DECK UNITS (INI:LUDING TRANSVERSE STRESSING BARS) KERB … · 2012. 3. 9. · access ladder front rail rail installation tolerance scale nts i rail~/ i typical detail platforivl rail

~ HATCH ABN2~ ~ ~21~I ~ ~ B~ 2700) Sp~ng HI~ F~!~I~:"u~s and 40~a ~1 ~bne~um~nh~.~m

~ He~ Is a Joint ~n~m ~n ~n ~1~~d H~ ~ ~ ~ ~N 59 008 ~ 5~, I

!~ =~ln~ ~ o~ ~ mW

DECK UNITS (INI:LUDING TRANSVERSESTRESSING BARS)

- KERB UNITS- (3UARDRAIf ING- HANDRAILING- GRATING

SUBJECT TO FINAL VERIFICATION AND APPROVAL

0o

- DECK UNITS INCLUDINGTRANSVERSESTRESSIN6 BARSIKERB UNITS

- 6UARDRAILING- HANDRAILING- 6RATING~--

~ NTS


BECK UNITS IIN[LUDING TRANSVERSESTRESSING BARS)

- KERB UNITS- GUARDRAILING- HANDRAILING- GRATING_.

Au~n ~TCH ~N 21 ~ 421 ~1 Tel~p~: ~1 7 3~66 ~00152 ~ffSL ~ Bag 2700) Spdng Hi~ Fa=~: ~1 7 3t66 6~

using ~m~ Ha~ d~ngs ~d o~ d~ ~ ~e dsk ~d~n~ and ~ar da~ In ~e~b ~ ~o~ roguing ~d ~ ~ for

SUBJECT TO FINAL VERIFICATION AND APPROVAL [ , ~.... ’ ................ ~ =_ ....... ~ . ~ = -~- _ . ..... ~

ViEW

- DECK UNITS (INCLUDIN6TRANSVERSESTRESSIN(] BARS)

- KERB UNITS- 6UARDRAILIN6- HANDRAILINI]- 6RATIN6


I

I

16700

8300

3800

3500 3200

7

HAM OVERBOARD LADDER

3500

_8PILE BERTHING/MOORING DOLPHIN PLANT.O. HEADSTOCKRL 6.?50(LAT)RL l,.436(AHD)

BOX BEAM1500xG00x16

1200x16 PILES

8P.___!LE BERTHING DOLPHIN FRONT ELEVATION1:200

!:~~ , ~ Proie~:f No,~U~’~CO~l ~ HATCH,-.’~z~ Q)--

1 Aurecon HATCH ABN 21 ~6 421 651 Telephone: +61 7 3166 7700152 ~ad St. (L~k~ Bag 27Q0) 8~dng HIg Fa~lmtle: .81 7 3166 6555Queensland 4004 Aus~a Email: ahbne@aureconhat~,~m

.Au reCan Hatch Is a ]e~nt venture between Aurecan Auslralla Pry Ltd ABN 54 005 139 873end Hatch Assac:Iates P(y Ltd ABN 59 608 63 500.A pe=on using Aurecon Hatch draMngs and ether date accepts the dsk offuslng the drawings and other dats In ~ec~on[o {oR11 ~lheut requesting and ~eck~ng themacoJracy egalnst the odglnal hard ~py versions;

AWAITIN(5 CLIENT APPROVALHOLD NOTE 2 - AWAITING VENDOR DESIGN INFORMATION

QUICK RELEASEMOORING HOOKS4xGOT ~°?

HANDR

II-CIRCULAR BOTTOM

I

2550

HOLDS"7’ ~’lq~-d~.

IRAIL TOP OF PLATFORM

RL 11.?00 (LAT}.RL 9.386 (AHD)

COLUMNS

REAR FEN[

--

BOX BEAM1500x600x16

--

FABRICATED HEADS’[1800xGO0x16

CL FENDERRL 6.000 ILAT)RL 3.686 CAHD)

BRIDGESTONE~ OT~FENDER SUC2250H ~

OCK

8 PILE BERTHING DOLPHIN ELEVATION

WICET~...OAL EXPORT TERMINAl,


CAST IN FERRULESREFER DETAIL

SYMETRICAL ABOUT

350 DEEPTYPICAL NO

15o TYP

II

II

II

SLOT 350 DEEP STIFFENERSTHROUGH VERTICAL STIFFENERS

ELEVATION

1~,0x1~+0x36PL~#120x190 M64 TAP - TO BE COMFIRMEDSTAINLESS STEEL--~!~GRADE 3161 PRIOR TO FABRICATION

I ,~ I[~=::

WITH FENDER. SUPPLIER

....

TAP 135YP

TYPICAL FERRULE DETAILSCALE 1:5

TYPICAL REAR FACEPLATE SPLICE

TYPICAL LONGITUDINAL STIFFENERSTO FRONT AND REAR FACES UNO

TYPICAL VERTICAL STIFFENERS

REAR PLATE SPLICE TYP

CONSTRUCTION NOTES

LONGITUDINAL STIFFENERS, FRONT, TOP, BOTTOM AND ENDPLATES.TO BE CONTINUOUS PLATE ELEMENTS. ANY SPLICEJOINTS REQUIRED ITO SUIT STOCK PLATE SIZES) SHALL BECPBW AND MADE PRIOR TO ASSEMBLY OF FRAME. SPLICEWELDS IN FACE PLATES SHALL BE MINIMUM 150 OFFSETFROM STIFFENERS RUNNING PARALLEL TO THE SPLICE,

REAR FACE PLATE OF FRAME TO BE SPLICED AS SHOWNTO FACILITATE WELDOUT OF STIFFENERS.

L+/100T QRMH PLATFORM AND REAR FENDER FRAHESECTION .~,scALE 1:2o k~ ~

l Prob{f No.

Autumn HATCH A~ 21 ~6 421 651 Tebphone: +~1 7 31~6 ~00152 ~affSI, (L~ked Bag 2700) Spdng Hill Fa~lmlle: +61 ? 3166 6555Queensla~ 4004 Aus~lla Emall: ahbne@aum~nhat~.~m

Auracon Hatch Is e Joint venture boiween Aurecon Australia Ply Lid ABN ~ 005136 873and Hatch A~.eodates Ply Lid ABN 59 006 63 600.A pemon using Aumcon H.atc h d~wfngs and other da a accepts the risk o~using ~e drawings and other dale In dec~3nlc form without request ng and checking them lotaccarecy against the odglnal hai’d copy versions;


14500

8300

3800

IMANOVERBOARDLADDER

I

4000

7 PILE BERTHING/MOORING DOLPHIN PLAN

?~PILE BERTHING DOLPHIN FRONT ELEVATION1:200

T.O. HEADSTOCKRL 6.750 (LAT)RL 4,4.36 (AHD)

BOX BEAM1500xG00x16

1200x16 PILES

Proiecf No,

Au’racon HATCH ABN 21 ~ 421 651 Telephone: +61 7 3t66 7700152~affSt.{L~k~Bag2700)Sp~ngHl~ Fa~M: +6~ 73168 ~555Queens~a~ 4004 Aus~la Emalh ahbna~au~nhat~.~m

Aurecon Hatch Is a Joint venture between Aurec~n Australia Ply Ltd ABN 54 005 139 873and Hetch Associates Pry Ltd ABN .59 00g 63 500.A person using Auracon Hatch drawings and other data accepts the dsk of:.using the draw{riga and other data In L~ectmnlc ten~ Mtheut requesting and checking them foraccuracy against the original hard c.:~W verslons;

HOLD NOTE 1 - AWAITING CLIENT APPROVALSHOLD NOTE 2 - AWAITING VENDER DESIGN INFORMATION

QUICK RELEASEMOORING HOOKS4xGOT

SEMI-CIRCULAR BOTTOM

HOLD

HAWSER

2550

TOP OF PLATFORMRL 11.700 (LAT)RL 9.386 (AHD)

"COLUMN

NDER FRAME

1500x~

FABRICATE1800xG00x1

EAM00x16

PILE BERTHING DOLPHIN ELEVA_TION_! /

-__ !J:~’~’ VERIFICATION__ _ . SUBJECTI~O FI "

FENDER FRONTAL PANELAND FENDER CHAINSHOLD NOTE 2

CL FENDERRL 6.000 (LAT)RL 3.686 (AHD)

FENDER SUC2250HIASTER

MOORING SYSTEM

HEADSTOCK

AND APPROVAL

RAILS IBY OTHERS}

WICETWIGGINS

T

..3

0

STAINLESS STEEL ,--X 134GRADE 316L ~----~r

TAP 135--

M64 TAP - TO BE COMFIRMEDWITH FENDER SUPPLIERPRIOR TO FABRICATION

TYPICAL FERRULE DETAILSCALE 1:5

CONSTRUCTION NOTES

I. LONGITUDINAL STIFFENERS, FRONT, TOP, BOTTOM AND ENDPLATES TO BE CONTINUOUS PLATE ELEMENTS. ANY SPLICEJOINTS REQUIRED {TO SUIT STOCK PLATE SIZESI SHALL BECPBW AND MADE PRIOR TO ASSEMBLY OF FRAME. SPLICEWELDS IN FACE PLATES SHALL BE MINIMUM 150 OFFSETFROM STIFFENERS RUNNING PARALLEL TO THE SPLICE.

2. REAR FACE PLATE OF FRAME TO BE SPLICED AS sHOWNTO FACILITATE WELDOUT OF STIFFENERS,

END PLATES SHALL BE CLOSING PLATES,CAST IN FERRULES--~REFER DETAIL

ILII

II

I

I

35O DEEPTYPICAL UNO

I

SLOT 350 DEEP STIFFENERS SLOTTEDTHROUGH VERTICAL STIFFENERS

\1

EL

ELEVATION2/60T QRHH PLATFORM AND REAR FENDER FRAME

SECTION

I Project No.

Autumn HATCH ABN 21 ~6 421 651 Telephone: +61 7 3i66 7700152 ~affSL (Lock~ Bag 2700) Spring HII F~mlm +61731666555Queens~a~ 4004 Aus~la EmaE: ahbne@au~nhat~.~m

Autumn Hatch Is a ~o~nt venire be~n Aure~n Aust~Ea P~ L~ ~N ~ 005 43E 873and Hatch ~sodatss P~ ~d ABN 5E 008 63A ~mon using Au~n Hatch d~ngs and o~her d~using th~ d~ngs and other data In elec~nl¢ ~o~ ~ou~ mqu~t~ and ~ng ~em ~ora~m~ agaln~ ~e od~l~l ha~ ~W ~m]ons;

LYPICAL

"YPICAL

AL VERTICAL STIFFENERS

:~ICAL LONGITUDINAL STIFFENERSTO FRONT AND REAR FACES UNO

r’PICAL REAR FACESPLICE

11tl

I1

lO GAPTYPICAL

/~___~WEB TO FLANGETYPICAL

150 TYP

TYPICAL

_JSECTIONSCALE 1:20


WlC

TO TOP AND BTM FACES> IN,

TO TOP AND BTM FACES) I\

REFER DETAIL ON DRI]--x1431-W,DR-0043

lJ

TYPICAL TOP AND BTM FACES

TO TOP AND BTM

TO TOP AND BTM SI-LIION (" [_ "~--- ""="LI:~O " " L---~----~TO TOP AND BTM FACESSCA E : .,~,~.. ,~ ~ ~

ALL INTERNAL STIFFENERS TO BE BUTT WELDED TO TOP AND BOTTOM PLATE OF PLATFORM

REFER DETAIL ON DR6-q1431-W-DR-0043

TYPICAL UNO~ ~ SYMETRICAL ABOUT~/~TO

I

TOP AND BTM FACES

CONSTRUCTION NOTESI. LONGITUDINAL STIFFENERS, TOP AND SIDE PLATES

TO BE CONTINUOUS PLATE ELEMENTS, ANY SPLICE JOINTSREOUIRED ITO SUIT STOCK PLATE SIZES1 SHALL BE CPBWAND MADE PRIOR TO ASSEMBLY OFFRAME. SPLICE WELDSIN FACE PLATES SHALL BE MINIMUM150 OFFSET FROMSTIFFENERS RUNNING PARALLEL TOTHE SPLICE.

2. BOTTOM FACE PLATE OF FRAME TO BE SPLICED AS SHOWNTO FACILITATE WELDOUT OF STIFFENERS.

TO TOP AND BTM SECTIONSCALE 1:20

,~_~:~, ~I /TTO TOP AND BTM O TOP AND

ALL INTERNAL STIFFENERS TO BE BUTT WELDED TO TOP AND BOTTOM PLATE OFPLATFORM

I Project No,

~L~re¢O~ e~ HATCHkurecon HATCH ABN 21 ~6 421.651 Telephone: +61 7 3166 7700

152 ~a# SL (L~ed Bag 2700) Spdng HIll Fa~lmge: +61 7 3166 6555

BTM FACES

Queensland 4004 Australia Ema~: ahbne@aumconhatch,com

A .....Hatch Is ajolnt .......b ....A .....Australia Ply Ltd ABN 54 005 i3g 873I

WIC~Tand HaV:h Assodales Pry Lid ABN 59 008 63 500,A pemon using Aurecon Hatch d~Mngs and olher data accepts Ihe dsk

a~m~ against ~e oflgl~l

SUBJECT TO FINAL VERIFICATION AND APPROVAL.............

I

I

t

I

T

SECTIONSCAL~ 1:20

S_ECTION ~

Aumcon HATCH ABN 21 646 421 651 Telephone: +61 7 3t66 7700 /162 Whaled (locked Bag 2700) Spdng Hill FacsJm lsl +61 7 3166 6566 IOueenslsnd 4004 Australia Emall: ehbne@aureconhetch,com

Aurecon Hatch Is 8 Joint venture between Aurecon Aueand Hatch A,~.od~les Pry Lid AEN 59 008 63 500,A pemon us]ng Auteson He~h dravAngs and other data accepts the risk oP.using the draMngs end olher data In P.Jsctmnin form wltheu! requesting and checking themaccuraw against lhe odgl,"~a! hard copy versions;

WICETWIGGINS. ISLAND

COAL EXPORTT~/tF~NA~

DIAPHRA~HS


STANDARD WEIGHT ~SHORT RADIUSBENDS TYPICAL

TYPICAL

SIDE ELEVATION ON HAWSER RAIL HAWSER RAIL POST SUPPORT

{ Projecf No.

~Autumn HATCH ABN 21 ~6 421.651 Telephone: +61 7 3166 770Q152 ~aff SL (Locked Bag 27~0) Spdng HIl F~mle: ~61 7 3166 6555

~Queensla~ 4004 Aus~la Emal: ahSne@aum~nha~,~m.Aure~n Hat~ Is a Joint venire be~n Au~n Austmla ~y Ltd ~N 54 005 ~39 873and Hatch ~so~tes P~ Ltd ABN 59 008 63 500,A pemon using Au~n Hatch d~ngs and other da~ a~ep~using the dm~ngs and other da~ ~ ~e~nlc Io~ ~out mqu~t~ and ~ng ~em for~a~m~ against ~e


QUAYLINEI _ ~

FRON:RAIL

REFER DRG No1000-W-DR-0007RAIL FOR TYP.BRACING DETAILS.

RA4L

I I I I

18700 RllL CENTRES

PLAN - RL 4.319 TORSUPPORT FRAME : SERVICE TRAY

:UPPORT BEAM

SECTIONSCALE 1:100

10x10 SEALANTALL ROUND TOPOF CONCRETE EDGE/

CONCRETECOUNTER WEIGHTCAST IN FRAMEF’c=30MPo/20 ~ ~

SL102 MESH T. & B. ~ RAIL I~ RAIL65 COVER ALL ROUNDI-N12 PERIMETER BAR 18700To & B. ALL SIDES

[-F’I II__T_I RL /+.319 ± 1.5mm

SECTIONSE^LE 1=20

ACCESSLADDER

FRONTRAIL

RAIL INSTALLATION TOLERANCESCALE NTS

I RAIL~/

I

TYPICAL DETAILPLATFORIvl RAIL

SCALE 1:2

QUAYLINE

FRONTRAIL

4500 21000

PLAN - RL 5.776 TOSPLATFORM FRAME

PLATFORM SHOWN IN EXTENDED POSITIONSCALE 1:100

BUFFER \

REINFORCEDCONCRETECOUNTER BALANCE--

4500

60 MIN. CLEAR

~ GUARDING SHALL BEWEBFORGE SS EXPANDEDMETAL WM50080 OAEWELDED ALL ROUND.GUARDING SHALLCOMPLETELY FILL VOIDSBETWEEN KICKPLATE ¯AND MIDRAIL ANDMIDRAIL AND TOP RAIL,

-- FIXEDHANDRAIL

-- FIXEDHANDRAIL

NOTES

PLAN - RL 5.786 TOPFLOOR PLATE AND HANDRAIL

PLATFORM SHOWN IN RETRACTED POSITIONSCALE 1:100

HANDRAILSUPPORT

1. FOR STRUCTURAL AND WELDING NOTES REFERTO DRG No IO00-S-DR-O001.

2. FOR MARINE NOTES REFER TO DRG No IO00-W-DR-O001.3. THIS DRAWING SHALL BE READ IN CONJUNCTION WiTH STD

DRG Nos IO00-W-DR-O005 TO IO00-W-DR-O010.4. REFER DRG No IO00-B-DR-O001 FOR CONCRETE NOTES.5. ALL LEVELS ARE TO AHD DATUM UNO.

Pro oct No.~ ~lJl’e¢~l’l I~ H~TCH ~:7~Aumcon HATCH ABN 21 ~6 421 ~51 Telephone: ~61 7 31~ 7700152 ~affSt. (L~k~ Bag 2700) 5pdng HIll Fa~lmlle: +61731686555~Queensls~ 4004 Aust~lla Emath ahbne@aum~nhat~,~m

i Aure~n Ha~ Is a J~[nt venture be~een Aure~n Australia ~ Lt~ ABN 54 005 139 873~nd Hat~ A~atss ~ Ltd ABN 59 008 63 500,A pe~n using Autumn Hatch d~Mngs a~ o~er date a~ep~ the dsk oh

; us ng the dm~ngs and other da~ In ~ec~n ~ fo~ ~lhout mqu~ and ~ng them fora~m~ against ~e o~gl~l ha~ ~W ve~l~ns;

WICETWIGGIN~ I~LAND

COAL I~XFOR7 TEK~{NAL

BRAKE HANDLE

HANDRAIL PLANADDITIONAL GUARDING

SCALE 1:25

ACCESS HATCH, REFERDRG No Iz~31-W-DR-OOIZ~

DET~

REFER PLAN ABOVEFOR GUARDING EXTENT

Documents

DECK UNITS (INI:LUDING TRANSVERSE STRESSING BARS) KERB … · 2012. 3. 9. · access ladder front rail rail installation tolerance scale nts i rail~/ i typical detail platforivl rail