B

L L

E N

B E

C K

R00002

ABATE ASBESTOS IN BRAKE LININGS

W9127N10C0031CONTRACT NO.

AS-CONSTRUCTED

N S

T R

U C

T E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

W P -F

B O

N \W o rk s p a c e s \8 i\

N W

B o n n \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

DefaultSHEET NAME:G2ODBJTE JEREMY EICHNERBY USERNAME:11:02:51 AM10/19/2015DATE AND TIME PLOTTED:

DRAWING PLOT SIZE: ANSI D

E2-01

ELEVATOR SHAFT: CONCRETE SECTION OUTLINE

16'8'0'A

ELEVATOR SHAFT: CONCRETE SECTION OUTLINE

16'8'0'

ROOM

MACHINE

ELEVATOR

PIT

ELEV.

SHAFT

ELEV.

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

SHAFT

ELEV.

ROOM

MACHINE

ELEVATOR

SHAFT

ELEV.

SHAFT

ELEV.

PIT

ELEV.

SHAFT

PIPE

SHAFT

PIPE

MACHINE ROOM SECTION ELEVATION

8'4'0'

A-301

HOISTWAY SECTION DETAIL

4'2'0'

SHAFT

ELEV.

SHAFT

PIPE

SHAFT

ELEVATOR

AK301

TYP.

1B 1B

SEE A-601

ELEVATOR MACHINE ROOM,

FOR THE PIPE SHAFT IN THE

NEW FIRE-RATED ENCLOSURE

SHAFT, SEE A-601

NEIGHBORING PIPE

WAY FROM THE EXIST.

THE ELEVATOR HOIST-

PHYSICALLY SEPARATE

ASSEMBLY TO

NEW SHAFTWALL

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

T R

S I D

B P

A 1- .D

G N

B D

P 1.

E D

D K S

E D

D K S

E D

D R

V A

T O

R S

H A

F T S

E C

AK301

V A

T O

R N

E L E

V A

T O

R R

E H

A B

N F

S T P

O W

E R

H O

U S

B O

N N

E V

L E L

O C

K A

N D D

A M

N -1

-R -0

L L

E N

B E

C K

AK402

SERVICE PENSTOCK

EXISTING STATION

N C

R E

T W

E N

R A

S E

M B

L Y

W9127N10C0031CONTRACT NO.

AS-CONSTRUCTED

N S

T R

U C

T E

14 21 00.10 28.

IN ACCORDANCE WITH SPEC SECTION

RECESS OPENING SHALL BE INSTALLED

NEW HOISTWAY COVER IN EXISTING

PAINTER-750 LEDGE

SHEET METAL

SERVICE PENSTOCK, SEE AK402

THE EXIST. NEIGHBORING STATION

ELEVATOR HOISTWAY FROM

PHYSICALLY SEPARATE THE

NEW FIRE BRICK WALL ASSEMBLY TO

OVER GB

SHEET METAL

GALVANIZE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

W P -F

B O

N \W o rk s p a c e s \8 i\

N W

B o n n \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

DefaultSHEET NAME:G2ODBJTE JEREMY EICHNERBY USERNAME:11:02:52 AM10/19/2015DATE AND TIME PLOTTED:

DRAWING PLOT SIZE: ANSI D

EL. 77.0

EL. 65.0

OIL BREAKER GALLERY

EL. 55.0

EL. 37.0

EL. 23.5

FLOOR 4

MACHINE ROOM

EL. 4.5

EL. -10.0

EL. -26.0

EL. -42.0

PENSTOCK

STATION SERVICE

FLOOR 3

FLOOR 2

FLOOR 1

(DESIGNATED EXIT)

FLOOR 6

(ALTERNATE EXIT)

FLOOR 5

MACHINE ROOM

EL. 77.0

EL. 55.0

EL. 37.0

EL. 23.5

EL. -10.0

EL. -26.0

EL. -42.0

FLOOR 4

FLOOR 3

FLOOR 2

FLOOR 1

EL. 65.0

OIL BREAKER GALLERY

EL. 4.5

PENSTOCK

STATION SERVICE

(DESIGNATED EXIT)

FLOOR 6

(ALTERNATE EXIT)

FLOOR 5

MACHINE ROOM

EL. 77.0

ELEVATOR LANDING: PLAN

ELEVATOR LANDING: ELEVATION

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

A-402

ELEVATOR LANDING PLAN @ EL. -26.0 ELEVATION 1: HOISTWAY DOOR @ FLOOR EL. -26.0 ELEVATION 2: HOISTWAY WALL @ FLOOR EL. -26.0

SEE DETAIL 2/A-501.

AT EACH ELEV. LANDING.

FLOOR DIRECTORY SIGN

FLOOR 3

FLOOR 2

EL. -26.0

FLOOR 3

EL. -10.0

SHAFT

ELEV.

SHEET A-501.

STATION. SEE NOTES 1-4 ON

SURFACE-MOUNTED HALL CALL

SEE A-601

AT EL. -42 AND -26,

AND DOOR HARDWARE

NEW HOISTWAY DOOR

A-501

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

T R

S I D

B P

A 1- .D

G N

E D

D K S

E D

D K S

E D

D R

AK402

V A

T O

R N

E L E

V A

T O

R R

E H

A B

N F

S T P

O W

E R

H O

U S

B O

N N

E V

L E L

O C

K A

N D D

A M

N -1

-R -0

B E

L L

E N

B E

C K

P 1.

E L E

V A

T O

R H

W A

Y L

A N

G S

P L

A N

S A

N D E

L E

V A

N S I I

EL. -10.0

A-402

ON EACH SIDE. (TYP.)

600 LBS. IN SHEAR. PROVIDE

OF 3,000 LBS. IN TENSION AND

DEVELOP A MIN. YIELD STRENGTH

BAR DEPTH AS REQUIRED TO

INTO THE EXIST. CONC. WALL.

#4 BAR DRILLED AND EPOXIED

T W

L L

T W

L L

(TYP.)

PROVIDE ON EACH SIDE.

600 LBS. IN SHEAR.

3,000 LBS. IN TENSION AND

A MIN. YIELD STRENGTH OF

AS REQUIRED TO DEVELOP

CONC. WALL. BAR DEPTH

EPOXIED INTO THE EXIST.

#4 BAR DRILLED AND

NEW HOISTWAY DOOR AND FRAME

REBAR INTO OPEN CELLS OF THE CMU. (TYP.)

AND 600 LBS.IN SHEAR. SOLID GROUT THE

YIELD STRENGTH OF 3,000 LBS.IN TENSION

DEPTH AS REQUIRED TO DEVELOP A MIN.

EPOXY INTO THE EXIST. CONCRETE FLOOR A

VERT. #4 BARS @ 4'-0" O.C. MAX. DRILL AND

OPEN CELLS OF THE CMU. (TYP.)

SOLID GROUT THE REBAR INTO

IN TENSION AND 600 LBS.IN SHEAR.

YIELD STRENGTH OF 3,000 LBS.

AS REQUIRED TO DEVELOP A MIN.

EXIST. CONCRETE FLOOR A DEPTH

DRILL AND EPOXY INTO THE

VERT. #4 BARS @ 4'-0" O.C. MAX.

FLOOR 2

EL. -26.0

R E

M O

L A

R A

T W

L L

CMU BLOCK NOTES:

OPENINGS SHALL BE FILLED WITH GROUT FOR FULL HEIGHT OF OPENINGS.

SHALL BE FILLED SOLID WITH GROUT. CELLS UNDER LINTEL BEARINGS ON EACH SIDE OF

HOLLOW MASONRY UNITS IN WALLS OR PARTITIONS SUPPORTING VOIDS AT DOOR JAMBS

OPENINGS AT FLOOR LEVELS. FILL CELLS CONTAINING REINFORCING BARS WITH GROUT.

48-INCHES HORIZONTALLY. BOND BEAMS ARE REQUIRED AT THE BOTTOM AND TOP OF

THE MAXIMUM SPACING OF REINFORCING BARS SHALL BE 48-INCHES VERTICALLY AND

IN BOND BEAM (TYP.)

(2) #4 BARS SOLID GROUTED

IN BOND BEAM (TYP.)

(2) #4 BARS SOLID GROUTED

BLOCK. FIRE-RATED CMU BLOCK WALL CONSTRUCTION SHALL CONFORM TO ASTM E 119.

BE 2-HOUR FIRE-RATED CONSTRUCTION ASSEMBLED FROM SMOOTH FACED, 8x8x16 CMU

WALLS AT FLOOR ELEVATIONS -42.0 AND -26.0 FOR ELEVATOR #2. THE WALLS SHALL

PROVIDE LABOR AND MATERIALS TO INSTALL NEW CMU ELEVATOR HOISTWAY INFILL

SWING DOOR

INCORPORATE NEW

HOISTWAY AND

EXIST. ELEVATOR

TO ENCLOSE

BE CONSTRUCTED

WALLS SHALL

CMU HOISTWAY

NEW FIRE-RATED

STRUCK WITH A CONCAVE JOINT.

CONCRETE MASONRY UNITS SHALL HAVE 3/8 INCH JOINTS AND ALL JOINTS SHALL BE

#4 REBAR DOWELS AT ALL BOND BEAM LOCATIONS INTO ADJOINING CONCRETE WALLS.

BAR DIAMETER AT ALL LOCATIONS. DRIVE 1/2-INCH x 4-INCH HOLES TO DRIVE AND PIN

#4 REBAR SHALL BE USED AT ALL VERTICAL GROUTED CELLS. LAP ALL BAR 40 TIMES

8'4'0'

4'2'0'

(SEE NOTE 6)

OF ELEVATOR #2 HOISTWAY

EXIST. OPENING IN SOUTH WALL

ELEVATOR HOISTWAY: ELEVATION

3'-7"

(FIELD VERIFY)

SHOWN IS APPROXIMATE.

LOCATION AND ANGLE

SERVICE PENSTOCK,

EXISTING STATION

STEEL FLANGE OF

(FIELD VERIFY)

HOISTWAY

ELEVATOR

SHAFT

PIPE

REF

AK301

NEW CMU BLOCK, SEE NOTE 1

SEE NOTE 1

NEW CMU BLOCK,

(TYP.)

24 INCHES HORIZONTALLY

EACH SIDE, SPACED AT

IN SHEAR. PROVIDE ON

IN TENSION AND 600 LBS.

STRENGTH OF 3,000 LBS.

DEVELOP A MIN. YIELD

DEPTH AS REQUIRED TO

EXIST. CONC. WALL. BAR

AND EPOXIED INTO THE

#4 BAR DRILLED

N C

R E

T W

E N

R A

S E

M B

L Y

SPECIFICATION SECTION 09 90 00.10 28 FOR ADDITIONAL INFORMATION.

BLOCK SHALL MATCH SHERWIN-WILLIAMS COLOR SW 7008 "ALABASTER". SEE

PAINT SYSTEM SHALL BE A MINIMUM 12 MILS. THE FINISHED PAINT COLOR ON THE CMU

COATING SHALL COMPLY WITH MPI-119. THE DRY FILM THICKNESS (DFT) OF THE FINISHED

BE FILLED.THE BLOCK FILLER SHALL COMPLY WITH MPI-4; THE INTERMEDIATE AND TOP

FILLER AT ELEVATIONS -26.0 AND -42.0. ALL HOLES IN THE MASONRY SURFACE SHALL

PAINTERS INSTITUTE (MPI) SYSTEM EXT 4.2A LATEX-G5 (SEMI-GLOSS) OVER BLOCK

THE EXTERIOR FACE OF THE NEW CMU WALLS SHALL BE PAINTED WITH MASTER

W9127N10C0031CONTRACT NO.

AS-CONSTRUCTED

N S

T R

U C

T E

OF THE NEW FIRE BRICK INFILL ASSEMBLY.

AT THE EXISTING PENSTOCK OPENING SHALL BE REMOVED BEFORE THE INSTALLATION

AT THE CONTRACTOR'S OPTION, ALL EXISTING STEEL MESH AND STEEL ANGLES FOUND

WITH AN APPROPRIATE 2-HOUR RATED FIRE CHALKING.

AS MUCH AS POSSIBLE. ALL GAPS LEFT AROUND THE PENSTOCK FLANGE SHALL BE FILLED

THE FIRE BRICK BLOCK SHALL BE SITUATED ADJACENT TO THE PENSTOCK STEEL FLANGE

CONSTRUCTION SHALL CONFORM TO ASTM E 119. THE CLOSED, UNCUT ENDS OF

FROM SMOOTH FACED, FULLY-GROUTED, FIRE BRICK. FIRE-RATED FIRE BRICK WALL

FOR ELEVATOR #2. THE WALL SHALL BE 2-HOUR FIRE-RATED CONSTRUCTION ASSEMBLED

WALL AT THE EXISTING PENSTOCK OPENING BETWEEN FLOOR ELEVATIONS 4.5 AND 23.5

PROVIDE LABOR AND MATERIALS TO INSTALL A NEW FIRE BRICK ELEVATOR HOISTWAY INFILL

2 1/2" X 4" X 9"

FB = FIRE BRICK

FB INFILL WALL.

THE INSTALLATION OF THE

SHALL BE ASSEMBLED AFTER

ASSEMBLY. NEW PARTITION WALL

ELEVATOR "IB" SHAFT WALL

APPROXIMATE LOCATION OF NEW

SEE NOTE 5

NEW FB BLOCK INFILL,

U P

E2-07

Elevators Are Out Of Service

In Case Of Fire

Use Exit

DOWN

Generator Floor55

Turbine Floor

-10 CW & FW Pumps

-26 Oil Treatment Equip.

-42 Station Air Comp.

Oil Storage & Sewage Eq.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

W P -F

B O

N \W o rk s p a c e s \8 i\

N W

B o n n \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

DefaultSHEET NAME:G2ODBJTE JEREMY EICHNERBY USERNAME:11:13:50 AM10/19/2015DATE AND TIME PLOTTED:

DRAWING PLOT SIZE: ANSI D

PHOTO: ELEVATOR SHAFT INTERIOR

NOT TO SCALE NOT TO SCALE NOT TO SCALE

NOT TO SCALENOT TO SCALE

ASTM A17.1, SECTION 2.8.

THE HOISTWAY IN ACCORDANCE WITH

OPERATION SHALL BE REMOVED FROM

USED TO DIRECTLY SUPPORT ELEVATOR

FIELD VERIFY THAT ALL CONDUIT NOT

THE CONTRACTOR SHALL INSPECT AND

ASTM A17.1, SECTION 2.8.

THE HOISTWAY IN ACCORDANCE WITH

OPERATION SHALL BE REMOVED FROM

USED TO DIRECTLY SUPPORT ELEVATOR

FIELD VERIFY THAT ALL CONDUIT NOT

THE CONTRACTOR SHALL INSPECT AND

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

T R

S I D

B P

A .D

D P 1.

E D

D K S

E D

D K S

E D

D R

G C

O N

D U

H O

T O

E L E

V A

T O

R H

T W

A Y I

N T

E R

AK502

V A

T O

R N

E L E

V A

T O

R R

E H

A B

N F

S T P

O W

E R

H O

U S

B O

N N

E V

L E L

O C

K A

N D D

A M

N -1

-R -0

L L

E N

B E

C K

W9127N10C0031CONTRACT NO.

AS-CONSTRUCTED

N S

T R

U C

T E

FIRE RESISTIVE AIR-TIGHT ENCLOSURE.

REPAIRED TO PROVIDE A CONTINUOS,

HOISTWAY ENCLOSURE SHALL BE

ALL VISIBLE HOLES IN THE EXISTING

ASTM A17.1, SECTION 2.8.

THE HOISTWAY IN ACCORDANCE WITH

OPERATION SHALL BE REMOVED FROM

USED TO DIRECTLY SUPPORT ELEVATOR

FIELD VERIFY THAT ALL CONDUIT NOT

THE CONTRACTOR SHALL INSPECT AND

ASTM A17.1, SECTION 2.8.

THE HOISTWAY IN ACCORDANCE WITH

OPERATION SHALL BE REMOVED FROM

USED TO DIRECTLY SUPPORT ELEVATOR

FIELD VERIFY THAT ALL CONDUIT NOT

THE CONTRACTOR SHALL INSPECT AND

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

W P -F

B O

N \W o rk s p a c e s \8 i\

N W

B o n n \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

DefaultSHEET NAME:G2ODBJTE JEREMY EICHNERBY USERNAME:11:02:58 AM10/19/2015DATE AND TIME PLOTTED:

DRAWING PLOT SIZE: ANSI D

NEW HOISTWAY DOOR AND FRAME

SURFACE-MOUNTED HALL CALL

STAT ION. SEE NOTES 1-4 ON

SHEET A-5D1.

ELEVATOR LANDING PLAN ~ EL. -26.0

0 ELEVATOR

APPROXIMATE LOCATION OF NEW

ELEVATOR "IB" SHAFT WALL

ASSEMBLY. NEW PARTITION WALL

SHALL BE ASSEMBLED AFTER

THE INSTALLATION OF THE

FB INFILL WALL. ..

NEW FB BLOCK INFILL,

SEE NOTE 5 ---f.::.l.

•4 BAR DRILLED •

AND EPOXIED INTO THE

EXIST. CONC. WALL. BAR

DEPTH AS REQUIRED TO

DEVELOP A MIN. YIELD

STRENGTH OF 3,000 LBS.

IN TENSION AND 600 LBS.

IN SHEAR. PROVIDE ON

EACH SIDE, SPACED AT

24 INCHES HORIZONTALLY

<TYP.>

PIPE

SHAFT

LANDING: PLAN

I I o· 4' 8' ---

3'-7"

VERIFY

ELEVATOR

HOISTWAY

EXIST. OPENING IN SOUTH WALL

OF ELEVATOR •2 HOISTWAY

& R;.;.;E;.;.F_-f

AK301

ELEVATOR HOISTWAY: ELEVATION

0' 2' 4'

NEW CMU BLOCK, SEE NOTE 1

FLOOR DIRECTORY SIGN

AT EACH ELEV. LANDING.

SEE DETAIL 2/A-5D1.

:t w z

6 ' 6 . . . " ' 6 . . .. . · .. .. ~ . · .. ,. : .

<2> •4 BARS SOLID GROUTED

IN BOND BEAM <TYPJ

i • .. · .. i .. . . · ..

. . .. '6 . • • ' 6 ,; ~ -- · .. 6 • ·. · ..

NEW HOISTWAY DOOR

AND DOOR HARDWARE

AT EL. -42 AND -26,

SEE A-601

VERT. •4 BARS C 4'-0" O.C. MAX. DRILL AND

EPOXY INTO THE EXIST. CONCRETE FLOOR A

DEPTH AS REQUIRED TO DEVELOP A MIN.

YIELD STRENGTH OF 3,000 LBS.IN TENSION

AND 600 LBS.IN SHEAR. SOLID GROUT THE

REBAR INTO OPEN CELLS OF THE CMU. CTYPJ

ELEVATION 1: HOISTWAY DOOR ~ FLOOR EL. -26.0

0 ELEVATOR LANDING: ELEVATION

I 4' 8'

FB • FIRE BRICK

2 112" X 4" X 9" AS-CONSTRUCTED

<2> •4 BARS SOLID GROUTED

IN BOND BEAM <TYP.>

•4 BAR DRILLED AND EPOXIED

INTO THE EXIST. CONC. WALL.

BAR DEPTH AS REQUIRED TO

DEVELOP A MIN. YIELD STRENGTH

OF 3,000 LBS. IN TENSION AND

600 LBS. IN SHEAR. PROVIDE

ON EACH SIDE. <TYP.>

VERT. •4 BARS C 4'-0" O.C. MAX.

DRILL AND EPOXY INTO THE

EXIST. CONCRETE FLOOR A DEPTH

AS REQUIRED TO DEVELOP A MIN.

YIELD STRENGTH OF 3,000 LBS.

IN TENSION AND 600 LBS.IN SHEAR.

SOLID GROUT THE REBAR INTO

OPEN CELLS OF THE CMU. <TYP.>

NEW CMU BLOCK,

SEE NOTE 1 &

• • ~ . a. . .. . • .

• 6 . • . • "' . .. . . .. 6 .

..J

<i.

:t 1- Vl I

::::E u

:t w z

ELEVATION 2: HOISTWAY WALL ~ FLOOR EL. -26.0

@ELEVATOR LANDING: ELEVATION

I 4' a·

CMU BLOCK NOTES:

1. PROVIDE LABOR AND MATERIALS TO INSTALL NEW CMU ELEVATOR HOISTWAY INFILL

WALLS AT FLOOR ELEVATIONS -42.0 AND -26.0 FOR ELEVATOR •2. THE WALLS SHALL

BE 2-HOUR FIRE-RATED CONSTRUCTION ASSEMBLED FROM SMOOTH FACED, 8x8x16 CMU

BLOCK. FIRE-RATED CMU BLOCK WALL CONSTRUCTION SHALL CONFORM TO ASTM E 119.

2. THE MAXIMUM SPACING OF REINFORCING BARS SHALL BE 48-INCHES VERTICALLY AND

48-INCHES HORIZONTALLY. BOND BEAMS ARE REQUIRED AT THE BOTTOM AND TOP OF

OPENINGS AT FLOOR LEVELS. FILL CELLS CONTAINING REINFORCING BARS WITH GROUT.

HOLLOW MASONRY UNITS IN WALLS OR PARTITIONS SUPPORTING VOIDS AT DOOR JAMBS

SHALL BE FILLED SOLID WITH GROUT. CELLS UNDER LINTEL BEARINGS ON EACH SIDE OF

OPENINGS SHALL BE FILLED WITH GROUT FOR FULL HEIGHT OF OPENINGS.

3 . •4 REBAR SHALL BE USED AT ALL VERTICAL GROUTED CELLS. LAP ALL BAR 40 TIMES

BAR DIAMETER AT ALL LOCATIONS. DRIVE 112-INCH x 4-INCH HOLES TO DRIVE AND PIN

•4 REBAR DOWELS AT ALL BOND BEAM LOCATIONS INTO ADJOINING CONCRETE WALLS.

CONCRETE MASONRY UNITS SHALL HAVE 3/8 INCH JOINTS AND ALL JOINTS SHALL BE

STRUCK WITH A CONCAVE JOINT.

4. THE EXTERIOR FACE OF THE NEW CMU WALLS SHALL BE PAINTED WITH MASTER

PAINTERS INSTITUTE <MPD SYSTEM EXT 4.2A LATEX-G5 <SEMI-GLOSS> OVER BLOCK

FILLER AT ELEVATIONS -26.0 AND -42.0. ALL HOLES IN THE MASONRY SURF ACE SHALL

1,\ BE FILLED. THE BLOCK FILLER SHALL COMPLY WITH MPI-4; THE INTERMEDIATE AND TOP ~ COATING SHALL COMPLY WITH MPI-119. THE DRY FILM THICKNESS <OFT> OF THE FINISHED

PAINT SYSTEM SHALL BE A MINIMUM 12 MILS. THE FINISHED PAINT COLOR ON THE CMU

BLOCK SHALL MATCH SHERWIN-WILLIAMS COLOR SW 7008 "ALABASTER". SEE

SPECIFICATION SECTION 09 90 00.10 28 FOR ADDITIONAL INFORMATION .

5. PROVIDE LABOR AND MATERIALS TO INSTALL A NEW FIRE BRICK ELEVATOR HOISTWAY INFIL

WALL AT THE EXISTING PENSTOCK OPENING BETWEEN FLOOR ELEVATIONS 4.5 AND 2.3.5

FOR ELEVATOR •2. THE WALL SHALL BE 2-HOUR FIRE-RATED CONSTRUCTION ASSEMBLED

J,\ FROM SMOOTH FACED, FULLY-GROUTED, FIRE BRICK. FIRE-RATED FIRE BRICK WALL

~ CONSTRUCTION SHALL CONFORM TO ASTM E 119. THE CLOSED, UNCUT ENDS OF

THE FIRE BRICK BLOCK SHALL BE SITUATED ADJACENT TO THE PENSTOCK STEEL FLANGE

AS MUCH AS POSSIBLE. ALL GAPS LEFT AROUND THE PENSTOCK FLANGE SHALL BE FILLED

WITH AN APPROPRIATE 2-HOUR RATED FIRE CHALKING.

6. AT THE CONTRACTOR'S OPTION, ALL EXISTING STEEL MESH AND STEEL ANGLES FOUND

AT THE EXISTING PENSTOCK OPENING SHALL BE REMOVED BEFORE THE INSTALLATION & OF THE NEW FIRE BRICK INFILL ASSEMBLY.

US Army Corps of Engineers•

PORTLAND DISTRICT

. ' ::l oo z <;' • :

5l z~ §.< 0 Q.,... 1-

"' !<c z u

•. II) (3~ ~ UJo _., z ~;:. as 0 Clo en u

~ w w t9U z-a:

wf!:o

u. (/) • o-o Clz ~o:s O::zi- O:Sa:

Ul--0 >-a:: c..

::;:0 ~c..

)o -' -' ;j, ~ 31:

~ 31:

1- -' Ill ;j, 5 31: J:

<.> u 0 0 .., .., 1- 1-

"' "' C>: 9' . .., .., a:

C>: -;;: ...

J: J: z 1- t:: Q i 31: li:

<.:) I.&J a::

z ~ 0 z ...J ffi .., a. " 15 ~ ?( i 31:

1- "' !!! u 0 0 o:z:ffi w~> t-w< u C>: -' :::J~u o:::oo 1-u~ (/)C)~ Z z -- X 0~ ..... u-w

Vl -' " <(=W ... C>:

SHEET

IDENTIFICATION

AK402

z u;

~~~PLIT~~T~K~Rr--------------------------~~Mm~~rrrr~~~~~nw~---l--------------,-----------------::::::::::::::::::::::::::~~;;,;,;,;;~~~----------------------------~~~~~~~~----------------------------_j~::::,:7::2:o::~~ -DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

---- CONTRACT NO. W9127N10C0031

1nn1 I n A A .... n ,....,,......_, ,..,,.._,.. , ,..,.. ....... .o .o . ....... . .-..-. A oo

EL. 95'

ELEVATOR •2

HOIST MOTOR ELEVATOR ELEVATOR

40 HP, 1200 RPM CONTROLLER _,...._ J 48ov, 1J~~

M -----11 1-3--_·_2_w_1_·_6_G_N_D__.~0 ..... A _________ ,,,........_EI.~,,,--

3- •2 W/•6 GND 100A 100A

SEE NOTE 2.

SEE NOTE 1.

1CR41-r2,4,6 208/120/ 3/ 4 w

SEE NOTE 8.

3 •2 W/•6 GND (

ELEVATOR •1 )

HOIST MOTOR

PIPE GALLERY MACHINE ROOM MACHINE ROOM

i ~}------------<'I '>----------------.., 1 ~ ' , SEE NOTE 3.

3- •8 W/12 GND, 1" RGC

~--it-- - - -,..... ,......._ ,......._ r-r-:;::::::==================================================:::::l:ir------------t-T-~-t~· ->--- -......-'\.....+-''*,/--I-·,....._ - >---,.......__

HEAT PUMP. SPLIT SYSTEM ,-~=2~~'+= ........... =:-i1..... ' . ~ V"' .--"+-1C_R,......_52~ ,_:AN-EL

FAN COIL UNIT AH r M' • f\'" 1-,~~f----~~~~ 208/120/ 3/ 4 W

-...:...:..;/ SEE NOTE 11. 60AMP

i FUSED DISCONNECT

FOR COMPRESSOR UNIT

HEAT PUMP.SPLIT SYSTEM

COMPRESSOR UNIT

FUSED DISCONNECT

FOR FAN UNIT

EL. 77'

EL. 65'

EL. 55'

EL. 37'

EL. 23.5'

EL. -10'

EL. -26'

EL. -42'

EL. 43'

AS-CONSTRUCTED

CONTRACT NO. W9127N10C0031

SEE NOTE 9.

CTYP. OF 4

ELEVATOR •2 PIT

LIGHTING 8c RECEPT.

SEE NOTE 6 AND 7.

2 PIT ~

LIGHTS------

ELEVATOR CAR 2 12 W 12 GND LIGHTING, RECEPT. 8c FAN L -'"'·--1:::.:")'10~A..:..._ ______ =----·-=-..:.:.:..!_•.=.....::.:..:=------____.

2- •10 W/•10 GND

MACHINERY ROOM LIGHTING 5,,_ _____ E_X_l_S_Tl_N_G___..s

ELEVATOR MACHINERY

ROOM RE CE PT ACLES,

EXISTING TO REMAIN

s EXISTING LC-7-18 s

SEE NOTE 6.

1-CR1

120VAC

1--------2_-_•1_o_w_1_•1_o_G_N_D_-+-~~!~

FCI

r A 'I: ONE LINE DIAGRAM: ELEVATOR POWER

~ ~ NOT TO SCALE

NOT USED

GENERAL NOTES:

A. PANELBOARD SCHEDULES ARE SHOWN ON SHEET E-604.

B. SEE MECHANICAL SHEETS FOR HVAC EQUIPMENT ELECTRICAL

SPECIFICATIONS.

C. SEE SHEET M-101 FOR HVAC EQUIPMENT AND PIPING LOCATIONS.

NUMBERED NOTES:

1. REUSE EXISTING CIRCUIT BREAKER "1CQ21-q1". PROVIDE NEW

CONDUCTORS FROM BREAKER TO NEW ELEVATOR DISCONNECT.

2. PROVIDE NEW 480/.3/100AMP CIRCUIT BREAKER DISCONNECT

FOR ELEVATOR CAS REQUIRED BY NEC 620.51 IN MACHINERY

ROOM WALL.

3. PROVIDE 208/120/3/4W CIRCUIT BREAKER PANEL "1CR52"

FOR ELEVATOR CAR, HVAC EQUIPMENT AND 120VAC

RECEPTACLES. SEE SHEET E-604 FOR PANEL SCHEDULE.

4. PROVIDE NEW POWER CONDUCTORS AND CIRCUIT BREAKER

DISCONNECTS FOR ELEVATOR LIGHTING, RECEPTACLES AND

FAN AS REQUIRED BY NEC ARTICLE 620.22.A AND 620.53.

MOUNT DISCONNECT ON MACHINERY ROOM WALL NEAR

ENTRANCE DOOR.

5. ELEVATOR PHONES ARE HANDSETS CONNECTED THROUGH

TELEPHONE CIRCUITS.

6. PROVIDE 120 HVAC POWER CIRCUIT FROM "1CR12" CIRCUIT

BREAKER PANEL FOR ELEVATOR PIT LIGHTING AND WEATHER

TIGHT GFCI RECEPTACLE.

7. PROVIDE NEW CONDUIT, BOXES, SWITCHES, LIGHT FIXTURES

AND WIRE IN THE ELEVATOR PIT. ALL EQUIPMENT AND BOXES

SHALL BE NEMA 4. INST ALL LIGHT SWITCH AT THE TOP OF

THE PIT LADDER PIT FIXTURE.

8. REPLACE EXISTING BREAKER WITH A 30 AMP 3-PHASE

BREAKER, MATCH EXISTING MODELS. FEED THE NEW PANEL

"1CR52" IN THE ELEVATOR MACHINE ROOM.

9. PROVIDE ADDITIONAL ELEVATOR LOBBY FLUORESCENT

LIGHT FIXTURES AS INDICATED.

10. REPLACE EXISTING INCANDESCENT FIXTURES WITH

FLUORESCENT FIXTURES.

11. DEPENDING ON HVAC EQUIPMENT MANUFACTURER, THE

OUTDOOR AND INDOOR UNITS MAYBE EITHER BE FED BY

TWO BRANCH CIRCUITS. PROVIDE

FUSED DISCONNECTS, DISCONNECTS TO MEET THE NEC AND

MANUFACTURER'S RECOMMENDATIONS.

PORTLAND DISTRICT

i e -0 z N ~ ... N

"' ~ 0 ...

"' "' "' 0

a. a 0 0 0 0 0 0 "' "' Ul 0::

w w ~ I-z - 0:: w ~o LL Ul • o-o Dz ~D~ 0:: z I- 0 ~ 0::

(.) I- 0 >- 0:: 0..

::;: 0 0:: 0..

i z ,_ :i:

!ii :i:

N ...

ii.

0 m

"' 0 w u a::

VI z u

EK601

27 31 z "' C! . .

N of iii

-' o e"I·IS.4' j e~ GQIJ'P

WAR DEPARTMENT

tn' -

1° \LO" ,,:0· I~

f;\j!, =::'3t--lDr

M b -' 0)

10 c! Iv"", 28.!0· ~'-i---- -~--~--, J

" 0' _. I i I , o \9'

1 c~ .. --+2.,0

- ->-~_cc-.,~"" ,;-". ~_"C'<""'_~ ... ':H""

~o, , 19'r 11.5' B'f GOVT b~" 10_ L 8':1: ,84

-BY GOVT

o ., m i

I· i: , E1>p .... Ii<;'IOM '6oLT,$ ANP DRILL I--IO!.E}

IN CON(.f::EIT Pc>~ ALl. ANCHoe BOLn

I I SECTI9N A-A

SCFl.LE ~"~ t FT fo- S' FT. - ~~

LC)Vv'ER

T -

Q ..

:z: 0 o J

""w

'.' '1 , , .

Vj 0 ' ..

1: ;:; -

\l .".

-' w

"'-" ~ " AO

zOO <t<ll

Vl " ilJ u 0 z

I I SLiOE

I a -, o

" o r;, ~t, !S it): .. -, o i

I I

:1 :.;~.. ~I(p' COHC.

~El..t 135 ;'I~ , .' ~....l.-~c._ , o

'I No ~i io

ELEVATOR.

-. 0 r- ~.

III ,'"

i ,,' I ~o'

I~ •• ~. _~"'~iLC ~l;gi;it ~ __ --~:

. N-~-S '

!.t-"," 1iLE ,PARTITION PLA$TER~D O~E s~e

By GOY·T .

.t.i./~'(~ 8.2'1t",4!Q' I' ev EL.SVAfOF: COI'ITFt.,' I ~ ,I ~ J . ...9;

- ·,'1

-l~:

51..IDE DOORS

I , i

. ~(OI' 'P1..A.S.'\'~~~e·!) I YI~E. 'PARTITIO"M Ii

'tS' '( G 0\(1,-;

'j(,,.,~e.2~ 4'0' '1'1 . Bv El,EVAToR CONTR~, gi

~ \9:

I SWING PooR !

I I jCDtlC<Er, ro B. CH,JpJD "0" 5'" g ~ E 4t;Vt;Td~ cor; TK:AC.TO/l:, lEI- -2Go. D Iii

;)j~:,\~;;~- -~ t I I

• I

ELEVATOR MACHINE

--~--~~,-- - Roon AT ELEV +77.~

-'-'-_=c='-'-~.-'.!.C=-

SCALE i;~ 1'0·

.-- :I'O'~ liZ -:: =::;j

1"<1- I-' .-

2-12",M5ERT:i N01<TfI SIDE

+- 54. 0

+ 44.5'

E.LEVATION OF

</; OF INS",,·

ri-_c0417

oj. 5'4.0

-I-44.S' f------

-I- 34.5

"DIsTANce BETWEeN INSEi:n

IO!..O·l

I(LcD" +- '23.0 --~---

1---=---1 I 0 ~ 0" .. I 3.0

PLAN AI ELEV +-55 9 NOil::' INSEi!'TS LISil!O ABO'll'::

! j.: '. . -~ . u

COHiRAC:TOR,. 'PRILL HDL.Es IN Coticee.Tf 'FOil e)fPAt\SIQN nf'~~ ANC~Oj{: SOL-it, EL-EVATOI': CONT~

To CHIP c,ONC, FOR :SILL. ~ _____ .'llld' o TILE PARnnON PLA5TE-l':ED ONE. SIDE J BY Gov'r:

'--P=L'--'A-'-'N--'-.A-'-.'-T--=c=-=Lo=E"'-Vc.-_4=2. a AtlDc LEV - Z~_~

-,:-- -,' j 0, "'·"J'I oJ

_, ' (I.

......... ..... ~'-. _0

FURN.ISHED BY GO'le~NMEl1T

<D~ INSEItTS - 2~ o' LONG

" 'IiSERn- 1'0' lONG

T.uSCON i" SLOTTED 1~5E~T "'" EQ tlAI-, WITH WA~iI£"~

,OR 5/8 BOL'.!>

INseRTS SHOWN ARE FoR 5. "eOl..TS.

ALL DOORS To Bf" 7!.o' HIGH FINIStiEo oPEHltiG.

$\LL S f!'LUSH Will; IHSIDE OF HOISTWA'(, 1t'l51DE CAR D1MI:t;Slo/i5 MA'j VARY BY ONE INC.H ,0 5VIT MAl'!UFA(TURERS '

S"rANDAROS, I-!OI:iTWAy WILL BE PLUMB WITHIN ONE IC'l.CH.

I, COR P:5"OF ENGINEERSU.5. ARMY.

BONNEVILLE POWER NAVIGATION PROJECT

POWERI-IOVSE MECHANICAL EQUIPME.NT

EL[VATORS

HOl5TWAY AND MACHIMERY ROOM

FOR NO Z. OR STATION SERVICE ELEVATOR

P-\4-- 2

I l --

~ T-'-~ •

File details come from the government source that posted it.