Dwgs_Garrison_Intake_Crane_11x17.pdf

PDF 3 MB Posted Feb 12, 2018

Attached to: 100 Ton Intake Bridge Crane Emergency Repair, Garrison Dam, ND
Solicitation number: W9128F18R0008
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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SCALE: NTS

VICINITY MAP

SCALE: NTS

PROJECT SITE MAP

INDEX TO DRAWINGS

DESIGN FILE DESCRIPTION

CONTRACT DRAWINGS

GR88_E-601XXX.dgn

GR88_G-403XXX.dgn

GR88_G-402XXX.dgn

GR88_G-401XXX.dgn

GR88_G-002XXX.dgn

GR88_G-001XXX.dgn

E-601

G-403

G-402

G-401

G-002

G-001

ONE LINE DIAGRAM

CRANE TROLLEY ARRANGEMENT

CRANE GENERAL INFORMATION

CRANE GENERAL ARRANGEMENT

CONTRACTOR WARK AND STAGING AREAS

COVER SHEET, LOCATION MAP & INDEX TO DRAWINGS

SHEET NO.

DRAWING PLOT SIZE: ANSI B

S O

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IDENTIFICATION

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

G-001SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:42 AMDRAWING PLOT SIZE: ANSI B

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

G-001SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:42 AM

F L O

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GARRISON DAM

B E

L L P

J A

GENERAL NOTES:

WITH SPECIFICATIONS.

ARRANGEMENTS AND SUBMIT FOR APPROVAL IN ACCORDANCE

F. CONTRACTOR SHALL DESIGN COMPONENTS, SYSTEMS,

E. SOME COMPONENTS MAY NOT BE SHOWN TO SCALE.

CONDITIONS.

D. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

CODE OR FROM SPECIFICATIONS.

SHALL NOT BE CONSTRUED AS PERMITTING DEVIATIONS FROM

C. OMISSION OF COMPONENTS OR DETAILS FROM DRAWINGS

OMITTED FOR CLARITY.

B. SOME COMPONENTS AND FEATURES ON DRAWINGS ARE

DRAWING SET.

A. THE FOLLOWING NOTES APPLY TO ALL DRAWINGS IN THIS

G A

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W F

ISSUE DATE: 12 FEBRUARY 2018

CONTRACT NO.: XXXXXX-XX-X-XXXX

W9128F18R0008SOLICITATION NO.:

INTAKE BRIDGE CRANE MAIN HOIST - EMERGENCY REPAIR

GARRISON INTAKE STRUCTURE

MISSOURI RIVER, NORTH DAKOTA

GARRISON DAM

Omaha District of Engineers

US Army Corps

OMAHA DISTRICT

9101112131415 8 7 6 5 4 3 2 1

A6A5A4A3A2A1

B6B5B4B3B1 B2

CABLE TRAY DUCT

A10

A11 B8

B9B10B11B12B13

AIR RECEIVER

35 CU. FT. H.P. AFTERCOOKER

B14 2P 2L

L.P. COMP.

AIR COMPRESSOR ROOM

B15

COMP.

H.P.

COMP.

H.P.

GATE WELL

BULKHEAD

GATE WELL

PENSTOCK

CONTROLLER

TEL.

DRINKING WATER COOLER

B16

UNIT HEATERS

MANHOLE

GATE WELL

BULKHEAD

A14

WASH ROOM

TOILET AND

GATE WELL

PENSTOCK

A12 1P

SAND FILTER

80 GAL. TANK

DEEP WALL PUMPS

ROOM

WATER TREATMENT

CONTROLLER

A13

600 GAL. TANKS

FILTER

AIR COMPRESSOR

H.P. - 1.34 C.F.M.4

DE-ICER SYSTEM CONTROL VALVE BANK

CONSTRUCTION TRAILERS

AREA AVAILABLE FOR

BUILDING ACCESS

DO NOT BLOCK

FOR STAGING

AREA AVAILABLE

WELL COVERS

DO NOT BLOCK

DRAWING PLOT SIZE: ANSI B

S O

A T

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

G-002SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:45 AM

POWER PANEL

LIGHTING PANEL

UNIT HEATER (INDICATING DIRECTION OF AIR FLOW)

EXTERIOR TELEPHONE

INTERIOR TELEPHONE

TWIN HORN

PLAN

BLOCK ABLOCK B

E A

S T E

N D

LEGEND

SCALE: NTS

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G-002

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MADE ACCESSIBLE.

HATCHES SHALL BE PROTECTED, BUT SHALL BE MARKED AND

TO PROTECT THE INTAKE STRUCTURE FLOOR. THE ACCESS

3. PROVIDE AND INSTALL CONSTRUCTION PAPER AND PLYWOOD

GOVERNMENT.

BAY FLOOR HATCHES WITHOUT PRIOR APPROVAL FROM THE

2. HEAVY EQUIPMENT SHALL NOT BE PLACED ON THE ERECTION

1. MAXIMUM LIVE LOAD ON ERECTION BAY FLOOR IS 1000 PSF.

TROLLEY POSITION

UPSTREAM

TROLLEY POSITION

DOWNSTREAM

24"

H O

O K

O N

H O

O K

O N

H O

O K

O N

H O

O K

WEST SIDE OF TROLLEY

EAST SIDE OF TROLLEY

170"

(TO REMAIN)

AUXILIARY HOIST EQUIPMENT

(FOR REFERENCE ONLY)

FUTURE CONTROL PANELS

CONTRACT.

5. BOLD LINE WEIGHT INDICATES ITEMS AFFECTED BY THIS

REQUIREMENTS.

PANEL REQUIREMENTS INCLUDING WORKING CLEARANCE

4. SEE SPECIFICATION SECTION 41 01 20.73 26 FOR NEW MAIN HOIST

AGAINST THE STRUCTURE WALL.

FITS BETWEEN THE BUILDING COLUMNS WHEN THE BRIDGE IS

BE VERIFIED PRIOR TO DESIGN, TO ENSURE THAT THE EXTENSION

3. WALKWAY ADDITION PLACEMENT ALONG EXISTING WALKWAY TO

G-403 FOR FULL DETAILS OF EXISTING EQUIPMENT.

2. MAIN HOIST EQUIPMENT IS TO BE REPLACED IN KIND. SEE SHEET

DISASSEMBLY AND INSTALLATION OF MAIN HOIST EQUIPMENT.

1. PROTECT ALL AUXILIARY HOIST EQUIPMENT DURING

NOTES:

COMP.

BUMPER

FREE

BUMPER

BUMPER FREE

MIN.

BUMPER FREE

MIN.

TRAVEL

HOOK

SPAN

O.A.

BASE

WHEEL

W H

E E

L B

A S

T R

U C

W H

E E

L B

A S

T R

U C

"2 130'-6

42'-11"

"8 144'-1

2'-0"4'-3"

17 16

"2 113'-5

"2 15'-10

3'-0"5'-0"

7'-1"

8'-0"

"2 15'-2

D E F

MAIN HOIST EQUIPMENT

STRUCURAL BUILDING COLUMNS

NEW BRIDGE WALKWAY TO FIT BETWEEN

SPECIFICATIONS ARE ACHIEVED.

ENSURE WORKING SPACES PER

AND DYNAMIC BRAKING RESISTORS.

NEW MAIN HOIST VFD ENCLOSURE

DRAWING PLOT SIZE: ANSI B

S O

A T

N N

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C K

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IDENTIFICATION

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

G-501SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:48 AM

U .S

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11220

24R

H O

O K

EACH BUMPER.

AT 7"=15000 LB.,

DEFLECTION-FORCE

MAX. BUMPER

EL. 1903.46

EL. 1908.65

BUMPER

EL. 1914.23

TROLLEY

OVERALL

CAB

PER.

GAGE

EACH SIDE OF BRIDGE

AS SHOWN, ONE

BLACK-2 REQ'D.

SIGN-YELLOW &

21X38 ENAMEL

H O

O K

D N

PLATEFORM)

(BOTTOM ACCESS

EL. 1900.96

MAXIMUM

EL. 1901.52

MAXIMUM

EL. 1897.06

RAIL-ARA-A100#, 41'-11" LONG, 2 REQ'D.

MOFFETT

100/20 TON

OAKLAND CALIFN/IC

TROLLEY ACCESS LADDER

(CRANE HIGH POINT)

EL. 1914.23

(TOP OF RAIL)

EL. 1908.65

(TOP OF RAIL)

EL. 1903.46

(BY GOVERNMENT)

RUNWAY RAIL-AREA 100#

(BOTTOM OF CAB)

EL. 1896.17

U P

S T

R E

A M R

H O

O K

O N

CAB

(BOTTOM 2/0 OF CONDUCTORS)

EL. 1901.92

6'-9"

2'-0"13'-6"2'-0"

3'-6"

"2 12'-3 1'-3"6'-5"1'-3"

3'-11"4'-7""2 14'-5"2

14'-54'-7"3'-11"

"2 112'-11"2

112'-11

25'-11"

"2 11'-45'-0"6'-7"

"2 12'-32

1'-6" 9

"2 13'-11

"4 33'-10

10" MAX., BUMPER COMPRESSED

"2 13'-9

3'-0"5'-0"

2'-2"

3'-7"4'-0"4'-0"

1'-2"

"8 144'-1

42'-11"

OVERALL

SPAN

8" MAX., BUMPER COMPRESSED

2'-0"4'-3"

"4 17'-2"2

130'-6"4 15'-2

FREE

MIN., BUMPERS HOOK TRAVEL

FREE

MIN., BUMPERS

C C C

METALSHEET SIDING

FLOW

"R2 12'-3

REMOVABLE SCREEN

L L L

D O

W N S

T R

E A

M R

MOTION H.P.

(FULL L.)

R.P.M.

MFG.

TYPE

NO.

FRAME

HYDRAULIC BRAKE

ELECTRICAL &

(FULL LOAD)

MAX. SPEED F.P.M.

(100 TON CAP'Y)

MAIN HOIST

(20 TON CAP'Y)

AUX. HOIST

TROLLEY

BRIDGE

WEST

WEST CIP

CIP

CIP 444

(THRUSTOR)

G.E. CR 9516-464S

(THRUSTOR)

G.E. CR 9516-464S

(SOLENOID)

G.E. C.R. 9516-461E

WAGNER 10X4, TYPE H

G.E. CR 9516-463A &

(6 PART DOUBLE REEVING)

4.74

(2 PART DOUBLE REEVING)

20.7

47.0

114.8

MOTORS-BRAKES-SPEEDS

WEIGHTS (EST.):

GIRDERS & DRIVE- 53,300 LB.

END TRUCKS- 20,500

TROLLEY- 55,000

CAB- 4,400

TOTAL- 133,200 LB.

MAX. WHEEL LOADS:

BRIDGE-65,300 LB.; TROLLEY-63,750 LB.

POWER SUPPLY:

100 TON CAP'Y. HOOK DETAIL

"=1'-0"2

1SCALE: 1

20 TON CAP'Y. HOOK DETAIL

"=1'-0"2

1SCALE: 1

WIRE ROPE

ACTIVE WRAPS 780 FEET

IDLE 200 FEET

TOTAL 980 FEET

FURNISHED 985 FEET

ACTIVE WRAPS 920 FEET

IDLE 75 FEET

TOTAL 995 FEET

FURNISHED 1,000 FEET

1MAIN: 1

RR-R-571A TYPE XXX111, PREFORMED, UNCOATED

MAIN & AUX. AS PER FEDERAL SPECS.

7AUX:

ELEVATION FROM DOWNSTREAM

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

NOTES:

CONTRACT.

1. BOLD LINE WEIGHT INDICATES ITEMS AFFECTED BY THIS

SECTION 41 01 20.73 26.

COLLECTOR SYSTEM PER SPECIFICATION

NEW CRANE RUNWAY CONDUCTOR AND

AND COLLECTOR SYSTEM AND INSTALL

REMOVE EXISTING RUNWAY CONDUCTOR

DRAWING PLOT SIZE: ANSI B

S O

A T

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C K

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D E

N E

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

G-502SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:51 AM

U .S

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W F

3,001"

2,999 "B.

SEAL 30022

BRG. A-1211-TS

BRG. N.D. 5212

BRG. A-1211-TS

HYATT

XHA

I.D. O.D.

BRAKE C.R. 461E

SOL.

G.E.

S T

C P

L G

W A

L D

R O

XHB

XHC

BRG. 85SD22

C.R. SEAL 500328

FELT SEAL

XHE

XHF

C .R S

E A

XHD

BRG. N.D. 5212

CR-462316

SEAL

I.D.

O.D.

BRONZE

85SD22

BRG. TORRING

SEAL

OIL

FELT

D22

85S

BRG.

24 2413'-6" GAGE

17'-6"

55" WRAP LENGTH

PITCH4

144 WRAPS @ 1

55" WRAP LENGTH

PITCH4

144 WRAPS @ 1

P .D

23 23

55" TOTAL WRAP LENGTH

55 WRAPS @ 1" PITCH

55" TOTAL WRAP LENGTH

55 WRAPS @ 1" PITCH

M A

U N

G E

Q U

A L

E R

O N H

T S

H E

A V

E S

B U

S H

O .D

O N

O .D

P .D

1160 R.P.M.

FR. 405-30 H.P.

WESTINGHOUSE

462316

C.R. SEAL

DRIVE

WORM

TROLLEY

C TRUCK

GAGE

LOAD &

13.75 X4.50 X4

15" P.D., BUSHING

EQUAL. SHEAVE

C TRUCK

CHKR. P WALKWAY16

LG.8

1 X44

1X4

BUSH 3.500

WALDRON

CR 9516-464S

BRAKE

G.E. THRUSTOR

L L

B R

A K

E A

S S

E M

B L

O A

STD. CPLG. 2A

GEAR

XHA

XHB

XHC

XHD

XHE

XHF

D.P.

N T.

PITCH D.

2.571

20.000

4.250

24.000

7.500

41.500

TOOTH FRM.

HERR.; CONT.

STUB

OUTSIDE DIA.

2.800

20.229

4.650

24.400

8.300

42.300

BORE

INTERGRAL

2.875"-2.876"

SEE DETAIL

INTEGRAL

4.250"-4.251"

32.375"-32.3775"

KEY ST.

NONE

FACE

MATERIAL BHNO

STUB

PINE @

SAE 4140 HT & SR

CAST STEEL CL. 4A2

SAE 4140 HT & SR

CAST STEEL CL. 4A2

SAE 4140 (FORGE)

SAE 1035 (FORGE)

& NORMALIZE.

GEAR

D.P.

N T.

PITCH D.

3.429

10.857

4.250

24.000

6.800

30.000

TOOTH FRM.

HERR. CONT.

STUB

OUTSIDE DIA.

3.658

11.0856

4.650

24.400

7.440

30.640

BORE

3.250"-3.251"

INTEGRAL

4.750"-4.751"

KEY ST.

NONE

FACE

MATERIAL BHNO

STUB

SAE 4140 HT & SR

CAST ST. CL. 4A2

SAE 4140 HT & SR

CAST ST. CL. 4A2

SAE 4140HG

10.667

52.000

STUB

11.733

53.067

INTEGRAL

4.750"-4.751"

35.540"-35.542" 8

SAE 1045 (NORM).

CAST ST. CL. 4A2

DO NOT SCALE THIS DRAWING ALL DIMENSIONS IN INCHES-REMOVE ALL SHARP, EDGES

MAIN HOISTGEAR SCHEDULESAUXILLIARY HOIST

INTEGRAL

3X4

5X8

31X

DOWL2

16 2

3X4

5X4

" DOWL2

NOTES:

CONTRACT.

3. BOLD LINE WEIGHT INDICATES ITEMS AFFECTED BY THIS

OUTPUT SHAFT.

FOR RE-INSTALLATION TO NEW GEAR BOX

2. EXISTING MAIN HOIST PINION TO BE REMOVED AND RETAINED

OF EXISTING EQUIPMENT.

1. NEW EQUIPMENT TO MATCH FOOTPRINT AND LOAD TRANSFER

85SD22

TORRINGTON

85SD22

SEAL

FELT

FELT SEAL

C.R. SEAL 550412

TORRINGTON

BRG. 95SD22

OPP. SIDE 85SD22

C.R. SEAL 6255

BRG. N.D. 3214.

1STD. CPLG. 2

WALDRON

BRG. 80SD22

TORRINGTON

HYATT

BRG. N.D. 3214

BRGS. A-1214TS

SEAL C.R. 350212

CR 9516-464S

BRAKE

G.E. THRUSTOR

P .D

1160 R.P.M.

FR. 444 40 H.P.

WESTINGHOUSE

H .P

7F R

W E

S T

B R

A K

E A

S S

E M

B L

O A

LOAD & WHEEL BASE

L G

B R

O N

Z E B

S H

O .D

D "

AUXILIARY HOIST EQUIPMENT

AUXILIARY HOIST DRUM

AUXILIARY HOIST DRUM END

UPSTREAM SIDE OF TROLLEY

DOWNSTREAM SIDE OF TROLLEY

WEST SIDE OF TROLLEY

HOLDING BRAKE

MAIN HOIST

MOTOR

MAIN HOIST

MAIN HOIST GEAR BOX

OUTPUT SHAFT

MAIN HOIST GEAR BOX

ROTARY SWITCH

NEW MAIN HOIST LIMIT

(TO REMAIN)

PINION GEAR

MAIN HOIST

EAST SIDE OF TROLLEY

(TO REMAIN)

MAIN HOIST DRUM

(TO REMAIN)

MAIN HOIST DRUM END

(TO REMAIN)

PINION GEAR

MAIN HOIST

DRAWING PLOT SIZE: ANSI B

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 A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

G-503SHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:53 AM

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

E G

D R

O E

L E

C T

E S

N C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

E S P

A N

S I F

G R

G -4

X X

X .d

G-403

S O

U R I

E R

W F

R R

O N D

A M A

N D R

E S

E R

V O

D E

M E

A U

B E

L L P

J A

A N

E T

R O

L L E

Y A

R R

A N

G E

M E

N T

G A

R R

O N I

N T

A K

E S

T R

U C

T U

R E

B R

C R

A N

E E

M E

R G

E N

C Y R

E P

CONTROLLER

BRAKE

NOTES:

BRAKE

BRIDGE

CONTROLLER

BRAKE

AUX HOIST

CONTROLLER

BRAKE

7.5

RESISTORS

SECONDARY

AUX HOIST

AUX HOIST TROLLEY

RESISTORS

SECONDARY

TROLLEY

BRAKE

TROLLEY

RESISTORS

SECONDARY

BRIDGE

VFD

CONTROLLER

BRAKE

MAIN HOIST

BRAKE

MAIN HOIST

LINE REACTOR

LOAD REACTOR

CONTROLLER

WOUND ROTOR

CONTROLLER

WOUND ROTOR

CONTROLLER

WOUND ROTOR

RESISTORS

DYNAMIC BRAKING

DISCONNECT

MAIN LINE

RECEPTACLE

CAB

LIGHT

CAB FLOODLIGHTS

XFMR

UTILITY

480V-120V

CIRCUIT BREAKER

UTILITY TRANSFORMER

MAIN

PANEL

XFMR

CONTROL

480V-120VCONTACTOR

MAIN LINE

SYSTEM

NEW FESTOON

SYSTEM

NEW FESTOON

SYSTEM

NEW FESTOON

SYSTEM

NEW FESTOON

SYSTEM

NEW FESTOON

SYSTEM

NEW FESTOON

480V/60HZ 3 PH. 4 CONDUCTOR

RUNWAY CONDUCTORS

CB #4

480V/60HZ

COLLECTORS

CONDUCTOR

RUNWAY

HOIST CONTROLS)

(TO NEW MAIN

(AUX HOIST, TROLLEY, BRIDGE)

CIRCUITS

CONTROL

120VAC PANELBOARD

POWER PANEL 3P (REUSED)

TESTED PER SPECIFICATIONS.

ALL CRANE FUNCTIONS MUST BE FULLY FUNCTIONAL AND

8. NEW EQUIPMENT WILL INTERFACE WITH EXISTING EQUIPMENT.

CONDITIONS.

7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND

SPECIFICATION.

BREAKERS AND CIRCUITS ARE REQUIRED TO MEET THE

6. THE BREAKER/CIRCUIT QUANTITY IS CONCEPTUAL, MORE

DEVIATION FROM CODE OR FROM THE SPECIFICATIONS.

DRAWING SHALL NOT BE CONSTRUED AS PERMITTING

DEVICES, WIRING, AND OTHER COMPONENTS FROM THIS

5. DRAWING IS CONCEPTUAL, OMISSION OF PROTECTIVE

TERMINATION ON THE BRIDGE.

BOX ON THE BRIDGE TO FIRST POINT OF EXISTING

4. REPLACE ALL CONDUCTORS FROM NEW FESTOON JUNCTION

ON THE TROLLEY.

BOX ON TROLLEY TO FIRST POINT OF EXISTING TERMINATION

3. REPLACE ALL CONDUCTORS FROM NEW FESTOON JUNCTION

EQUIPMENT IS SHOWN IN LARGER LINE WEIGHT/ BOLD.

2. NEW EQUIPMENT THAT INTERFACES WITH EXISTING

1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.

U .S

A R

M Y C

O R

P S O

F E

N G

E E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

E V

E N R

E S P .E

E-601

E L

E D

G R

A M

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

S O

U R I

H D

C M

G T

B O

N A

C K

E R

T A

A H

N E

B R

A S

K A

O M

A H

A D

T R

F P -6

-6 -A -2

G R

E -6

X X

X .d g n

G A

R R

O N D

A M A

N D R

E S

E R

V O

G A

R R

O N I

N T

A K

E S

T R

U C

T U

R E

B R

C R

A N

E E

M E

R G

E N

C Y R

E P

W F

DRAWING PLOT SIZE: ANSI B

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 A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

E-601 SHEETSHEET NAME:g2hdcatt Andrew TierneyBY USERNAME:DATE AND TIME PLOTTED: 2/12/2018 10:28:55 AM

GR88_G-001XXX

GR88_G-002XXX

GR88_G-401XXX

GR88_G-402XXX

GR88_G-403XXX

GR88_E-601XXX

File details come from the government source that posted it.