Pohokura Deck

f----------- .~.

c Iiw I-.... Z-:E WI

~--I :E (.)(J) a.. ww 0U C..J-> w ~ co~ - 0)

... ~ > I

W ~ en ..~..

:::3 W(J) ..... c 1t)0 C-I 2 c::: 0

'Iooi 0- CI)

~ <C0 1t)

C C M

C => Z0 ~ <C.... 0 I--I J: en-I 0 IWJ: a..(J)

..

NOTESowe No

2400, lvcl 2 EQUAL SPACES

------

I I

,I

----I I 1

I 1

SINGLE PANEL

:::E-- "I" .

';1- I, ,

_.REFER NOlE :I

-~

l'==

OD,:Iv HANDRAIL POST

,

~

~

MASTER GO~~ IHANDRAIL SOCKET TO BE-AM------~SCALE I:S

HANDRAIL SOCKET TO BACK OF CHANNELSCALE 1:5

1114 HOLES fOR 1.412 80LV

IPLATING/GRATING

f60x3.91 SOCKETEt1+) TOP OR TOG

~ELi'':l..l~O~S-"S:<c..r_-;~::bjJ:~~;;;;==:J --'Z

~ ~ PL6 STiff~

1114 HOLES fOR tA12 BOLTS 5 1 SIDES

-'0

,v

HANDRAIL POST

20CLEARANCE

<n

:i 1

90

--t"t-

@

HANDRAIL SOCKET TO FRONT OF CHANNELSCALE 1: 5

r=r: r HANDRAIL POSTI ' 1/II,

I PLATING/GRATING I PLATING/GRATING1160x3.91 SOCKET ~) TOP OR TOG f60~3.91 SOCKET ~) TOP OR TOG

EL + TOS ""!Ll,oeS-"S:<c..r__-;:::=~tlr==r --'~

~,l----i';>t-'

,.., 3 SIDES

1114 HOLES fOR M12 BOLTS

Ill0 BAR WELDED TOu/s Of SOCKET TYP

\0Jt=,+-tA..... " L..:_

- - ---------------

PL 6 CLEAT WITH 1114HOLE FOR M12 BOlT

~c~~A[~:5 CD

vOETAIL

ELEVATION SIDE MOUNTEOSCALE 1:20

M

REfER TYPICAL HANDRAILCLAI.IP DElAIL TYPE 1

90' CORNER TYP

(U:HI ~

~~I

~

OETAII CDSCAlE 1:10 -

~

1ALTERNAliVE TOP MOUNTfD D~AS REQUIRED !U1lII. \SCALE: 1:5 ~

~ f~ w,m475MAX

1120 DRAIN HOLE"", l+t-------:r ~~\. ]11 ~I-

iii

§"

"~.••:g~~~

~fu

5~

~

@

014 HOLES FOR 1.112 BOLTS

5O'6,fLAT~3,I PL6~50 CLEAT \\lTH jll4BENT: JOl£ FOR 1.112 BOlT

~ -I~,i, -l---j

-~/~AGONAlBRACiNG

TYPICAL HANDRAIL CLAMP DETAI TYP 1SCALE: 1:5

75 30 VARIES

014 HOLE fORM12x35 LO BOlT J "-"'6l7

TYPICAL HANDRAIL CLAMP DETAIL TYPE 2SCALE: 1: 5 "--"

~5 75 5Ox6 fLAT BENT

~ - ~~

014 HOlE fORM12x35 lG BOLT' HANDRAIL POSI

HANDRAil POST-

Ie

DETAIL CDSCAlE 1:5 -

SOCKET OMITTED fOR ctARITY 0<.-0 £0 0'''' POHOKURA PLATFllOl.l 8

-- ~ ,. I ""' HANDRAIL~,.\~~P)I~~;;;;--~I =~E STANDARD DRAI'!NG - DECKj ",T-'~ _ I ~ M"_ "..,.,- ,<t,i:>\oo,~"!\".lj,'." _",N, ,- -''1 "'lj'"Afl

"1tr1l 8M "'OJ:<l C>tl11 """"".If" SMELL TODD 0,1. Se:RViC':S ,-'''''TE:O ........ H

I~""·"'"·"''''"''''''''''''''''''_t,.r ., 2M l>:: 1'llO.l<1C10n-""'O\tD''''''''''11l So 1t. """ "SC.~ ..,. 0<'" "'''o<<D_R """,",," '''' A ,,",v'1t1lAC ""0.,""0'"'' "l:"ZW_ I' 620-90-000021~";':~:J~l~~ll:;:h:1=,,·" NO 'All;.. "',,"""'""" ,"',,' t~~;:' C''':~PP' '" c. y ,,~.',,<S .........,..., "OS """Rtl«tOll""""

TO OWG No

3. GRATING - REFER TO GENERAL NOTES

4. lHE PRODUCT Of GOINGS x RISES SHALL NOTBE LESS mAN 45000 NOR MORE THAN 48000

5. STAIR SmlNGERS ~ REFER TO DESIGNDRAIIlNGS

6. HANDRAIL SHALL BE 'SmONGWELL - SAf"RAILROUND WOODSIDE SYSTEM' OR CLIENT APPROVEDEQUIVALENT

NOTES1. FOR GENERAL NO

620-90-00051

2. STAIR TREADS - REFER TO GENERAL NOTES

,.'"~"v~~

STAIRSTRINGER

-,

SCALE 1:10DETAIL

DETAIL (2SCiU£: 1:10

::=-~TI---:~: _f Iii E,!-';) TQGf10P

F " iii

SNIPE TREAD ANGLESUPPORT 10mm ABOV(HEEL Of STRINGER

~

fOR EXTENT OF GRAllNGREFER TO RELEVANTPLATE, GRAllNG &HANDRAIL LAYOUT

\\

\\

STAIR LAW"NG / DECKREFER T -VANTsmucn lAWlNG

\,

"

.~-=

STAIR HANDRAIUNG TYP

.II

ID41 /;'

\,1/

__=.'2.

\\

\\1

GRATiNG/PLATE INFlLLVl\lH NOSING & FASTENERS ASPER STAIR TREADS

11/

LATERAL BRACING GRATING / PLATE INFILL

TYPICAL TYPICAL STAIR - PLAN

DETAIL 1Q. LANDING SCAU:: 1:20 Q. LANDING

IBEAM ~STAlR RAIL 250 VIP TO WP (GOINGS) REFER RELEVANT STAIR DRAWING 100

RETURN TYP~EFERRED 400 1200 MAX ryp PREFERRED

fOR EXTENT OF GRATING/ PLAIT REFER TORELEVANT PLATING,GRATING & HANDRAILLAyOUT

~!

STAIR LANDING //'':/::11,REfER TO RElEYSmUCTURAL DR;

lANDlNG/D[Oh,~--! \HANDRAIUNGi iii ~ I i II

e-

"""LuL:Al"'-620-90-00003

"lYP

175x75x6 TREADSUPPORT TYP~

.,..... /ANGLE TO~CHANNEL

,-

1120 DRAIN HOLElYP

Id

1150 x3.19SOCKET

~I

~I

\::;J

L75x75x6 GRAllNGSUPPORT LENGTHTO SUIT INFlll PANEL

..... /3 SIDES~TYPICAL

CHANNEL SECTION

M

en

POHOKuRA PLATFORM 8STANDARD DRAII1NG DECKTYPICAL fiXED STAIR

l.~lO'

1.(l5,~

7_0~0'

05.0'

~C~~AI~:S CD

Uilll

SHELL TOO" O'L SERVicES L'M'TE"

Ntwlt"-""O

BEAM SECTION

SECTIONSCALE 1:10

10T'"

TYP~ 6

,{

t'C

~14 HOLES FOR1.112 aOLTS

S"-'lE ~s >iUTEU'''''''0.< N/A

_I"~""0><<0 EO~

~

P16

"""""."'OX ...".'"

EL(+l TOG/TOP

4

100

r1

~[1:! !i ii i

,.!E;;:}El'TOG TOP

~I.,~"L"~'MTN

~~AI~."J CD

'"<01·..·,1""'°1.,"

DETAILSCALE: 1:10

~C~~Al~:10 CDALlERNATE BOTIOM CONNECnON

DETAIL (3SCAlE: 1:10

~) TOG/TOP

ufA\

2

C",o!."'_!<>«ol""'"_I""lo"tl.'!tWR0"".....'..,.'

SCALE 1:20SECTION

120

L ..

,

I

I1~

~n I ;1'I\,,:-~%;~__ w 0

@ I" ~- g~

T.O. mEAD lii, ~

"'''' '\,,, ~ ~'i'\.\. e:;,., ..J::I;.~, .~ 400 I ~~"'\'h, 'Ok ~ ~

"~., ~ l:t! ~'\Jl '~, ~ T;i ~"!1\, '::!,:=======tln i",I:", ilL :.:: 0

II' roo=oo='={l Ii ;~n_n~ iiii

;:--n" ;;=::=~~~ I ~>+) TOGOOP

11-

" 1M lIC '''''''OJ'''''''''''''''''''"'~ ", " _,_"....... ,... ""~,,.f .. "'" '" """''' "''' ....01<0 "" """,

;;:j~;;;~~t:r%::::,,,.'0 .... ..

.~~~

~ ~~g...

",..w ":,1,~-to ~~

&

A1' ",murclIm_, aJlSl'II

"'" .._.. "_' , 1'.' '" ,., '" ,,"'"' """''''C<>:~~:-'~,~~~;"':l~:::" .. "" .", .... ""'" ..... """, ""'•.1"'1,."

.,_ .... '.............. ". """''''"',"''''ISSUC 0"""'"''''' ....

,~ TO DWG No

I-f- III ~~

~~g g~_~ :1: ....

:a~~-:..<Ci:

~n~~o CD

2. ALL 'MOLDS TO 8£ 6 ern UNO AU EDGESAND BURRS GROUND SMOOTH

3. TOP Of TOP RUNG TD BE lEva WITH TOPOR TOG

4. IF LESS THAN 900 LADDER MAY STOPSHORT OF TOPl OR TOG

5. FOR SELF CLOSING GATE otTArI.S REFERSTANDARD DRAVrlNG - LADDER SHEET 2OWG No. 520-90-00004/2

NOTES1. FOR GENERAL NOTl

620-90-00051

LADDER CAGE 'l£RTICAlS TO

/1BE EXTENDED TO HANDRAilWHEN :-'A' IS EQUAl TO OR LESSTHAN 900mm AND/OR 'Il'IS EQUAl TO OR LESS THAN900

A

."'E POOO<URA PLAlfORI,I B

;;~ LADDER SHEET 100 STANDARD DRAMNG - DECKIS.O'

~.

~~~~sc.<LE J.SJi6IED.TJC<tLCNA _ """'Ho __

~ SHE:L.L TO"" OIl.- 5E:RVlCE:S U ,=" I OJ' Ali """,... S,"" _Pl......"""" """'"620-90-00004/1

IIIIFI ~

ElJtl. TOPLo AnNG & RUNG

- - il48~3.58

""7 JS

•

I175 MIN300 'AX

,! SECTION ED""' 1:20

LADDER CAGE QUITTED -FOR ctARlTY

~L?~fT\

=t:1""":,!;""-1 ........J....<t _..::

EXTENDED LADDER CAGEVERTICALS Ol.4ITIEO FORCLARllY FOR DETAILSREF TO SECTION 'c'STEP nlROUGH LADDER

=

V¢48x3.68 PL6

I CAP SEAL WELDAND GRIND =

I FLUSH

I

SECTIONSCAlE 1:20

ELEVATIO~ DETAIL <D ;;~TI~~, EDSIDE STEP LADDER \11TH CAGENOTE; - lAOOER DETAILS AS PER STEP nlROUGHWE LADDER UNLESS NOTED OTHERWISE

v

4+ <?~y~

TOPL OR GRTC

~I~~U~~~~

.~~

EX: FL1Ox75

vfA\

ff\v

!"==

50l:~

SCAlE 1:20

SECTION

J

RAD TO,SUIT

lfiFilft 'I ° z~:E, FL1Ox75

I 6I

---

35 UNO

10 EDGE Of

"" STEELWORK

II

,.

!j,~T

II,..jj IIlh 600

'AX

SCill 1:20

l'

f-- - I- --

~1a~~-+-

SECTION

--',004.

$-

fll0xSOHOOPS

""FLlO~50

VERTlCAL0

""

~

~

~~

~

~

~

I

150 CIC l.IAXBETWEENVERTICALS TYP

SELF O-OSING GATEREFER TO NOTE 5

"EFERNOTE J

~

5-""

"

tr"LESFLl0x75

:GS1I20PLAIN BAR l'IP

600

=

t:::

DECK H/RAIL. !~OOtlR ~l

~I ~--rI-IJZ'-

~

llv15E~>

'l~~,

~~~

~

Iaz

xO

~~g~~~

,~

~§

~g~.

~:

I- ,~

~~

I

~=:J~11~:~ ®

~~~~"i==

<~:,,;

~I

TO DECKP1.ATE

TO GRATING

\?~L OR GRiC I I

ELEVATION J DETAIL <):~~~o~~AIL -=f=.

STEP THROUGH LADDER \11TH CAGE

Qi;c: [;g]6---- --" ""U:.""..:.~~""'~... ''J.J:f""

~~l~~ & RUNG7

v

~ ;':,RAD£~L[RUNG

I ---

~I /TOP HOOP CONNECTIONJlInD TO O/S FAct:OF' STILE

DETAIL @SCALE 1:5 004/1

I

~'25 'LOITEO HOlE fOR

_ ¢20 80LTx8OlG CjW NUT'" WASHER

g~ 3I3S

;;~TI~~ ED

Ll00~75x8 LLVSNIPE BACKHORlZ LEG AS

'"0'"TYPICAL

~ rh~g ~~I:~~:~~

~t 450~CLR 300 idA>:

~~TI~~o C9

NOTES1. FOR GENERAl NOl[ )1 TO DWG No

620-90-001)51

2. ALL \\(lDS 6 CFW UNO ALL EDGES AND BURRSGROUND SMOOTH

3. TOP OF TOP RUNG TO BE LEVEL WITH TOPL ORGRATING

WELDED CONNECTION

,.!Q-

--.--!-

DETAIL @SCALE 1:5 004/

.A'" PGlOKURA PLA --ii

';.:0 ~~~~~R~ ORA~NG - DECK

vM

-.~~~~SCALE ~ NOn:Dsr N/A ''''00'" IS><tO", ... ,1"All

18-- SHELL TODD OIL SE"lVlCES UM'TED I,..."""' ...J~ mvA1EaAC "",,",wOO'" NClI'WJ.AIjD 620-90-00004/2

DETAIL

DETAIL QSCALE 1;10 004/

~ --J ~~$- [Jt~_~~-:~~m::_:__-t="="=t \"50'75 ,IN

OR C200KllO

SAFETY GATE - TYPE SGISCALE: 1:10

'WELOLOK', 'WEBFORGe:' (ORAPPROVED EQlJIVALENT) SElfI 655 'IN I "-"NG GAlE,1H INTERNAL

a.R OPENING SPRING SYSTEM (AlLCOMPONENTS TO BE GALVANIZED)

111~ ---01 '"~ ,I" 5

~JI':': I

L-- /1 1: _

'I'I'Li'I'i i,I' 'I,

! -~~J.l Jb~~- \to") TO PL or GRID

-~-=-=-r-::=::==:=::-l---=-:

I ,

o

>1

::l;;-I"":,L-I,,~.

.. I,,,,,

TOP RUNG SECTION CDREfER TO SCAli 1:5NOTE 3 .

L100x75~8 UV

LADDER SNIPE BACK

STILE HORIZ LEG ASSHOWN

d-----~- -"-=--==--- --

DETAIL @SCAli 1:5

5 10q;..._jJ (---I ,i:,--1 I

LW

DETAIL 5SCALE 1:5 004/

snLE311lO":5fLl0xl00x90

(A+ ~

EL(+) TOG Y n_

V -:-r:trc~:'00'75W ~22HOLE

ABOUT CL

LADDER STILE TO GRATING CONNECTION

'" Pllo.El:l<llil,.-rtO'<.o«T11

lIl; ' •••mc.""""""'''''''''<>«):•• "'1<1> ..... <1<" ........0 ......

, ... TAN' SIOS

(:BARRUNG,nLE/

~UL ,-RUNG

~OTTOM AND INTERMEDIATEHOOP CONNECllON \\WI TOU/S RUNG AND l!S FACE OFSTILE

&'

INTERMEOlATE // BonauHOOP

LADDER]STILE

E(~) TOPL ~~~/

DETAIL @SCAlE 1:2 004/

I;'~~I

DETAIL 4SCAlE 1:5 004/

LADDER STILE TOFLnn~elATE CONNECTION

GRIND T/:S~OlESMOOffi~h~Cl

NOTES1. FOR GENERAL NOlES REFER .liNG No.

620-90-00051

2. FOR PENETRATION SIZE AND LOCAllONS RmR TO RELEVANTPUlTlNG AND GRATING PLANS AND SCHEllULES

J. ORCULAR KICK PUITES, CURVED ENDS AND PART PIPEPENETRATIONS FOR KICK PUITES SHALL BE CUT OUT OF UNEPIPE WHERE POSSIBLE

4. COLLAR Q£ARANCt: SHALL BE :-- 50 CLEARANCE FOR PIPE UP TO 150 DIA- 75 CLEARANCE FOR PIPE 200 OIA &: ABOVE

~

~ /"-OECK PL

W....NiSp..:7TYPE - DP4

DETAIL <1>

~

iYP~

-e

~TYP~y

~

DETAIL <1>TYPICAL DECK PLATE PENETRATIONS

~rYP

DECK PL

~

JTYPE - OP2

DETAIL <[>

~

OECK PL

TYPE - OPI

DETAIL <1>

~

, '~l~.w~ aIM'"~~ 'I' ~, ,

Lt=:J PIP£ StEEVE SC"~O Alii OIl

'"

TYPICAL DECK PLATEPENETRATION DETAilFOR PIPE FLANGE

O£CK PC

DETAIL <1>TYPICAL/DECK PlAIE SPlICDETAIL )

--

m~i",

'I'1_,£('>-

a(+) TOS

DECK PL

PL 6d50 KICKPUlTE

~

10

DETAIL ~

TYPICAL KICKPLATE/BUNDCONNECTION DETAIL

El(+) iDS

vM

C1

DETAIL

El(+) TOS

20

rA\'G

SECTION""'-' "~

TYPICAL DECK PLATEPENETRATION DETAIL

SECTION illSCAlE NiS -

REFER NOIT 4

~~~~:OR)rjTf~n,I'L~~ , i ' \(~~)""

l-W PI" ."~"""..lOR~~N~=T FRAl1E OR "VA(

'i;;:'js-,.•

- .'"",,,,",N(~ _

SHEt.L TODD OIL SER\fIce;s u""TEO

_o"Bo«: """Pl.""""'" """ztAl.N«I

@e[;gJIiI~;~==~.,..~ 1·"\t.\.'i1..~

001'"';;'""""" ~ ..,'....,..... ~ '''' ,'-"., .Ill ,

~"":~,~~,;~:;,,;"':l~::;\"" "" 'AT'""'..., ............. "'......,.,u.

(II f!lOUf",,"'.m.i'D'iil<o<>rNoc PO>.t"",,"'&Wl'<fI~am ".., 0.".. """" ........ "" "IEC<>/S,.,,,,,,,,,....x COHSU\."""IOS

.TIE'"

'''''''''''' =:~I~'!"---I.~_.....,""""

-.-- .-"~....O\UIH.t

~-------'-'-'----I

It'l;\l"",t~TIl::~' r~"""V1:vj, >~id"~~d • b.<, ,....,,,,,,,., • I~.. '

"".. -P---licURA P WOOM B,1.010 PLATING ETAiLS - SHEET t,;::: STANDARD DRA'MNG - DECK1.05.1

-'I:1IAf--620'90-00005

!

ION REFER TO DRAI'IING

0- -

r-,1L-Cdl~.-\u~,p..l

DETAIL

REFER TO NOTE 9 FORALTERNATIVE FIXING

~£<I(TYPICAL GRATiNe FIXING DETAILS

-'iVL

\\,

\\\

\.

~

3

OTES

~ (f 1 FOR GENERAL NOTES &; GRATING SPY j NQ 620-90-00051

DIM B 2 FOR PENETRATION SIZE AND LOCAIlQNS..~~tTING

~ 1. ANO GRATI" PLANS \J ALL DETAilS ON 11-IIS DRAWING ARE T'l'f'ICAL UNLESS~~OTED

FRP GRATING tE! I I I !if OTHERI'IISE ON DESIGN DRAWINGS \ "-,

~1. ~ 4 COLLAR CLEARANCE SHALL BE - J:"- ~ - - 50 ClEARANCf FOR PIPE UP TO 150 DIA~ SIMILAR g --~_,~-, A ',""ARI _75 CLEARAN" fOR PIPE 200 OIA • CREAlER j~ it 5 fOR TYPICAL CRATINC PENETRATIONS "'ERE i

I • CUTOUT SIZE >220mm DIA - USE TYPE GClI I . CUTOUT SIZE >76mm DIA TO <220mm DIA - USE TYPE GC2 r\

ORIGIN ~ I • CUTOUT SIZE <76mm DIA - HOLE IN GRATING ONLY I1 f\ 6.PEN[TRATIONS IN GRATING SHAll BE LOCATED ABOUT A GRAll~G

/

. PANEL INTERSECTION \\"HERE POSSIBLE ,

7.EDGE BANDED mTH RIGID POLYURETHANE BOLTED COLLAR FRokDETAIL 4 INTREPID INDUSTRIES OR APPROVED EQUIVALENT J

REFER NOTE5, I_____.,,-.-~---'~,.""'"",,~" \ 8. FlBREGLASS PLATE SHAll BE 6mm THK 'EXTRW' FROM STRaNGI'll;':LL

/ --, ~ -,~ INDUSTRIES OR APPROVEO EQUIVALENT \11TH GRITTED NON SLIP, -'""~-..-,.."••~._ . _ __••_...$URfA1:E TREATMENT FIXED TO GllAllNG I'IITH SS FASTENERS JAND

/ ~~~,'""-""-~--_."--,-- 1 cUPS AS PER MANUFACTURERS SPWFICATION 1! GRATING CLIP SSJ16 SUPPUE~M6XJOLG HEX HEAD BOLT I

/ BY STRONGWELl CORPORATION SSJ16 CjW SPRING WASHER 9. ALTERNATIVE GRATING FIXING SHALL a-E THE "HILTI" X-FCM_Rf UIP TO BE SUPPLIED WITH ¢8 SSJ16 SUPPLIED BY lEY. ~. FASTENING SYSTEM OR APPROVED EQUIVALENT TO MANUF~TURERS

Fl8REGLASS PL4TE HOLE FOR M6 BOLT ~SI~~~C~~~~~~ES LTO OR \ SPECIFlCA110N ">..j~ "'---__._~./

REFER NOTE 4 ~ 8 .. ... i ,,~ tFRICTION \lELDED HEX SCREWI -_ -----.-____. .~.. -'BOSSx20LG SSJ16 SUPPUED j. .

BY lEY TECHNICAL SERVICES!LTO OR SlMILAR APPROVEO

.t::p-~ iI .

! eIr{)BEAM OR TUBUtR '--.. \

/ \ J

ffi // - l ",::oJ(V /

\ ,/\ ,/o"""~_~

SIMILAR

rB\

REFER NOTE 5DETAIL

/A\y

SCAlE NlSSECTION

VPLAN - FIBRECLASS PLA TE

GRATING COLLAR - GC2

:<>B

~1==~lllill;1:OJ

SIMILAR

FRP GRATING

TYPICAL FRP GRATING PENETRATIONS

SOLTED CRATINCCOLLAR REFERNOTE4&6

,1\u

rB\

SIMILAR

2

J

25

/A\y

sc...u: NlSSECTION

UPLAN - BOLTED GRATING

COLLAR - GCI

DETAILREFER NOTE 5

STRUCTURAL MEUBER/EQUIPMENT SUPPORT/EQUIPMENT SKID/ETC

ORIGIN

DETAILREFER NOTE 5

SECTION EDSCAlE NIS -

\PIPE SLEEVE SCH40AND/OR PL6

OF+-:::J'"Vi25~:LTEOc,,"c-- COllAR REFER

NOTE 7

EL(t) TOG

TYPICAL FRP GRATINGPENETRATION DETAIL

v

-~...~,~4

E, DUCT OR,;ABLE RUN

f"'B/:. ",'1f<:,'J ""n"'.Y\~1oi,,/.....~' " ~~ " """"'" 1-

----~--------~--'

SECTION EDsc...u: NlS -

TYPICAL FRP GRATINGPENETRATION DETAIL FOR

PIPE FLANGE

TYPICAL DETAIL ATGRATING CUTOUTS

DETAIL <V@elEJm---O#;;~__JM.M

o~~~-'\"~\'i~

OESiOHtO KH~<><'"",0 EO~r....."""'H>\

ifiiIQ'~iOOi----ow

PQHO<!JllA PLATrORMRATING DETAILS - SHEET I Of 2

STANDARD DRAI\1NG - DECK

"'~ ......~, ~ ,..r_"" """. ,,,.,....,,,.f I"-l'l""~·wc I"o.<e' <>011 AWO(I>(Jl '''' "",r.

=:~~~~~E~jllr~b:::::,,,.. :~~::10i';1~'" "~""""""01'0'1'.;;;0;-

SCAlI' NTS

'1><><"" 1""""'-A SHEl..l.. TO.,., O'l.. SE"v'CES l.."_,,TEO

1iA """'A"""" ""••",,,,,,,,, "'. '<AW<I\1 ",21""''Ao

••~. iio-90-DOOO6

lON REFER TO ORA'MNG

3.ALL DETAILS ON THIS DRAWING ARE TYPICAL UNLESS NOTEDOTHERWISE ON DESIGN ORA'MNGS

4. COlLAR QEARANCE SHALL BE:-- 50 CLEARANCE FOR PIPE UP TO 150 DIA- 75 CLEARANCE FOR PIPE 200 Dill & GREATER

S.FOR TYPICAL GRATING PENETRATIONS WHERE• CUTOUT SIZE >220mm OIA - US£: TWE Gel• CUTOUT SIZE >76mm DIA TO <220mm DlA - USE TYPE Ge2• CUTOUT SIZE <76mm 01.'1 - HOLE IN GRATING ONLY

6. PENETRATIONS IN GRATING SHAll BE LOCATED ABOLIT A GRATINGPANEL INTERSECTION \\'HERE POSSIBLE

7.EDGE BANDED I'/lTH RIGID POLYURETHANE BOLTED COllAR FROMINTREPID INDUSTRIES OR APPROVED EQUIVALENT

8.FlBREGLASS PLAT[ SHALL BE 6mm THK 'EXTREN' FROM STRONGIl'ELLINDUSTRIES OR APPROVED EOlJIVALENT 'MTH GRITTED NON SUPSURFACE TREATMENT FIXED TO GRATING 'MTH S5 FASrtNERS ANDCUPS AS PER MANUFACTURERS SPECIFICATION

9. ALTERNATI\1: GRATING FIXING SHALL BE THE "HILTI" X-FCM-RfASlENING S'l'STEM OR APPROVED EQUIVAlENT TO MANUFACTURERSSPECIFlCA1l0N

NOTESLfOR GENERAL NOTES & GRATING SP

No. 620-90-00051

2.fOR PENETRATION SIZE AND LOCATIONS REFER TO RELEVANT PLATINGAND GRATING PlANS

SIMILAR

BEAM OR TUBULAR

FRiCTION WELDED HEX SCREWBOSSx20lG SSJ16 SUPPLIEDBY lEV TECHNICAl SERVICESLTD OR SIMILAR APPROVED

SIMILAR

vM

/A\

=*~EE34

y

DETAIL ~ 4REFER NOTE 5

DETAIL

M6x30lG HESS316 C X HEAD BOlTSS316 S~CI~ING WASHER

~ TECHNICAL BY lEV~ SIMILAR AP~~~~S LID OR

ORIGIN

"

TYPICAL GRATING FIXING DETAILSREFER TO NOTE 9 FORALTERNATIVE FlXING

SIMILAR

GRATING CLIP SS316 SUPPLIEDBY SlRONGWEll CORPORATIONCUP TO BE SUPPUED WITH ¢BHOlE FOR M6 BOlT

vIt\">B

f8\

~E~:~LOTE 5 (3

~

SECTIONSCALE NTS V

PLAN FIBREGLASS PLATEGRATING COLLAR Ge2

<~-:::E

B

TYPICAL FRP GRATING PENETIRATIONS

BOlTED GRATINGCCHAR REFERN01E4&6

®

SIMILAR

J

/A\y

SECTION CDSCi\l..E NTS -

PLAN - BOLTED GRATINGCOLLAR - GCl

DETAIL ~ 2REFER NOTE 5

ORIGIN

DETAILREFER NOTE 5

SECTION CDSCN.( NTS -

TYPICAL FRP GRATINGPENETRATION DETAil

DIM 'II'8fRP GRATING

1-*-.4ORIGf~

~

E, DUCT OR

"'LE RUN" '~

WSOl.TEO GRATINGmvCOLLAR REfERNOlE 7

~

EL(+) TOG

~~"'_. v;"r:;:mD GRATING_ COLLAR REFER

NOTE 7

EL(+l TOG

\PIPE SLEEVE SCH40AND/OR PL6

STRUCTURAL MEMBER/EQUIPMENT SUPPORT(EQUIPMENT SKlojErc

FRP GRATING

25

TYPICAL DETAIL ATGRATING CUTOUTS

::;;:~ ~.;~-:~ L;"~ ::."'=::., 1:.:t:lt~"<iOiI~' '''' ,,,,,TIl::.".:::<.:."~'%:',;: ;;.::.~~..,~",." BY

\1\fjj.\,STER COpy \'.__._v.--_-------'

j Of 21"~AO

"-620-90-00006tlEW It"'""""

POHOKURA PLATFORM BGRATING DEIAILS SHEET 1 OF 2STANDARD DRAII1NG - DECK

_<""'-""'0'"

OJ'8-00.1-.;

Ci(;:

SH<:~~ TODD Ol~ SE:RVlCE:S ~IMI"ED

5C.'I..E N)S'

=-

~o"~

"'"''''" [0~

~

!",f1""~:::l::~1 C>«:T~:'",,,,,,I $TO$

vMDETAIL

SECTION CDSCAlE tITS -

TYPICAL FRP GRATINGPENETRATION DETAil FOR

PIPE FLANGE

"'-?~~o

NOTES1. FOR GENERAl NOTES Rl ORA'MNG No.

620-90-00051

2. FOR PENETRAnON SIZE AND lOCATIONS REFER TORELEVANT PLATING AND GRATING PLANS AND

-2 SCHEDULES

"-to 3. AU DETAILS ON THIS ORAWlNG ARE nPlCAL UNLESSNOTED OTHERWlSE ON DESIGN DRAWlNG5.

4. flU GAP I'Ilrn EPOXY SCREED LEVEL TO TOP orDECK PLATE TO EUMINATE PQNDING AND CORROSIONPOST COATING

5. AU SUPPORT WlNG PLATE MATERlAL SHALL BEnI'''

DECK PLATE

EPOXY SCREEDREFER NOTE 4

TYPICAL DECK PLATE CUT-OUT AT BEAMINTERSECTION !VERTICAL MEMBER

DETAIL 0

=F"~-~

DECK &AMnI'

PL8SUPPORTPLATE

PL 6 SEALPLnI'

DECK PLATE

ffivDETAIL

TYP~

nI'~

TYPICAl COl UMN PENETRATIONTHROUGH DECK PLATE

nP~

?L 8 WINGPLATE

~TYP

DECK BEAM

villDETAIL

TYPICAL DECK PLATE CUT-OUT

~~

5

~

EPOXY SCREEDRfFER NOTE 4

AROUND COLUMN REQUIRING I'o1NG PLATES

-4Pl8SUPPORTPlATE

5

~

VERl1CAL/DIAGONAlMEMBER

TYPICAL SUPPORT FOR DECK PLATEAROUND THROUGH VERTICAL/DIAGONAL

MEMBER

DETAIL 0

DECK P!.ATE

/§.c""

-COLUMN AND/ORBASE PLATEREFER DESlCNDRAWlNGS

COLUMN

VDECK~R:~~ III lhWlNGPL I rtP

50 MIN -=r-DECKT'lF BEAM

25nI'

EPOXY SCREED~REfER NOTE 4

EL{+) TOS ~ _

COLUMN ANDBASE PLATEREFER DESIGNDRA'MNGS

~TYP

COLUMN

DECKBEAM

~) TOS

EPOXY SCREEDREFER NOTE 4

:~ WlNG PLATE

~ ~DECK BEAM

} COLUMN

,25 GAPnI'

25 MINnI'

WlNGP!.ATE

~OS

"'''''~"'B:!

125 j'- ,, '

~or ( I A DECK PLATE

5\JPP.HA0'/ /' IIPLATE I /'~

, nI'

SECTION"'" ,~

rA\ DIAGONALV MEMBER

SECTION"'" ,~

(1f\v

TYPICAL DECK PLATE CUT-OUTAROUND COLUMN BASE PLATE

DETAIL M

CMIC[;g]I!I_,;~;m;;e

-;;;,;;"... 10A'~1.R'_

." "Poo.«T<Ill1'_rcorCOllSlll,__'b ..._ ... ""'b""'._....I.. .., .......'.,.,'lflOOIfOI,."..omt

="W:::;'~;':::"~:;,,,.".... 6" _ .. em. :<PPiiI.oI';.., 1".1,"'1......' .......... '... 01_'.. etII<S.."".... 1SSlJI: oONllA'"" ST\l$

~~21A'l'·'-620-90-00007

--,.__... I

r;ASTER COpyIL. _

no.. ~

'.M PLATING 0 AILS - SHEE 2I;::: STANDARD DRA'MNG - DECK,~,

wu: /oS NOito.,-... N/A

SH"LL TOOD OIL s"""'CES UM'Te;O

.-:w- ........""'" _:lEJU,HD

~rn

~~~~

v

~

.£lV<Oi<t ....,"'"=='1'-:"1

ffiv

DUAIL

25 251 1 1 MIN

5GRATING I I.J...--" .....-DECK PlATE

TYPICAL DECK PLATE CUTOUT ATSTRUCTURAL SADDLE/BASE PLATE

MEMBERA\ VERTICAlSEC:nON

scm: tiTS

€ VERTICALi MEMBER 25

~TYP, , ,, ,

I: I :' I DECK PLATE

~05 :::;:1-=i==l"SUPPORT bU"PLATE 1 1

25MIN rtP

CCUlMN BASE PLATEREFER DESIGNDRAWINGS

o~-"-~:::,, 0

COLUMN

~-----'-----"l

:'i" A r>,"i!"',.--......., 'I1~~i·'l".::J" ~ t:~.(

L_. ,

"'-He

NOTES1. FOR GENERAL NOTES. TO

DRA\\ING No.620-9D-OOU~l

2. FOR PENETRATION SIZE AND LOCATIONS REFERTO RELEVANT PLATING AND GRATING PLANSAND SCHEDULES

3. ALl DETAILS ON THlS DRAWING ARE TYPICALUNLESS NOTEO OTHERWISE ON DESIGN ORA\\1NGS

4. FOR NOTES RElEVANT TO STANDARD GRATING~UAlLS REFER DWG No 620-90-00006

5. All SUPPORT \\ING PLATE MATERIAL. SHAllBE TYPE 4

POHOKURA PI.A WORld BSTANDARD DRAV!NG DECKGRA~NG DETAILS - SHE£! 2 OF 2

DECKBEAM

11_QJ.1

&05.0'ao5.0'

"s

FRP GRATING

TYP.~

.1i'I'

FRP GRATING

PL8SUPPORTptA"

'-.l"-.::;-..:--!''''

-~~"""'" to~~- .-lOllC<'U N/A ("""""'"

S"'e:LL TODl> 0"_ SE:1hnce:s LIMITED

"""'."'..... NEW"'-"""'''' NC>I' ZE>I.ANO

:1::""":,1j'"""

vDETAIL

TYPICAL GRATING CUT-OUTAROUND COLUMN BASE PLATE

~

COLUMN SASE PLATEREFER DESIGNDRA\\INGS

.~

_""""""00''''''

75

'"

COLUMN

VERTICALMEMSER

*~",",,

~'""-&

#..

TYPICAL FRP GRATING CUT-OIITAT BEAM INTERSECTION! VERTICAL MEMBER

DETAIL <1>

DECK BEAMTYP

=.!.:::I<H><O~"I

DECKBEAM

PL8SUPPORTPLATE

FRP GRATING

PL 6 S(ALPLATES n?

fTUBULAR

,

v~

DETAIL

~LAR TOS

v

TYPICAL BOLTED GRATINGFIXING TO TUBULARSIsTEEL

M

DETAIL

TYP75

~)+) TUI ~P GRATING

TYP~

TYPICAL COLUMN PENETIRATIONTHROUGH FRP GRATING

TUSULAR DlA VARIES

TY~

SUPPORT PLATE

DECK SEAM

FRP GRATING

pt,SUPPORTPLATE

-®

<t>1 ...... 1<H><01 .....r"" "lOS ""-I NO! om I.· I£""

~TYP

vf1f\

ffiv

~ DECK BEAM

TYPICAL GRATINGCONNECTION DETAIL

DETAIL <$>

SECTIONS<>l£ ,~

1

Vl;1_""""'~-ro.-<oosr

"

l TOS

DETAIL

FRP GRATING

TYPICAL FRP GRATING CUT-OUTAROUND COLUMN REQUIRING WING PLATES

~g~

~

MEMBER

25TYP

A" '\ ]!AGONAL

vi 'l!RTlCALI MEMBER

I

1---lJ--+4

,: I ', ', 'J:::;:~t' ~:::;:~ + ~;) ros, ' ., ', ', ' ,: I i,

"MiN

SECTION ill VERTICALSCAlE liTS - MEMBER

SCAlE NlSSE.CTION

DETAIL

.FRP GRATING

-----:>"

SUPPORT,PLA"

~

TYPICAL SUPPORT PLATE FOR FRP GRATING AROUNDTHROUGH VERTICAL/DIAGONAL MEMBER

M

-I FRP GRATING

~

~"~§"

,~

~.

C-""~;:i;

KEY PLAN

'"

~7'+er2!£~ TOI'L

lOf+f 2~ffK58!A TOI'l

~rR1~~2~C'toc

B }--I;l-

D) \J!l1t I I I ,C)- III

A)~ ,p I I I IJ

yACCESS ST.o.JRST2

ACCESS STAIR511

'"

>7,

ep

""

""

""

""

NOTES1. FOR GENERAl NOTES REFER TO OWl; No

620-90-0005\

2. FOR STANDARD STAIR DETAILS REFER TOowe No 620-90-00003

J. fOR STANDARD PLATING DETAItS REFDlDWG No 620-90-00005 ol: 00007

4. FOR STANOARD GRATING IlETAILS REFER TOOWG No 620-90-00006 .Ii: ooooa

18 EQUAL GWGS = 4392

200 PFCSTRINGERS T"li'

~

""

"

250

'"

ufA\

'"

Ii...NDRAIL

SCAI.E 1:25SECT\Ol!

1106

.............. OlRecTIO~ OF BE",RING B.o.RS

t:::::.j Pt 8 UNO

m PHENOLIC liR ...JlN(i

LEGEND

1S EQUAL GOINGS = 3727

"

1151

A

l.

tOIlffi DECK smWORKAT Et(+) 22.0SOM TOS REfERTO DWG No 620-90-00054

LO'lr9l DECK PlATINGLAYOUT REFER TOOWG No 620-90-00059

STAIR ST2

LATERAL IIRACNGR~FER TO DWG No.6~0-90-00003

""MEZZANINE DECK STEELWORKAT EL(+) 25.39OM TOS REFERTO DWG No 620-90-00053

UPPER DECK STEUWORKAT EL(+) 2&28OM TOS R£FERTO DWG No 620-90-00052

MEZZANINE DECK GRATWG .Ii: PLATINGLAYOUT REFER TOowe No 620-90-00058

STAIR sn

UPPER DECK PlATINGLAYOUT REFER TOOWG No 620-90-00057

~

/~,

PLAN ON ACCESS STAIR Sri I< ST2SCAlE 1 : 50

I~y

''t

.?

'''''''''"''Nt. '''''''''SHELL "-000 O'L SE""'CES UMIYE:O

"""."'...., ME_ ..."'''''... _ Z£Al)Illl

"n;iO~'~-""''''~';;-''''''I;'''I''''''''''="'''':~'~~~'::::'''"'':'':':':'I'','''' ",t<,......,_""",... "'s-oo,,, «mI....';!" .. ~"Il: :;l=I<>«C~--'1

_" ......0$

-...... U.l......-m~....-...... IS,HOlm

iO:'lf!ii7Wm;

I~jL~\STE~~c;,~~;lL ._._._.__J

POI1QKlIR.\ P'AlfOO~

ACCESS SIAIR - 511 & ST2GENERAL ARRANGEMENT

j • 11~.tt

••- 620-90-00011

Pl16x1l1501rP

f2'\

~

KEY PI ANNTS

u

\W"(V'\.

SCALE 1:10DETAIL

!====J==. I ±1).rPL20 c/wi2 1 049 HOLES

90x90xlOLGRATING SUPPORTBEMEN STRINGERS

•

DETAIL 5SCALE 1,10

TYPICAL AT BOTH STAIR STRINGERS

lOl'!R DECKEL[+) 22.050 TOS

§"

Pl20 cjw1149 HOlE

90

fA\

PL20 C/W049 HOLE

u

Pl16.11150

:llOUS

200

01':

II

SCAlE 1:10

SECTION

~

HINGE PINREFER OETAll ON DWGNo 620-90-00012

f \ SIMILAR

"GAP

r

Pl16x1l260

4: f"ORSTANDARD GRATING DETAilS REFER TODWG No 620-90-00006 & 00008

5. FOR STANDARD PLATING DETAILS REFER"D\'IG No 620-90-00005 & 00007

6. FAa~At~Q,SiJPPLY A CUTTING TEMPLATEOF 0219 AT 42. Td TOP OF 25 PLATE.INSTAllATI JlNTRACTOR TO PROFILE 0219STRINGERS AND WELD TO 25 THICl< PL AFTERDETERMINING ACTUAL INSTALLED VERTICAL DISTANCE

NDTEs1. 'OR GENERAL NOTES REFER TO OWG No

620-90-00051

2. FOR STANDARD STAIR DETAILS REFER TOOWG No 620-90-00003

BlB. S-lANQARlLHA.llilRAIUNG DETAILS REFER TO·DWG"No~20~90C:'Q0002'

LO R DECKEL + 22.050 TOS

SCAlE 1: 10

SCALE 1:10

SECTION

EL(t) 19.360 TOS

" F "I, --(71',~

SECTION

CLEVISPU6 C!W049 HOLE

J";Ai>

f1\

~

vU

fB\ SIMILAR

SCALE 1:10

SEcTIDNSCALE 1:10

HANDRAIL

DETAIL

CLEVISPl16 c!W049 HOLE

LEGEND

L R DECKEL t 22.050 TOS

HINGEPIN~

REFER DETAIL ON DWGNo 620-90-00012

~l~

~II~

bls.z~~~

ACCESS WAl..KWAY16.7:J8 TOG

PL6 SEALBOTH SlOES

LOWER DECKEL[ t) 22.058 TOPl

LANDINGnit) 19.:198 TOG

"111219 i

PL20 CjW 1149 HOLES ..J ~~SLOTTED THROUGH TUBULAR(SOUTHERN STRINGER ONLY - DETAIL 4SEE DETAIL 6 FOR NORTHERN SCALE 1:10

STRINGER ARRANGEMENT) NOTE; SOUTHERN STRINGER ONLY

~~12'

ffl Pl16x0150

;1 I• I ~

-?-'O"J ~

El(+J 19.:160 TOS

L'~_Y~

HINGE PINREFER DETAIL ON OWCNo 620-90-00012

HANDRAIL POSTS ON{ STAIR STRINGERSTVP

2

1112

'-

'-

C

·0' '\ SIMILAR

219

~1rP

iA~

'-

13 [QUAL GOINGS ",12954

SCAlE 1: 10

SECTIONSCALE 1:10

SECTION

'-

QEVlSPU6 CjW049 HOLE

6

STAIR 5T4

~~TI~;~o (~2

-~Il,-

2158

1660

1

I

-leJ

~

J

~

"

DETAIL (3SCAlE 1;10

II1

1

L

Pl6x0240END

')

I ._'~~ 01"

~

EL(t) 19.:160 TOSV

011..' ..... -- otAi620-90-00013

ACCESS STAIR - STJ & ST'

POHOKURA PLATrORl.l B

i1 ~~~~~A~ ~~R~NGEMENT &: DETAilS

5"'l:'-~ TOOC 0''- 5ER'V1CES '-' .... TEC

!<l". pt""<x,," "". Zl:"'-""O

"''''''OJ'OIl.... al.l~~

"'''''''1<0 H~

'M

At""ot~

<><'01"'0.10_1 __

".0<,,,,,,",,"

"..'•:I:=:::::::::.ro

O:'\" loo~r..~~><\""~,'" ID''J.l':t',,,,;

@c~IIII_N----~

"M."'" _. ~ _,_,"' .... ~ "" ......".' ... 'M,O'!<U'''''''",-S<Ol'C£3tm.!!","""""_ ..... _, "'" '~" M,~, ","0.' •."'~ .0.'"_'.'"" .... ,... "'''"''''~''.

)

TYPICAL FLANGE PLATECONNECTION DETAil S ~FOR FLANGE THICKNESSES LESS THAN~

OETAIL <1> PLATE GIROER SCHEDUI E

DESIGNATION Of BANGE AND WEB TIlICKNESSH - TOP FLANGE INSERT Pl TIlICKNESSFB - BOTTOM FLANGE INSERT PL TIlICKNESSW - v.rn INSERT PL THICKNESS ~...,.S _ STIFFENER PL TIlICKNESS - •. -c 0

STANDARD DRAWINGNUI.lBER

l' "'.!NFORI.lATIOO SPECIFIC TO.10/V~~N~LgW WEB PL rnlCKNESS,

'~'

(

NOTES1. FOR GENERAL NOTES REffR '

IWG No 620-90-00051

2. NO CONCAVITY PERMITTED. IF PRESENT BACKGOUCE 3AND REWELD. SURFACE TO BE GROUND AND BURRED TO5MDOiH, DEFECT FREE lRANSlTION.SMOOTIl lRAN5IllON TO BE INSPECrro BY CLIENT REP.100:1; UT AND M?l INSPECTION

DESIGNATiON OF STANDARD JOINT DETAILS

STANDARD DETAILNUf,lBER

DESIGNATION DEPTH .OTHFlANG€ \\1'8 WEB TO FtG

iHlCKNESS iHlCKNESS \\1'Ul0 W F T X

7DOW8181 710 250 25 16 "700Wil225 710 3DO 3D 16 "

+=n1~

4

FtG Pl ORFtG OF PLGIRDER

,1::0=-

&,.

,<

/-'"

"'t-...- I'\. /0=0.7 TI~ Wl-{ERE T=THJ( OF WEB

INSERT PtA"

INSERT PLA1t(TOP &/00BOTTOM)

"1~FlANGE OFPG/UB/UC(TOP &: BOTTOf,l'

TIlK ) 20mm)L---fE---,

THK<2Omm~

THK~2Omm~

""""'"WEB OF PG/UB/UCSECTION

TIlK<2Omm~

3DO

~~[

"

_.~~.PLATE GIRDER PLATE GRDER(TOP &: BOTTOId) (TOP &: BOTTOf,l)

REF PG SCHREF PG SCH

TIlK < 20mm

THK ~ 20mrn

THK < 20mm >f-----K---J

lHK)20mm~

WE80fPG/UB/UC

.&-

11::0=,I~

WEB OFPG/UB/UC'

WE8 OfPG/UB/UC

INSffiT PI.OR FtC OFPC/UB/UC

INSERT Pl(R FtG OFPG/Ua/Uc

it:=':.&-'I

~

FtG OFPG/Ua/Uc'

FlO OfPG/Ua/Uc'

~

TYPICAL SPLICE DETAILSFLANGE INSERT PLATE

TYPICAL FLANGE OR INSERT PLATECONNECTION DETAil S ~

FOR FLANGE iHlCKNESSES EQUAL TO 00: GREATER iHAN~

OETAIL <I>TYPICAL WEB PLATECONNECTION DETAILS

DETAIL <1>

TYPICAL SPLICE DETAILSPI ATE GIRDER(UB/UC SIMILAR)

DETAIL <1> DETAIL M -------JV II'.," ,1\ i;'·"'Tf:'::R ;;::~(Zpyh·i. !'~'i" -< ""x,. __i..-. . _ _._. _

TION DETAILS

._.""lliO'lDii:00

SHE;...... TOOO 0'''' SE:RVlCE;S ...'''''TE;O

"""ATt!lAC I<E1I l'l.wO<l1>t I<E1IlE""""

= ""$""","-" M/~

~."~~...."""'Ihl-=

"'fUIENCI' .......,.::1.='I-'..!-s-.1"

~ol,;.J.-I_..... """""QOllfl!'olSal.<I'C

"''''''''''I='_''''_nc"' .......,t2OI,II!WI'!".~

"

"11'IlOJ:C1Cll1l1At1l'lliW•''-'''II:.""" I O<Jl.tJ\o~.. ., ~1/D!,

"_ ....... -,;-,;,;; r ~· ''''' ...,j,di'of~"s>U<TOOOOI. wn( " ,"" ...._ ,,""....., .. "", ,... ""10''''""""' 1 ·u_

@c[;gJI!!!I--~-_..."':('~~~~

STANDARD DETAILNUMBER

INFORMATION Sl':EClf;!C TOANtlE '" WEB PL'THICKNESS

SEE BElOW

STANDARD DRAWINGNUMBER

NOTES1. FOR GENERAl NOTES REI

DWG NO. 620-90-00051

2. FOR BEAt.! SiltS AND STta nPE REFER DESIGNDRAWINGS

J. AU WELDS TO BE CONTlNUOUS AND FlIlLPENETRATION UNO

4. WEtOS DENOTED THUS 'X' SHAll BE 6mm I.llNIMUMOR 0.7 x Y!!B TI-lICKNES5 Of THE INCOMINGMEMBER '/MICH EVER IS THE GREATER UNO

5. WELDS TO TOP FlANGE TO BE GROUND FLUSHWHERE DECK PLATING OR GRATING IS REQUIRED

6. FLANGE INSERT PLATE THICKNESS TO MATCHTHICKNESS OR BE GREllTER THAN INCQM1NG BEAMFlANGE OR AS NOTED ON DETAIL CALLOUT

pfSlGNAl10N Of n ANGf ANp WEB THICKNESSFT - TOP FLANGE INSERT PL THICKNESSra - BOTTOM FlANGE INSERT PI.. THICKNESSW- WEB INSERT PL THICKNESSS - STIFfENER PL THICKNESS

DESIGNATION OF STANDARD JOINT OETAILS

~--'~----I

I MASTER COpyIL- ~ j

(,'~'

SHELL TOOO O1L SERVICES LIMITeD

"""'AlE llAG ~ ........",,,'" _ zEAlJ.NO

_ m

=-

~.-. ~.~~

=::w-

~W) TOS VARIES

~

~

=.......CE ........

' ''-- .~+) TOS VARIES

vrD\

SECTION E9

::l::I'-~'

25

~WT£ 4'>----::-iY

SECTION

J=3MiEf3-

CUT BACK FlANGES ONLY WESa",TO CONTINUE TO BEAM FlANGE ~ - ---..."

I'

" , \, ,\ '

,rr" '" I'NOT£4~

TYPICAL SIMPLY SUPPORTED CONNECmN PLAN

DETAIL 0

OISSlMllARgDEPTHS _

~~~ E

SNIPE TOP &: 81M FtC TWSNIPE CONFIGURAnON MAYVARY REFER TYP DETAILTHIS OWG

11

\L~+) lOS VARIES

~rh,'J+F

ffi~

Av

DETAIL

S7:DETAIL

DETAIL

TYPIAL SNIPE DETAILS

M

SECTION CD

~~'~,:....:~+-,I 1/

I~o~"350 I-

ll< I~QmIRiw:m'"

II:: .....mocnll£l<!ONt 1tl '"

.. .....m"""'_""""'1'11 ILl '"II:: =ocn ..... ftIl_DO:r:>: (0 '"

8'r oo<."'~'-_.""'TE" £""..,......,"", SlOS

8lM FlANGEINSERT PLREF NOTE 6

f ~~

4+-1 200UB , __ I 4y n--"L~-, 'I, ii

"

SNIPE LEG'M-lEN REOO

AN(;tE-\:' . ~~6 PGjUajUcjPf'c 'MIEN R£OO

PG/UB~:~AI ANGLE CONNECTION DETAILS

......-r.;;:"".....;. ~ ....'............ ~ "" _i, .,~

=-~:.=.~~::..~~" ..I.!!'<._1 .... "'.. ' .... OISer1b1ou.

~

~

Elf..) TOS VARrES...)'

@c

ELf..) IDS VARIES

vrA\

DETAIL

sEcmN

uS!UC

SECTION E9

~,",'

i l

TYPICAL FULL MOMENT CONNECTION - PLAN

Mv

~ij"TE4'>----::-iY

PFC/UB/UC~

DISSlMILARgDEPTHS _

~~~~ B

STIFf PLATEREF NOTES 5 &; 6

10mi

l/:\'INFORI.IATION SPEaFle TOJO/v~~~gw WEB PL lHICKNES5

~STANDARD DRAWINGNUMBER

DESIGNATION Of flANGE AND WfB lHlCKNESSFT - TOP FlANGE IN.SERT PL THICKNESSFB - SOTTOM FLANGE INSERT Pl lHlCKNESSW- WEB INSERT PL lHlCKNESSS - STIfFENER PL THICKNESS

,'~'

(

NOTES1. FOR GENERAL NOTES REFER TO Oil" flO

620-90-00051

2. FOR SEAM SIZ£S AND STEEL TYPE REFER OCSIGNDRAWINGS

J. ALL WElDS TO BE CONTINUOUS AND FUllPENETRAnON UNO

4. WElDS DENOTED THUS 'x' SHAll BE 6mm MIN. OR0.7 x WEe lHlCKNESS (\}QUBlE FiLLET WELDS)1.4 x WEB THlO<NESS (S1NGI.£ SIDED FILlET WElDS)'l/H10l EVER IS mE CREATER UNO

5. STIFFENER MATERIAL GRADE SHALL MATCH INCOMINGBEAM MEMBER MATERIAL WE UNO

6. ALL WEB INSERTS AND STIFfENERS TO MATOl lHElHlCKNESS OF THE INCQI,lING BEAt.! WEB To THENEAREST LARGER STANDARD PLATE lHICKNESS.INSERTS AND STIFFENERS SHAll NOT BE tESSlHAN IOmm THICK TYPe: 1 UNO

7. HALF SHEllS AND QUARTER SHELL STIFFENERS TOMATCH 00 AND MATCH OR EXCEED THICKNESS orINCOI.IING TUBE

8. FLANGE INSEIlT PLATE THICKNEsscAS.lTOTEO ONDETAil CALlOUT OTHER'MSE TO MATCH 'THICKNESSOR BE CREATER THAN INCOMING BEAM FLANGE

STANDARD DETAil.NUMBER

DESIGNATION Of STANDARD JOINT DETAilS

TYPE C

/0..v

tA\

fuBlUe,..

:==t==-; ~r--STIFF PLATEREF N01£S 5 &: 6lJ REFER NOTE 4

DETAil

~ us!Ue/pG

, '

\~_~B~~

SECTION

lATERAL RESTRAINT BRACING

200 - 460UB150 - 200uB/J1OUB

REFNOTE4~

STIFF PLATES TO MATCH INCOMING8EAM TO lHE NEAREST LARGERSTANDARD PLATE lHlCKNESS

TYPE B

REFER NOTE 4

""

vM

..~:}~" ...... -

DETAil

lATERAL RESTRAINT BRACING

STIFF PLATESREF" NOTES 5 &: 6

10m'

OIA 168x21.95

~s\j~-f-~PIP' •~ .~ ~ -.J ... PENETRATION--n-- ---

==-11(=='I'ii

'hi,", ""II

'REfER NOTE 4

""

" !!WJ.eJmG~\t) TOS VARIES

.._.. ,.

lATERAL RESTRAINT BRACING - TYPE A

DETAil 0

-E-:-=

REFER NOTE 4

""

')

TYPICAL DECK GIRDER (BEAM WEBPENEffiATION DETAil

DETAil M

SCAlE 1:5 'C9

>~o(,<,

IXWrCJ1~~

_ .41-'·'1io-90-00015(3

P lflA PLATr 101 B

~M ICAl CONNECTION ETAllS - SHEET 2~-g:' STANDARD DRAYilNG - DECK

M FOR uBlUe < 300

v

I'1-

F""" S'"

"".,

'::.u AS r«l1nl

SHELL TOOC O'L SERVlCE:s UM'TEC

PlllVoTl: .00 H.... ''''....0'''.. ""'" tt>uJ<O

-'"~- ..--..;;;;;;m-

DETAilSCALE: 1:5

~

A<mENCC~

WEB INSEIlT PLREFER NOTE 6

FLANGE INSERTPLATE REfERN01[5&8

=~:;-I~l~1

FOR DETAILS AND NOTES NOT SHOVlNREFER DETAIL 5 rHlS DWG

~'M

REFER NOTE 4)~TYP X __

EL0") TOS VARIES

\ I. I I ,I" 1/ (b )( 0 ')

PL 10 STIFF

""

~I~I.;..I·I ..eoN.......' .",.

DETAilSCAlE: 1:5

~l'IIO.iiiC"UR£\Ol>;>"""''Z''<' ....'.-''''a..m"" O!IOLt1OlOUOS$l(O".""'"

REfER NOTE 4

""B

CAl:C~IiI__;\;':~::-nd:

"'~... I"'~~ .." I".. liD'.

::a.~~'=-~,~~.:;,-=~'( .. !OJ.=-",:".':.~st..'i~-:~,~::""",,,,,.., ..It

~oo = 1:4 SLOPEH>101 ~ 300 '" 1:3 SLOPEi -~ -p~ \, -M- I H>301 '" 1:2.5 SLOPE

SC/U: 1:10

vE(0") TOS VARIES'

6

STANDARD DETAllNUMBffi

1~N'ORMATION sPEaElC..1Q_.10/~:~~~WEB PL THICKNESS

"'-STANDARD ORA'MNGNUMBER

DETAILSCAL£: 1:10

PQH(J(URA ~lFbRM BI TYPICAL CONNECTION DElAllS - SHEET 3". STANDARD DRA\\1NG - DECK

,,~'

(

ruBULAR SIZEAS PERFRAMINC PLAN

FLANGE INSERT- I I~, '--TUBULAR RAD ~lPLATE ~ 0 IREFER NOTE 5 TYP •. " .',\ ~T!\:~".Jj if'OP

\,o}.)'4 ",:<, ~"~...,,,~, jSECTION lH ,'" _SCAU 1:10 ! .-

=~

SHC!..,- TODD OIL SERVlCES ,-,,,'TEO

.......T[!IAC H<W ''1:n",''''' ..... lE>I.AAtI

'~I'

DESIGNATION OF STANDARD JOINT DETAILS

NOTES1. ,OR GENERAL NOTES REFIR TO DWG No 620-!l[}-OOO51

2. FlANGE OR WEB INSERT PLATE MATERIAL TO BE AS PERPARENT MATERIAL GRADE MINIMUM UNO

3. \\£lOS DENOTED THUS 'x' SHALL BE 6mm MINIMUM OR0.7 x WEB THlCKNESS (DOUBlE FIllET WELDS),1.4 x WEB THICKNESS (SlNGLE SIDED FlLLET WELDS)WflICH EVER IS THE GREATER UNO

4. TYPICAlLY WEB STIFfENERS, FlANGE INSERT PLATES ANDIN$£RT ruBULARS ARE fPBW TO flANGES &: FW TOWEBS OF BEAM UNO.

5. RANGE INSERT PlATE TI-tICKNESS AS NOTED ON DETAILCALLOUT OTI-tER'MSE TO MATCH TI-t1Cl(NESS OR BEGREATER THAN INCOMING BEAM R.ANGE

6. WEB STIFFENERS TO BE 10 THK (TYPE 4) MINIMUM ORAS NOTED ON DETAIL CALL OUT

7. HALF SHEtL AND QUARTER SHEll SnFFENERS TO BEr.lAOE UP OF EX. ruBE 'MTH SAME 00 AND SAME ORTHICKER WALL .,~~.., 0

FT - TOP FlANGE INSERT PI. TI-t1()(NESSFB - BOnOlA FlANGE INSERT PL THICKNESSW - WEB INSERT PL THICKNESSS - STIFFENER PL THICKNESS

OESIGNA]ON OF F! ANGE AND WEB .THICKNESS

.-.~

""''''''' ll,l~......-

rBEAM SIZE ASPER FRAMINGPLAN TiP

,\'-~>~')':T~OS~'~"~'~ES~"",,"~'~+: =~19

~ V: j_: -~---.c<·TiP

_, I I I --V I I

\q~O'; x : NOTE J

STIFF spu\ ruBE BS WEBTO MATCH INTERSECTINGTUBULARRrn:R NOTE 4 ANO 7

REF NOTE 3TiP

'TiP

"U........""OR.wi>iC5

REF NOTE 3TiP

fLANGE INSERTPLA'"REFER NOTE 5

~TiP

:f~ TUBULAR SIZEI AS PER

FRAMIf.lG PLAN

=..l:;-I"":~-'I

SCAl£: 1,10DETAIL

STIff SPUT TUBEas \'IEB TO MATCHtNTERSECTINGTUBUlAR REFNOTE 4 AND 7

vBEAM SIZE ASPER FRAMINGPLAN TYP

ELI+) lOS VARIESV

BEAM SIZE ASPER FRAMINGPLAN TI?

--t--,..,...(REF NOTE :3TiP

EX, TUBE STIFF tits& F/S TO MATCHINTERSECTlNG TUBULARREFER NOTE 4 AND 7

VARIES

~AMING PLAN T'l'P

,.~

DETAIL (2SCAlE: 1;10

"""'T1tIJC_~'"'

OR ...u,<2OII_""""'''' -~.

'" """"«<>0"""","""""<><0,, il<>0<0-.<>0<0"".... >10

0Df<0Jl."", <to<

ruBULAR SIZEAS PERFRAMING PLAN

TiP.

V I /A\ (1\ !/,.,. .v \

®) lOS VARIES

BEAM SIZE ASPER FRAMINGPLAN TYP

~

! <I' /! J) ~REF NOTE 3/ I , -- TYP

v

TUBULAR SIZEAS PERFRAMING PLAN

SCAlE: 1:10

DETAIL

STIFF SPUT TUBEas ~B TO MATCHINTERSECTINGTIJ8UlAR REFNOTE 4 AND 7

ELY.l IDS VARIES 11 ' II~S I :<l! TiP

50 -TIJBUlAR RAD PLAit: ~.~ --""""""'""':1 :g1~ I 150 '--TUBULAR RAOyP + 50 UNO REf NOTE 5 "?k .... -1-+fiP + 50 UNO

">~

~n~~o ED ~TI~~o CD ~TI~~o CDL '

TUBUlAR SIZE WEB STIFFENER ~AS PER PL16 (TYPE 1) " a. * )n.

ruSULAR SIZE AS FRAMING PLANPER FRAMINGPl" TiP f1l FLANGE INSERT

El(+) TOS VARIES (PLATE " F"' " --V REF NOTE 5

TiP ~" , ~ /! I j' If', II~ I \~~ V r\" >t

-- ruBULAR RAn -=- -:;: NO~ 3 '50 UNO ~~ STIff SPlIT TUSE

STIFF SPUT asJ j~ \ - _.... BS WEB TO MATCHWEB TO MAT01 INTERSECTINGINTERSECTING WEB STIFFENER BEAM SlZE AS SECTION ill ruaULAR REFruBULAR REF REF NOTE 6 ~ ~ .L PER FRAMING SCALE 1'10 _ NOTE 4 AND 7NOTE 4 ANO 7 l PLAN T'I'P • DETAIL /5

FlANGE INSERT _ SCAl.£: 1:10

DETAIL 4 PLATESCAl.£: 1:10 RE' NOTE 5

rBEAtdSlZEAS ~O~2: --tt!Q / PER ,RAI,CING \......+---- 11 - ....PLAN T'I'P r I '\. B I I1.G INSERT

PLA'"1~ ~ ~~5

2.5 ~ o~'" ruauLAR RAD

J?~ + 50 UNORANGE INSERT ..../ 2.5 ~ 01'<'= I I soPLATE "'(::::. -J--!..:f

RE, NOTE 5 <:> SECTION E9 TYP E9<t)~ SeAl! 1:10 ~ SECTION J

SECTION ED SCAlf 1:10 -

SCALE 1:10 -

,,I. /

/--.~

""""4 ~ 41""··]i'

~·610-90-000l5i5


INFORMATlON SPECIFIC TO

TUBULAll RAD+ 50 UNO

vrD\

!_/

'OHOKUR~ Pl~TFORI.l BTYPICAL CDNNECTION DETMlS - SHEET 4STANDARD DRA~NG - DECK

ffp

".I(lQJ-IiiiH.i,.

SCAI..[ \:10SECTION

,'~'

(

SHE:L.L. TODD Ol~ Sl:'<V1CE:S ~''''TE:D

"""Pl."""'''' """"'UND

NOTES1. FOR GENERAL NOTES REFER TO 0\\'(;. .....0 620-90-00051

2. nANGE OR WEB INSffiT PLATE MATERiAl TO BE ASP€R PARENT MATERIAL GRADE t,lINlfJUU UNO

J. IIflDS DENOTED THUS 'x' SHAll BE 6mm I.lINIMUl.l OR0.7 K WEB THICKNESS (DOUBLE flUET WELDS). 1.4 xWEB TIlICKNESS (SINGLE SIDEO FlUET WELDS)WHICH EVER IS THE GRt:A TER UNO

4. TYPICALLY \'£B STIffENERS, FlANGE INSERT PLATESAND INSERT TUBUlARS ARE FPBW ro flANGES & FWTO WEBS OF BEAM UNO

5. flANGE INSERT PLATE TIilCKNESS AS NOTED ON Of:TAILCALLOUT OTHER\\\SE TO MATCH THICKNESS OR BEGREATER THAN INCOMING BEAM FlANGE

6. \\£B STIFfENERS TO BE 16 lHK TYPE 1 UNO

7. HALF SHELl AND QUARTER SHELl STIFFENERS TO BEMADE UP OF EX. WBE WITH SAI.lE 00 AND SAME OR

I _ THIQI'ER WALt.

. DESIGNATION OF STANDARD J01N'.DETAllS-I~'. . ,)

i.././! i

seAl.< ASl/OlU~

-0;;:;:;;-=0~=-

FLANG'E INSERTPLATEREFER NOTE 5

~..""""" ...,,"""

NOTE J

vrt\

"'.''-''~""""-,

\.

:;;':~'I"":j,,-'I

EL~) TPS VARIESIlil I 11 / IS

i i

/ ' I! ''- /",II Il~

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

SCALE 1:10SECTION

IGE '" WEB ---,SEE BELOW PL THlcidiESS

~~:~RO ORA\\1NG

Pf$lCNATIQN OF •FT _ Ta> fJ ANGf AND J'FB _ Bon~:~NSERT PL ~K~~CKNfSS

11mBu ~ ~ ~~ii.RT PlGE~::'isi" nlli'",ES'i AS pl: .,E Pl THI"'ME". fRAMING PlAN BEAM SIZE AS /

SECTION ffi / $-D ~FR~ING I"'" ',10 -L _/"._~~__/~,~_.I_·/~__~\,';.~+=)~T~05~~V"~"~'! ~=~"'fd~f=1-~_- (

-".// ' . \'" \\

PL1P TYPE , ../ J :EF NOTE )'" iV'l'IP '

~~AI,;IO 0> /, /'-~/

( ,._'-;;,.1

\ I ~ II\ ! t~

\~!,

~,~J

\ ~$<i!!

~

'.- .. ,,,'-..

~~~.TEJ

'"REF NOTE J' " \"' I 1"'~

!

-

)i

,

( i;r I

,/\ IjWING BEAM

\OJ+l lOS VAllIES

IVIi. STIFF ON ClI, INCQldINGJ~ BEAM WEB

~EF NOTE JiT'tP~

i

/

PUO TYPE 1

'"

L

5

,1/

14

.... 1.. 1....

2

DETAilSCAl£: 1:10

.~~' ~.----

~

~ ./""'r"

~'-j1

c>o<o"""'''''............c,"""",,"' $1OS

/1\ I \1# ... ;- \:

~

DETAilSCAlE: 1:10

VFOR DETAILS ANB NOTESNOT SHOWN REFER DETAIL1 THIS ORG

UB/IIB

,

\PFC OR BEAM WEB TO \\RUN THROUGH TOINTERSECTING BEAM WEB /

//'\SECTION ED ,.,"'.",, ; \SCAl.[ ':10 - __ / '--- /-_

_..~.. -.

REF NOTE J

'"

,\

PL1P TYPE 1l'IP

<OHS1IIIlClKIHOSSIJt

10'fu>

4

....11lIM:!tlOIII!\I&lIJIl:

:1:::::=",==,..1J.l>!..,.•

INCOMLrlG-BE~t.l--- ---'---~OR CHANNNELSTRINGER

" • T05,V"",/ R".~J\iJl+-- X '" \

Y ~ I

I ," "", : ,<" ," ,"2 r-------'O<'" /1 \! I//.._---,

if

DElMlSCAlE: 1:10

UBjUC

'"

)<'

FLANGE INSERTPLATEREFER NOTE 5

TUBULAR SIZE ASPER FRAMINGPLAN

~NOTEJ~

"'[~~ I ""It.I'I'l ...,

c"""gglil~~~'W.~i:J

STIFF NSjFSSEE NOTES 4 AND 6

""/D<,=t~;;?E~~;r;s~,:~......,--,... ". ......... ,,,

~,~

UBjUC

t'iP

_ PL10 TYPE 1

JGo'"'"

'"

..(7

DETAilSC.lJ.£: 1:10

!~AI,l," 0

!iiI, IiI:/

1I'-= ,I~ ~11 II

- ('¥ - "~ f, ~ V

1~ /\ FLANGE INSERT2.5 10 / PLATEl"", MIN / \", NEFE,"OTE 5

./ """SECTION ED //_.,~ _SCAl.[ 1:10 ..--"

/,--~' .......-

·-----.."y.~t~~ ~

'iI

REFINOTE JT'tP\~

I J~~"'~~ 1

j

'"

REF NOTE J

'"

TUBULAR SIZE "S PEllFRAMING PLAN

"--------

\\9-,

TtJBULAR SIZE'is PERFRAMING PLAN

{ANGLE VAllIES

iI

BE,('-~ZE -~,,-._PER FRAMING

PlAN '"

"\ ~y) lOS VAR1ES

f-1D. 1026

-

iQ

1

vIC\

~

DETAIL EBSCALE 1:5 ~TYP :2 PLACES AS DRAWN

2 PLACES Or? HAND

NOTES1. FOR GENERAL NI> __ ~EFER TO OWG No

620-90-00051

'14 HOLE-----I!,,

5V ·~i,,WELD TO IOED: PLATE ----l

~75X75x6l~

J

(8\ 'I'-~' ~ SECTION"0 t""-n~v SCAlE 1:5I HM', "L- ._._ ..__~.._~

~

SECTIONSCALE 1:20

5V

PLIO SEESTIFF DETAIL

END Pl 6m'

§

RI END Pl 6 TYP

ME OECKEL + 25.398M TOP

~--'<""

75 75 TW900 750 5

SECTION A SECTION ED"~E 1:20 ;acE 1:20

SECTION E QPPHANO

"'~ 1:20

STIFF DETAILSCALE 1:5

-rr-

6V-el11J

I aso I ~II II

~II :lSOx50x6 II

;;f~ -1

JJ

~~I~

1

~

LSD.50.6

;JI~I rr:;;] ~

"LSO.SO.S U

I nn ~~ +1 1 1

J

J

L50xSOw

~

,

ELEVATION OF ELECTRICAL STAND No.1 LOOKING WESTSCALE 1:20ALL MEMBERS TO BE l00PFC UNO

ELEVATION OF INSTRUMENT STAND No.1 LOOKING WESTSCALE 1:20ALL MEI.lBERS TO BE 150PFC UNO

I~ "SO ""I ~ 1595 I~I 11 I

~

~

~

~~ "'- EARTH BAR

E8-6-2

0)

[''' .•'II111 ,'

~

'K'~l ~'026

-~ 0-- ~cI:=~~"5

III I

o iii .'::: ,-~I INSTRUMENT ,,', D· --'. .. rn111I,

STANO NO.,,'.. 0 .~,

D· D~l,fr-. . ~~v

,,

EARTH BAREB-8-1

..... ~

'~I ~it.•.•.••.'la.1;""--

"I f· ··l ~~ ElECTRICAL 'I," " .-,R

SfANO No. I III' . .. .. , ,

'I

0--~."--"'£_~.~

I PLAN ON MEZZ DECK O«JON<. KH ,.,. POHOKURA PlATFQRlA

/. ) AT W+) 25.398M TOP C"':.~.•- :::.:~ ;~o EQUIPMENT SUPPORTS LAYOUT AND DETAILS, SCALE 1:25 "a:' ...~~;;;,..:,,: ::::<SY a:'~ MEZZANINE DECK

'Lt"'l~.. .mJ,l\'f~" :",::t0If.O SHEET 1 OF 4 fOlOO>" -'Ii 0.- 41"A'rll

1

,"''''''-''' ...,....,.. """" .........It of ... '" """'" """ """""'. "" «>1;.... '''' I PI SHE;l.l- TOOO OIl. S"''''''CE:S L' ....'TCO I

~';..'.:"l~:;:'~ ~:~t;':: ::"\,-::1..:1 ~'''" "" om c>o<o , ..,. <K<ll -. '" ",Tt •• '"" ,«CO"""" ""'" "'R. 0H'l> _. """0<' on.< I~ ""oY'''' .'0 NEW "'-""""" ",. ~AW/O 1"'-62"0 90 00016 1 I,....", "......... r... "'.-.. '" "',"''''''''''''1 """ 'OHSI.O.".' """ 'E~~_ '""",,"fI.'<f .,OS ,cr,,,,,,,,, ....'_

-~." .•" -

NOTESFOR GENERAL NOIt:> REfER TO DWG No620-90-00051

~

(C\v

fB\v

(2'\\J

IN~Ml

so.t.E 1:5DETAIL

SECTIONSCALE 1:10

n,q-~=c

SCAlE 1:10

130n{]ffi~\i~

SECTION

T'1P

§

DETAIL 1SCAlE 1:5

185

,,~r ---- ==1--------

,o <:: ==1 018 HOlES TO BE..., MATCH DRILLED

TO SUIT EQUIPTMENT

&

v V ~TV? 6v L90x90x5

V (.-- I

PL 10 STlff-- ~OECK Pl

SECTION CD"ill 1:5

o~

~

fA\

1:l

V¢18 HOLES TO BEMATCH DRILLEDTO SUIT EOOIPTMENT

rD\v

~

l00PfC

t-'

SCALE 1:20

I-'~

~

SECTION

I-"

.---

SCALE 1:20

ri

100PFC

~~lkJ

SECTION

PL 10 STIFFENER\BOTH ENDS OFL50xSOx6 TYP

1

o

R!~

1:l

~~ '"~

~lOOPFC

100PFC

100prc

~~ 8

)(,5,f3~ :420 r;;r,I 5'lt2:

"

.=::::~::~t:J--lOoPFC J

1100 ~I 175X75~5-

i

ELEVATION OF INSnRUMENT STANO No.2 LOOKING \\ESTSCALE 1:20ALL MEMBERS TO BE l50x50~6 UNO

l::=.';-§

JELEVATION OF ELECnRlCAL STAND No.2 LOOKING WESTSCALE 1:20ALL MEMBERS TO ElE L75x75x5 UNO

PL 10 SnFrEflER~IN LINE 'IIITH 100pre'l1£B TYP

~

~

~

"

o

"

~I I,,"" ",',""~L J. ..•.. I~....,J/'~..•...•.•• ...1'" ~I/O'..

0-I -b~~~c_f:g_=o$-.'-V~ T'1P

490 1170 550

iNr

'f@r- --..--,,,~.~

INSTRUMENTSTAND No.2

'"E.. .~

.~ .~

,

1":':"., ~,II ~ TV?

H ~ . 100PFe

I I. l.SOPfC

I - 100PFCELECTRICALSTAND No.2

~ -

r~·-~ ~I~1_' -. •

'I

il ~

""""""" .{ 0"" -POOOKlJ11A TF6R1flfOIl'_ llH ~,O' EQUIPMENT SUPPORTS - LAYOUT AND DETAilS<"""'0 ~.l 8,06""Pll<MD XSl' I,<>S.O LOWER DECK="'~ lED os SHEET 2 OF 4't><><ru ~/A ''''''"'' K""2 ,,-4[~A'O:.L

~ A SHE:Ll. -rOOD 0"-. SE;RVlCE;S UM'TE:O OIl"'" w,

~ ~ PRlV,-n: .'G _E"''I:'''''<I''' ..... <EI"-»IO I 620.,.90-0001]fl.wo'" ..'....««0.."::=~~:'I"":~'"DO",,,,.,,,.,~~rn"_"._...... " .., ""-1 ~I",'" 10' I '''''

ct,.,,,,,,",,",," ~"J< ,''''' "..~....,.,.,-,._.~ .._" ..~

~::;,';..'.~:~ ~~,;';'; ::"f":~:: ~",•• '0 .,,[,.......,_.... ,_ ........... ".

PLAN ON LO\\ER DECK I~~..!=-____•• TOe ",!"P.i."... ,,~,~

\. )

ss WAlKWAY ~ ~ __ ~II + l~~g:Ot.l TOS --- - U_ ~

-- ---~3~----

~'"~."''"o

~

~

Pl 12

{lIl8 HOLES FOR 1.116 BOLTS(MATCH DRILL ON SHE)

CUT LINE TO BE DETERMINED ON SITEAND COATING TO BE REINSTATED

\\

NOTES1. fOR GENERAL NOID REFER TO DWG No

620-90-00051

70

~~AI~:5 ED

\~-- )~~_ ~'" ,t'_::~ __ .,. J55.lix12.7

2 - SLOTTED HOLES1I!18 x ;}8LG O/A

. FOR 1.116 BOLTS

100PFC

.~

_-y~

~F

IJ~ 1\"

~

§

,~

§

,~

V,

G

,/

I ," r'I

o

~

~

p

p

~

j"~""~":" ""~

"~-"~£r-"d I

J

2575

~-----=ttII 1--------- -10001'16

:+:: I ;

PLAN ON LOWER DECKAT ELf+) 22.050M TOSSCALE 1:25

Iii~~.-

10+-11 If

ELEVATION OF INSTRUMENTSTAND No. 4 LOOKING NORTHSCALE 1:20AlL MEMBERS TO BE l75x75xli UNO

SECTION illSCALE 1:20 - ~~AI~:5 ED

-\

S""E:LL TODD OIL S;;RVI"I':S UM'TEt>""""3", 4

"'62"0-9D-DooI6/3

,_.N.... 2E>lAND

PQljO<URA PtATFORli B

EQUIPMENT SUPPORIS - LAYOUT AND DETAILSSTANDARD DRAII1NG - LDl'1£R DECKSHEET 3 QF 4

..;;:m'a'-;'Q'

'Wii(i"

,,",vUE B.'"

5C'.l.E I.5l1l1lUl51"'''', ~/A

._,~~~~

.",""""" ,....,>."1>(W'..n"".'::l::'[o<':L-'I"o"'" I "I,""I%:~;: I::~;-::::::~'"<M"

11I--

;;::.~;:~E~'€~;~:,::~.......,""" .... T...,""......".".

150PFC

~ ·~.F-u-u~1~"- 0-" .. ----~ Z~· gN

NOTES1. FOR GENERAL NOTlSREFER TO owe No

620-90-00051

,

Pl 10 CAP PLATE

"'"

vfA\

LSOxSOx6

SECTION

10

SCALE 1:20

Pl 10 STIFFENERIN LINE WITHl00xl00x6SHSWALL TYP

L50x50x6

~rr+1R 2~~~~ lOS

Ii

PL 10 STIFFENERTO BE C(NTRALLYPLACED

~nLi-IJ ~

L W~

L --'

~

~o ~o •~ ~

L i-J

~. -,---=-----• • ~• •• • "• •

ii• •• •~ ~~ J ""

~----~---- ~

ELEVATION OF INSTRUMENT STAND No.3 LOOKING WESTSCALE t: 25ALL ~EMBERS TO BE L75~75x6 UNO

~----"I--

INSTRUMENTSTAND No 3

~

~I

~ ·V7;z7! .··v<,</I ~'.•.'.•~.'/.~••.'..'.. /....•....••.•...I ..t%'/ ' / .

.... /,', .. /.>... /':21.'"~?&l

~I?%2~.····.v;,··V///A-- ~ ..··~;;0

I:: .. ! "~;i;a1'~9//~'/",./,' /,'J, '/, 7,d1'"·-,,·,,,··; ( ..;. t

. :. . '. /,' , ;_ ... " ...A __ _~ __ .::~_ ~

PLAN ON UPPER DECKAT ELi+) 28.280M TOSSCALE 1: 25

CAGe [;g]1II_AfX:.-.. ......v·"...rm".':' I"\\i~l~':~~"'''l:""... I" "',l~~,,

_ .....~,~, ...c_'''' .... " '''' ....''',.,~·liRiiici·6oi' ....''"''.''.'''''''''

=~:~~~f~~j't~r~~=,~"~ .":';::~I""';,;:"I"'!'Aft ::..l::I~,~"· "".m:".,,'0'1....'"

DE""",,, ',{ .'lE POHOKURA PlATFORM B

::, : i:.o EQUIPMENT SUPPORTS - LAYOU ANO DETAILS"._ '" • STANDARD DRA\\1NG UPPER DECK=~H'(' T<~ 06. SHEET 4 OF 4 .-.

S>-<EI.1. TOOD 0'1. SE"''''CES I.'M'Tt:O

""AlE B.c NEW",,,,,,,,," "... "'A\1.NtI

NOTES1. FOR GENERAL NO

620-90-00051..ER TO owe No

".~-~

MEZZ. DECK FRAMING PLANREFER owe No. 620-90~OO053

PLATlNG '" GRATINGREFER OWG No, 620-90-00058

HATCHESREFER TO owe No 620-90-00301/1'" 620-90-00301/2

UPPER DECK FRAMING PLANREFER owe No. 620-90-00052PlAllNG &. GRATINGREFER DWG No. 620-90-00057

LO\\8l DECK FRAMING PLANREftR OWG No. 620-90-00054PLATING '" GRATINGREFER OWG No. 520-90-00059

eP""

DROP ZONE NETllN'REFER OWG No.620-90-00080

GRP HANDRAilSREFER OWC No.620-90-00002

. :-=~,

STAIR ST1 '" 512REFER OWG No.620-90-00011

STAIR S13 (,£ S14REFER owe No.620-90-00012 &. 00013

ISOMETRIC VIEW LOOKING NORTH WEST ISOMETRIC VIEW LOOKING SOIlTH EAST

f~--~-

I -~~==]

P(JHOl<URA PLAlHlRlA B

ISOMETRIC VIEWSDECK

""'l:,T"lO--620-90-00017

,-,

0..:;]Ii

OJ,""'<NO' ~H~~~~"'"'' u,~

SH"'~L TODD OIL S",R"'CE:S U,,",'TE:O

.......'" ••C ........"'0''''' .... ..:......"""""'''' '~''''''ct "...:~:,;.1';"1_01 _1o""sut,,,, "OS

."~tl.::~1'"~1~"·

1,,"~""I"'<lUl"'''_''''''"'r.

@c~II--

~i:;;;'':=&''",..,:.,.... I "'\M~I~",. _ •• _,__ .0 .... '_'''~...... "''''''''~tTD.,,"' .., ..t .. ''''.......... " ..,''''._,~ ....'.I''''''''M''''"..",'",._"'.. ,.... "'''"'''''.,,,.

)

.i

11i

>++J+l+1+1

6::ooa:

~~

-

-

I

oz";

ozCO

~ I>-'

"'f+++++-H-HH-H-++++++-H-HH-H-H-++++++-HH-H-H-++++++++-HH-H-H-+++++++lH-H-H-t-I

. ,

"~,

II

~~

,

~~,

II

,

~~,

II

oz>

~ f-++---+-I-+-+-+---jl-+-++-+-;;N+;;-\----j-+-++---+-I-+-+-+-l-j-++-+-I--I-+-+-l-H~

oz~

~ 8 §i ~~ ~ -

>-'"'W--W+-iI--l-W--W-l-I-+--I--I-+-J-l-I-+-W--W-l-I-+--I--I-++-l-I-+-W-++-l-I+W-+++I--I-+++++f++++++H-+++++t+

L-_~ ~ ---JL- ~ cC.-_----,1

-

"'\.to/VA PARTICULAR DETAIL'V "-STANDARD DRAWING

NUMBER

HOLO

~ AWAITING FINAL SPECIFICATION

~"-1

M,,ASTER COpy iI

IiO", POliOKDRA P TF U11101 GENERAl NOTES111~.. STANDARD DRAWING - DECK

SlM - SlMILARSPEC - SPECIFICATIONSPT - SUPPORTSS - STAINLESS STEELST - SHORT TONS (2000 POUNDS)SID - STANDARDSTIFF - snFFENERS'M. - SAFE WORKING LOADlHK - THICKTOG - TOP OF GRATINGTOP - TOP OF PLATETOS - TOP OF STEElrtf> - rn'ICALU/S - UNDERSIDEUNO - UNLESS NOTEO OTHERWISEWI..l - WORKING LOAD UMlTWN - WELD NECKWI' - WORK POINTwr - WEIGHTW/WAY - WALKWAY& - AND

lB. DESIGNATION OF STANDAR!lDETAILS

~STANDARD DETAILNUM8ER

l 1NFORMATlON SPEaFlC TO

,,~'

(--

'"""'-' AS !lOW

"""""'" ~ """"" !HW'" """"""s"'e:u. TOCO OIl. Se:FtVlCeS L'''''~C 1 or 1 A2.......~.. U'O NO' ....WWIH .....~ OR..... 620-90-00051...."""'J...-e<_=

API

AVIS

"1M

~.

~~~""F'R0I0tn •

APPROXARRG'TB05'1MB5

1".COGCOlCONNCR5cjWOH•rnADIAG.MOK "OWGONElEOlIIPFBFOFlGFlRFP,.FTFSFWGAG>J.VCRGRTGH/RHATHEXIDkgkNLATIb/ftloellVMMMNAXMEZZmnsMINMP,'5lMTON,NOT

NP5NSNrsO/ADOOPPPENPCOPCPlP5fR OR RAD

"""'00REVRFsaG5tHSNT

17. ABBRE'-1ATIONSAISC - AMERICAN INSTITUTE OF

STEEl CONSTllUCTlON- AMERICAN PETROLEUM

INSTITUTE- AMERICAN \\£lOING

SOCIETY- AMERICAN SOCIETY FOR

TESTING &: idATERIALS- APPROXIMATE- ARRANGEMENT- BOTTOM OF STEEL- BOTTOM- BOTH SlOES- CEHiRE UNE- CONlINUOUS FIllET WELD- CENTRE OF GRAVITY- COlUMN- CONNECTION- CENTRC:S- COMPlETE WITH- DETAIL- DIAMETER- DIAMETER- DIAGONAL- DIIdENSION- DECK- DRAWING- DOWN- ELEVATION- [QlJIPIdENT- flANGE BOTTOM- FLOOR DRAIN- FiANCE- flOOR- FULL PEN(TRAlON BUTT WELD- FlANGE TOP- FAR SIDE- flUET I'ltLD- GENERAl.. ARRANGEMENT- GALVAMSEO- GRADE- GRATING- HANDRAIL- HIGHEST ASiRONOMICAL TIDE- HEXAGONAL- INSIDE DJAMETER- KILOGRAMS- KILONEWTONS- LOV£ST ASTRONOMICAL TIDE- POUND!fOOT- lOCAnbNs- LONG LEG VERTICAL- METRES- MIlL!METllES- MAXIMUM- MEZZANINE- THOUSANDS OF AN INCH- MINIMUM- MEGAPASCALS- MEAN SfA LEVEL- MATERIAL TAl<E OFF- NUMBER- NON-DESTRUCTIVE TESllNG

(i.e.\\£lO INSPECTION)- NOMINAl PIPE SIZE- NEAR SIDE- NOT TO SCALE- OVERAlL- OUTSIDE DIAMETER- OPPOSiTE- PENETRATI~

- PITCH aRct.E DIAMETER- PLATE GIRDER- PLATE- POUNDS PER SOIJARE FOOT- RADIUS- REFERENCE- REQUIRfO- REVISION- RAISED FACE- SERRATED BAR GRATING- SCHEDULE- SHEET

:;l::'I""';.!.sAPPl<I

10. HANDRAILS10.1 ALL HANDRAIL SOCKETS SHALL BE mTED USING HANDRAIL

PANELS AS TEMPLATES

It. SEALING OF INACCESSIBLE AREAS11.1 CONTRACTOR SHALL SEAL orF AREAS FORMING WATER TRAPS,

OR THAT ARE INACCESSIBLE FOR BLASTING AND PAINTING VllTHMINIMUM 6mm PLATE AFTER ALL NECESSARY NOT REQUIREMENTSHAVE BEEN FULFILLED AND ACCEPTED BY COMPANY

11.2 MINIMUM SIZE OF SEAL WELDS SHALLB~

12. TUBULAR CONNECTIONS ~\2.1 SlMPlE TIJBUlAR JOINTS SHALL BE FRAMED WITH 75mm

CLEARANCE BETWEEN ADJACENT MEMBERS, UNlESS DETAILEDOTHERWISE

13. PAINTING13.1 PAINTING AND COATING Of STRUCTIJRES SHAlL BE IN

ACCORDANCE WITH THE LATEST REVISION OF COMPANYSPEaFlCATION NQ SID-A12.D2-005 REV 3.1 PROTECTIVECOATINGS

14. REMOVAL OF lEMPORARY ITEMS14.1 TEMPORARY STEElWORK ITEMS SHALL & REMOVED ltL.

ACCORDANCE WITH COMPANY FABRICATION SPECIFICATiON. I'/ElDSTO PERMANENT STEEL TO BE GROUND SMOOTH, INSPECTED ANDCOATINGS TO BE REPAIRED IN ACCORDANCE \11TH COMPANYSPEaFlCATION PROTECTIVE COATINGS REFERENCED IN 13.\

15. OESIGN CODES15.\ THE DEC!< MODULE STRUCTURAL STEELWORK HAS BEEN DESiGNED

IN ACCORDANCE WITH THE FOLLOWING CODES OF PRACTICE:

AI5C - AMERICAN INSTITUTE OF STEEl CONSTRUCTIONSPECIFICATION fOR THE DESIGN, fABRICATION AND ERECTION OFSTRUCTURAL STEEL fOR BUILDINGS (9TH EDITION) WSD

API - AMERICAN PETROLEUM INSTITUTE RP 2A-WSDRECOMMENDED PRACTICE fOR PLANNING, DESlGNING ANDCONSTRUCTING OF FIXED OFFSHORE PLATFORMS (21ST EDITION)

15.2 STRUCTURAL ANAlYSlSjDESIGN HAS BEEN CARRIED OOT INACCORDANCE WITH ppe STRUCruRAl DESIGN PREMISE292100-RPT-COOO6-RP1, SEPT 2004

16. FLANGE INSERT PLAlES16.1 \\11ERE FLANGE INSERTS HAVE BEEN PROVIDED AT JOINTS I'J1TH

TUBULARS THE FLANGE PLATE SHALl BE CONTINUOUS FILLETWELDED TO THE BEAM WE8 AS FOlLOWS UNO.BEAMS UP TO AND INCLUDING 4100860 6CFWBEAMS UP TO AND INCLUDING 610UB1I3 8CFW

TIGHTENINGPROCEDURES

SNUG TIGHT ASDEFINED IN AS4100

FULLY TENSIONED TOA54100 BEARING .xJINT

FULLY TENSIONED TOA54100 FRICTION JOINT

LEG LENGTH

"'1,••.mC201\~_":..=_'~

ASI252

ASl252

AS1252

AUSTRALIANSTANDARD

tt

8.8

8.8

8.8

,

.,.,,.,

8.8/lB

8.8/S

8.8/TF

BOLT DETAILSBOLTINGPROCEDUREI STRENGTH

"'AOE

f.l STAIR mEADS SHALL BE FlIlREGLASS GRATING aURAO£;1.5" BEARING BASS SPACED 1,S" ON CENffiE COMPLE·NOSiNG

6.3 ALL STRUCTIJRAL BOLTS SHALl USE 8.8/lB UNO6.4 ALL BOlTS TO BE 0 I VAN SED I DANCE WI

7. OECK PLATING H297.1 DECK PLATE SHAll BE NON-SUP COATED IN ACCORDANCE I'J1TH

COMPANY SPEOf]CATlON PROTECTIVE COATINGS REFERENCED iN13.\

7.2 STRUCTURAl STEELWORK WELDS BENEATH DECK PLATING SHAllBE FINISHED FLUSH (GROUND IF NECESSARY) SO THAT THE?LATlNG IS BEARING UNIFORMLY ON THE SUPPORT STEEl. THEDECK PLATES SHALL BE FORCED INTO INTIMATE CONTACT I'J1THTHE SUPPORT STEEL PRIOR TO WElDING TOGfTHER

8. GRATING @8.1 GRATING SHALl BE Fl8RE:GLASS GRATING OURADEK 1-6000 1,S"

BEARING BARS SPACED 1.5" ON CENTRE.QJP TO STEElWORK USING MANUFACTIJRER'S RECOMMENOEDSTAINLESS STER f]XlNGS AND BOLTS UNO

9. STAIR JREAD_, ~1-6000

E MTN

5.5 WHERE fll.LET WELDS ARE REOUIRED FOR STRENGTH OR SEALWELDS, FILLET WELDS EXCEPT BY 'SAW SHALL BE A I.lINIMUM OF 2WELD PASSES AS PER SPEaFlCATION 2208 9.2

\&

ICO«[g]g-1':$'Ji~C' ..""""'" 1"--- 'i'f

THRU THICl<NESS

PRIMARY WELDEDBEAM & RINGPLATES

SECONDARY PIPE

PRIMARY SHAPES

PRIMARY MILL PIPE>50Bnrn 00ROLLED FROM TYPE1 PLATE

Nal STRUCTURAlSHAPES AND PLATE

NON STRUCTIJRALPIPE

355

355

300

3"

275

275

275 ORHIGHER30

25

PLATE Iso

SHAPES 125

PLATE Iso

PLATE ISO

PIPE

STER. 125SHAPES &PLATE

PIPE

ro"ro'"

"'" 1

"'" 5

-fOR DETAILS REFER MATERiAl AND FABRICAllON SPEC. 2108 REV PB

1. DIMENSIONS 4. FABRICATION1.1 ALL DIMENSIONS ARE MILUI.IETRES UNO 4.1 fABRICATION SHALL BE IN ACCORDANCE WITI-l COMPANY1.2 STATED DIMENSIONS PREVAIL, 00 NOT SCALE DRAI'/lNC SPEaFlCATION No 2208 - REV PB

_{3 ROI.LEO STEEL SECTION WEIGHTS ARE SPEaFlED AS Kg/rn UNO 5. 'rVELDING.~. ELEVATIONS 5.1 THE WELDING SYMBOLS SHOWN ON DRAWINGS ARE IN ACCORDANCE

2.1 ALL ELEVATIONS SHOYm ARE IN METRES (Ie 2J.OOOM) WITH Wlm THE LATEST REVISION OF AVIS 01.1 STRUCTURAL WELDINGREFERENCE: TO LOVJEST ASTRONOMICAL 110£ (LAT) CHART DAllJM CODE

, "AlERIALS 5.2 ALL M:LDS TO BE CONTINUOUS AND fULL PENETRATION UNLESSo. M ~-..!!NROTE~0e..£0TN!!!!!£R~M~SEs..-,~,",~~~__",:"__",:":--~.,

5.3 RAT HOLES ARE NOT PERMITTED AS PER SPEQFlCAllQN 2208 11.14AND 9.3, EXCEPT WHERE SPEaFlCALlY DETAILED ON SHOPDRAWINGS PROVIDED BY fABRICATOR AND APPROVED BY CUENl

5.4 THE FOllOWING NOMINAl MINIMUM SIZES SHAlL BE USED 'MlEREFILLET WELD LEG LENGTH 15 NOT SPECIFIEDt = MATERIAL THICKNESS OF THICKER PART JOINED

:'-.

rn'E :3 T(T<PSIDES

'f-o,--NL'--~'----+__+ __+__+ -I.1 'rIPE 4 SECONDARY SHAPES

AND PLATE

--,

lNr

'J 1 2 3 [ 44000 5000 4000

2600 3150' -':,_.J.40Q 2600 1 1500

417 1612

-

.J OWG No

INDICATES FULL MOMENT CONNECTION -REFER OWG No 620-90-000\5/2 FOR DETAILS

~~ __ V~5. MEMBERS DENOTED BC1, ARE BOlTED END

CONNECTIONS REFER TO DETAilS ON OWG No620-90-00056/7

6 ALL MEMBERS :lIOUS AND GREATER AREDESIGNATED A5 TYPE 31 OR TYPE 1 PRIMARYSTEEL, INCLUS1V£ OF RING PLATES, FLANGE INSERTPLATES & STIFFENERS.ALL MEMBERS LESS THAN 31008 ARE DESIGNATEDAS SECONDARY STEEL TYPE 4 'MTH Fjrnin OF345 MPo

=·0''';-;;"

3. ALL fLANCE INSERT PLATES SHALL BE MATERIALTYPE 1 & [OUAL IN THICKNESS TO MEMBER flANGEUNO

4. fOR DETAILS Of 7001'lB181 & 700'Ml225 REfER TOOWC No 520-90-00015/1

NOTES1. fOR GENERAL NOTES RL

620-90-00051

2. BEAMS DENOTED THUS~ TO BE INSTALLEDOFFSHORE AfTER OECK IS INSTALLED

H INDICATES HAUNCHED BEAM REFER DWGNo 620-90-00015/3

E INDICATES LATERAL RESTRAINT BflACING -B REFER OWG No 620-90-00015/3 FOR DETAILS

\ BRACING DETAIL TYPE

F INDICATES LATERAL RESTRAlNT BRACING -A\ REFER owe No 620-90-00015/3 FOR DETAILS

BRACING DETAIL TYPE

LEGENO

f

~

~--I-~t -t1- 11 340[ M !I'(- - 0-

0; ,I,31OUB40

!Jri= "~~~,"" , ''''''''''-",--.

~----<¥V

.-

I_ •• - -. j

---·-111- ....

-, , ~:~

"

31ooB40

-b~f<D -.10~B~

I,

7 ,~! __ i

310UB40 IhlOUB40---"""

0, -

~

CDI

~I

~

I-

Gfl~GN 'er DAVIT

JIll .,900 f<\01

PLAN ON UPPER OECK EL( +) 28.280 TOSSCALE 1 : 50ALL MEMBERS 200UB25 UNO

E~'&l';~~;;' C(;~;~l--_.__._--_.__.__._-~

POHOKlJRA P ATFORM If~~ U R - FRAMING PLAN~~'. DECK STRUCTURE

~"....... ~...~~_.~ASr<Ol'ED'""'''' ~ A ''''''''''' SHl''' ... ",,,,,,,",

SHELL -rooo OIL SE""'CES UMITE:O ""''"',1., ... 1 A""'~AlE eAG N[w ........O<JTH NEw n:....lHtI fi?O-QO-OO05',,""'E> I nm

,,"',,«aDA...."":::l::lt"':L""'"r:..,~."...,,"1""1,....

-'':-·If!toJ:crOOlr,"'''''''Mt ..

CAOCIEl_-A<3Cf J"""V'"""I""""f.''''\~1it.'''f.:l'l'J",.

"'·i:t..... '"~~'~;;;;,~;o;;o...';;~~'~d;,""' ......,," :: :/Ol:~"~,,. I. ""' "'" ~,; ~ ::","!' -I '0. NO .'It",",""I ........." ,.,. '" _.;;~:" ~..,"

,•

5. IdEMBERS DENOTED BC2,3,4 ARE BOLTED ENDCONNECTIONS REFER TO DETAILS ON OWG No620-90-00055/7

NOTES1. fOR GENERAL NOTES R ) OWG NQ

620-90-00051

2. BEAldS DENOTED THUS _ TO BE REMOVEDOffSFORE FLUSH TO FlANGE EDGE OF PERMANENTSTEEL

3. BEAIdS OENOTEO THUS~ TO BE INSTALLEDOFFSHORE AFTER DECK IS INSTALLED

4. 20CUS OFFSHORE INSTALLED MEMBER TO BE TACKv<UlEDFULLY WELD AFTER AlL BOLTED I.lEMBERS AREINSTAllED

LEGENO ~"'"":-~"'-" 0

INDICATES HAUNCHEO BEAM REfER OWGNQ 620-90-00015/3

DENOTES DIMENSION IS APPLICABLE TOBorn TOP &: 8lM FLANGES

INDICATES FULL MOMENT CONNECTION -REFER OI'lG No 620-90-00015/2 FOR DETAILSf

~-

fil ~

~-§-

~-

• g~I <0

R-!,~'

'"-§-

§

44000

35000

24000

~~~.-

'~

PLAN ON MEZZANINE OECK ELf+) 25.390 TOSSCALE1:50 ~ALL MEMBERS 200U82~ UNI

{p.

"''''''; u 1-~,620-90-00053

POIlQKURA PI AIfOIlU A

MEZZANINE OECK - FRAMING PlANDECK STRUCTURE

MIiDOO~,

"""'" AS ~01EllS1JCI<I'L£ ~/A

SHELL TODt> OIL sER"'c:Es LIMITED

_All: B.lG Ntll'0I.'l'VW1I! NtWZEAl.Al«I

- ..OR.... IU.~=-,

~

.;mt<H0l: ..:0iiiC5-<>MII'_I"'"""_WI$IJlTAIlT SlO:I

-~~

."

'.......'..,1 I"'"

1!i!I-¥~~"'=__... 1"'\,',1::1'.."

@c

IJ: '6I/lftI;"'l'IllW:,tlOI'!It\lStlI!VC

" lI,ll'llO.l:ClelOll""""'lllralCOll<T>l

""'_~''''_'''' .... '" ............., Iil '" ~C2OtI..ool""~o-€Ol=-...~ :-,':;:-;;,~,:"::.\"';:..:.~=_.., ..It .' ..... jiH..rc>oio!;.;;'•.]N<i r.:..Ii-n.l ...."""""' ......... ' ... OIl_nLl. l;OI5""","CJlISSlJ[

~

)~~ ~1300 I 725 . 690

.1QQQ.

885 850

CD850

S1JOO

3000 1000

JlOUB40

CD1000 I 1000

IT1LIii.

~

903 1097

~310UB40

o1{)OO I 1500

-

NOTES

1. FOR GENERAL NOTES REF Iv lJWG No620-90-00051.

2. 8EA~S DENOTED THUS~ TO BE INSTALLEDOFFSHORE AFTER DECK 15 INSTALLED.SOlTED END CONNECTION SCJ REFER TO O\\'G No620-90-00056/7. !=o- \t..l <L

3. ALL MEMBERS 310UB AND GREATER ARE DESlGN/lTEDAS PRIMARY STEEL TYPE 1, INCLUSIVE OF RINGPLATtS, flANGE INstRT PLATES AND STIFFENERS.ALL MEMBERS LESS THAN 310UB ARE DESIGNATEDAS SECONDARY STEEL TYPE 4. ~

LEGENO

h INDICATES LATERAL RESTRAiNT BRACING - •A REFER DWG No 620~90-00015/3 FOR DETAILS

\BRAONG DETAIL TYPE

~!I Iii 2U III 1:1 1:IIII1!fi ~~r=' '",01 1I1"1I~~I~I~

f INDICATES FULL MOYENT CONNECTION -REFER OWG No 620-90-00015/2 FOR DETAILS

-- -~1~11000

,HI:,,,~

525!

INDICATES SIMPLY SUPPORTED CONNECTION REFER DWG No 620-90-00015/2 FOR DETAILS

~ INDICATES LATERAL RESTRAINT BRACING -8\ REFER DWG No 620-90-00015/3 FOR DETAILS

BRACING DETAIL TYPE

i&

,r-· .'" ,"~ ~I ~~ P:

I ;~0', ~~

;0~

3100840 I J '=" 310U84Q

1288 860 I4 EQUAL SPACES 750 750

~

""0' 'J \...!...//f) & I~I

1:1 ~ Ii If. Jil i ~~~~I, " tl~

I 31 I B4(J I ~~o~~,

olil Iii Iii~3~~

:s~

310lJB4Q

'" 9!1&1!1~~ll'±:

+HWlil41I\\ll215,

I"

5 EQUAL SPACES

o

715 I 715

J310U840

72511120725r:~,

PLAN ON LOWER OECK EL( +) 22.050 lOSSCALE 1 : 50ALL MEMBERS 200u825 UNO

(LADDER (LADDER

POHOKURA PLATfORM e JACKETlOWiR OECK fRAMING PLANOECK STRUCTURE

D.G.lO'~~

"'''''''ED KH~""''''ED [0~

,,"" lIS NOU;O.""''''' n A """""" ,..,,,,.. • .....""

--l SHEO;LL Tecc e,L 5"""'''''S U,,",'''-''C 1 or 1 A4-I """'.,..."""'" PLI"It<IOT\< "'" tt",-",o ".,,~",620-90-00054'M

"''''''''' "",""'"::l::::I-:,~""'1".. 10'1.."

"'~M':"n I., "f>M ""'"""001'"""""'"' "' .."'Ill< 1'IIO.("nm,."""""''''CMI'N '" "

I"'" ........ ~ ""'-'" "" ~ ,......"."., .. "., '" """W<:lIl1' mm,,,, "".. "."" '" "~.;,.."": ~'; ';?~~~,;':c :;"~~,:::i ~"'" "" .... .< "". ...,;~ ""'.....<~"~"""'''''''''''''''''l!' (00'''''''''''''''''''' ",",",-lA""""

ICA«l!J1I---1'::. ..,==rm .. 1 IC l'II<I.>:"""'" 0(I«£l) Aft,,~'!l77-,~--- 1.., tozj '" I"""""",,,,,,,,,",,,, Ti.'

3

TI-lIS'OWQ

KEY PLANNIS

.~

:"'.~

B }----I-

D ) I \ \ ! i

~

NOTES1. FOR GENERAL NOTES REFER TO DWG No

620-9{}-OO051

H-25FB-25 TYPE- 2

F"T1rB-1O5/4

310U8

5/4

~~

~

20DU8

FTIFB-l0

LOWER DECK~) 22.0SOM IDS

ME ANINE DECKEL + 25.39OM lOS

UP R OECKEL + 2a.28OM IDS

J

Iv

ELEVAJION ON GRID ROW 0SCALE: 1:50


( ,, '~

.10/1


INFORMATION spEaFIe .TOANGE & 'M:B PL THICKNESS

SEE BELOW,STANDARD DRAWINGNUMBER

-..m~12~.'

pESlGNATION Of FLANQ£ AND WEB THICKNESSFT - TOP flANGE iNSERT Pl THICKNESStB - BOTTOM fLANGE INSERT PL THICKNESSW - WEB INSERT PL THICKNESSS - STIfFENER Pl THICKNESS

SHE:I.L TOPO 0'1.. 5ER"'CEO;S U""TED

"'VAl[ 8IJ) MOl Pl."'''''''' ..... ZEAI.'>tO

-.. ~S'lOIDl

~

"""""""""""'"

r-------------·-----.......• ..~. ,'-.> C::f">oV \

----'..~~j~il-

...... l/,L_00.........,IM~

""""1 __1"""o1_

«>IStJl"'"._-u ,...n".,..,,,,,",,,,, ... <:t>I<1M

",,~C201't$S.O"""""'''IE<I'

•• 000>,.... """' ...... "" ••'11: "'lE'"C<lNS1IlIiO""'",""" """"'TAl"'''''

'A"f'_~'''''''58

11~,

itJllr~

~__... ~ __... "'"'~ .....;;;-.d ~"'fDIl

~:;=~~~:'~~~..:1 ~""lNo'".'...'_"""r.... "'........,u.

@C-

8) : h: H

•DC

A

3

THIS O....G

KEY PLAN

'"NOTES

1. FOR GENERAL NOTES REFER TO owe No620-90-00051

2. MATERIAL DENOTED THUS~TO BE TYPE 2

3. ~16B ANO ~114 TUBULAR SAAi1"';~ TYPE 3

A

~

~

4

1848

200u8

4000

A

2152

i5/5,

2000B

3

'''25000

AO

20DU8

2277

~~1I1

5(5 . .....

1000\\13 -

~11"

A

1361

'20oul

2

4575.

4000

20008

'31008 1000'Ml

I

~----IIl 2OOJ8 Ij-t-~ "qU!" ill

~o

~I

~,E,z,z.ANINE ot:CK~) 25.390M TOS

~)R 2OjgOM ros

W)Iff IlEO<~22.05OM TOS

~ --"'-- iVil ~E /-_/~--'"l12f-2J - 2A ~ "---- ~~ 6

ELEVAnON ON GRID ROW CDSCALE: 1:50

DESIGNATION OF STANDARD JDINT DETAILS

DESIGNATION Of Fl ANGE AND IW THICKNESSFT - TOP FLANGE INSERT PL THICKNESSFlI - BOTTOM FLANGE INSERT PL THICKNESSW - 'M:B INSERT PL THICKNESSS - STIFFENER PL THICKNESS

I MASTER COpy I( ,'~'

.10/1

STANDARD OETAILNUMBER

INFORMATION SPEaAC TOLANGE & WEB P["THICI(NESS

SEE BELOW,STANDARO DRAWINGNUMBER

TfOOUll

"11M··'62D-9D-DOOSS!2

,...""

POHOKIIRA

ELEVATIDNS SHEET 2DECK STRUClURE

"HE:LL TOOD on.. "E:,.v'cEs UM,TEO

H.... p\.YIIO<i'" NE'fI """-"'CI

<cAL< AS NOTED..",,,-, H/.

"'~""" "" .A""''''w W.l D.OlJCHtt<tlI [0 D.OOJ

......""..... Zo~,~

,u"n:'~

<>0<'1_,10<'01""'1CDO<>UlT...T

"<Ctl~..,.

"~IOi:I::c~~,':=: 1lblr'"1iII---

" "Ala> IIJ. PIIO-Ul <>on 0MrnmAI /1>1 "'- 1OOHI<>0111J'f<101<O""ctr<l'" 10 '"

"'" ....... " ....'-,"''''.,,'''..........,''' ... ~"""' ......... "'""O«I'EO '"=....~:-,~'"'~,~~::..;"':,I..:.,~:".. '0 O'TI: 8'1 ""'" _,,,.., .......[,01 .." loyl,,,,,,""'""t ......... T.............. ". ,,,,,,TR""",,"'SSU' """"T..., "OO

~o) 1 I I 1i i

B

KEY PLAN

'"NOTES

1. FOR GENERAL NOTES REfER TO OWG No620-90-00051

2. MATERIAL OENOTED THUS~TO BE TYPE 2

20DUS

4

I

1848

20CUS

"I~II~:

4<)00

2152

4575.

3

1612

20006

2027

5000

""

2

i5/5.

4000

~q>R2Of6~" TO' ~

U~i~~~~R=,o~,E=g,,=,:::r:::os______ F",~)mlnCK ~ ~ I· 1 m~Itt 25.39" TOS i!m 20":' "" £l.: 1 200"' I 1 1 2'7' if : 20':" ~

~1


QESlGNATION Of FLANGE AND V@ THICKNESSFT - TOP FLANGE INSERT PL nJlCKNESSFB - BOHOM FLANGE INSERT PL TIlICKNESSW - WEB INSERT PL THICKNESS5 - STIFFENER PL THICKNESS

1 MASTER COpy I

( ,,~'

.10/1

STANOAflO DETAILNUMBER

INFORMATION SPECIfiC TO'FLANGE~1i PL THIO(NESSSEE BELOW


I'OHQKURA FUmELEVATIONS SHEET )DECK STRUClURE

'nD.}J'0.,"-1

~

<C"lJ' ASt,I'Jl[()

so«"" H/A """"""

A SHEI.1. >'000 011. SERVICES UM,TEO

§. ""'VOlt ••c Nt" "'-""'''''". NEw l£At.N<O

"""""" ""~~~~

.~

l1Eftl1EN(:(OO'"'=

""""1_•.1"""01",,,-1C<>ISIJl',"T

O<"",~m".'... I .. lt""

"'ill/IOIO'l .... I'"OL<T""'''''''''" ...

""itJ;;'""" i.ftM ,,,,.I,,,,,,,,'1I('o&II.ro- --., '"AI "" "'tW-,,,,,,,,_,,,,ccmnr I '"

""'~.k~_'Id~'''''''''''''''", /OJ ..",..,,,,,nOW:O~$l>JIJlCl«<" '"="'~;::',~..~,;~::"~"::::',, o "''1: .' C><I<O ".,.~I"",ol ...~ho....""' .......... 'oddO"l_U' cc..\l!IJCM.'''''; t(>$JL',"'

@<[;g]iII ........M>C ''T.l;:;';::i-d:'

y ( 2

~

0<:j=" -~ !iHIS-O

~(BA

5 ""'- FT-255/4/ FB-25 1YPE 2

-"«00.-

~rH 2~:~~ TOS

MEl.ZANINE DECK~) 25.J9OM TOS

W~R OECK~ 22.0501,1 TOS

FT/FB-16·3

310UB

4000

2 35000

ELEVATION ON GRID ROW ®SCALE; 1:50

4000

45577.

4

20006

·3

310UB

FT/FlH6

KEY PLANNTS

NOTES1. fOR GENERAL NOTES REfER TO OWC No

620-90-0005\

i:}cSTER COPY


(--

STANDARD DETAilNUMBER

INFORMATION sPEClflC TOGE &: WEB Pl THICKNESS

SEE BE\.OW

STANDARD DRA\\1NGNUMBER

>CALl: I.S NOJlll

.""'.... N A ''''''''''' ...u;T'. """"'"SHEl.L ToaD 0',- SERVlCE:S L,... '>Eo 4 or 7 Al,,",VAIEIJAC ..... PLnIOOTH NOI'lDWIC "'620-90-00055/4

OESlGJ:!AllON Of flANGE AND \'/fa THICKNESSFT - TOP FLANGE INSERT Pl THICKNESSFa - BOTTOM fLANGE INSERT PL THICKNESSW- WEB INSERT Pl THICKNESS5 - STIFfENER Pl THICKNESS

@C~II ___--..--"" O"f.,to;;>;",,,..,;,~ ;.....~<.",-"" - • ~........,'" L1[

~'!~~r~~~::''''~"zzj:I:::::~~::":D:\i"1.., ~

O"O«O'I'PIL""'""'''. NO ••" ..

O<lH='...' ,lOS~, ,::l=t"':,~-- "~,<mtNCt "",,""""

._m~~:::H>l

.'i.OJ!Mi!7.0<.'

P!!!Qi<URA PLATFOll..-fBElEVATIONS SHEEI 4DEOK SlRUClURE

lNr ('2~"-

~~(SA

KEY PLAN

'"NOTES

1. FOR GENERAL NOTES R[FER TO DWG No620-90-00051

2. MATERIAL DENOTED THUs~ro BE TYPE 2

DESIGNAnON OF STANDARD JOINT DETAILS

SIMIlAR35/3.

~III

1000\\'8

I

ELEVATION ON GRID ROW CDSCALE: 1:50

I

1000Wil

g~

1-r - r'-fI I

~rn)R 2C£~1d lOS

ME AN'" DECK I +' ~ tl'''''.39''109 t I ",", I

I I

WJ~f DECK~ 22.0501.4 TOS

~5(3.

];~p,

~~

§

D

F8-20 ( 2TYPE 2 15/5.

5<JOO

ELEVATION ON GRID ROW '2)SCAlE : 1:50

A

~5/3.

~~p,

'''';t~_;c=

~rrH2~:gOlA lOS

ken1R2~:~ TOS

"'" DE~ W ~'XI- 'I ~~'Y ~®125.390l,l lOS v ~ /~ 200uB (j ;" !<... ;= 5/3.

GL ,':<;J ,

DESlGtjATlQN Of FI ANGf AND WEB THICKNESSfT - TOP FLANG!: INSfRT PL THICKNESSFa - BOTTOM FLANGE INSERT PL lHlD<NESSW- WEB INSERT Pl THICKNESSS - STIFFENER Pl THICKNESS

I MASTERCOPYJ( ,'~'


INFORMA'IlQN SPEaflC TOLANGE Ii 1'/[8 PI.. THICKNESS

SEE BELOW

STANDARD DRA'MHGNUMBER

c-IAIIII_NrrORll

-'"5 ,.. 71·...K3·'-iio-90-000SS/S

-'P'QIIOKURA

ElEVAnONS SHEETDEI)( SlRUClURE

" .... PL"'OOlH "01' <£Al.AI<II....ATE .'0

SHE:LL TOOD OIL SE:RVICE:S LIMI"E:O

" ... ASWOJEil

"""""" ~/A

"""""" ~~ "'"0..... W.I. D.OJ.I........ EO ftl)4.',.....,.,..!hI. 2.(14~

OM

IIiT<JIOo<[O",~"I"

1-l1ll""~ .... IPIlOJ:"""",,,,,,,,,,m 'ttIl1¥'

"'''1:..... I ""'I.',lr.'"" ., '0Nrb """ot"""'fl_"'~ '"." PIlOJ:~r"""'_''''<M'''' '" ..

"'~_~'.._,..... ~'...."""",., .. I PIlOJ:<Tao"""""""",,,.. ""'" 10 ..~"'e::-'~'~'::::";"'::~~'M"" .... .. CH<O ......,1""""1 ....."""""".. ","'... 0' .."""". «><5..""0",,,,,, '''''''"'''"'

1<GCF_..."'''''...... I..·'"."t' I..\!i~~':.t,'r_

i' r"'2

A )- ell ! I I I

KEY PLAN

""NOTES,. FOR GENERAL NOTES REfER TO owe No

620-90-00051

2. MATERIAL DENOTED THUS~TO BE TYPE 2

~B

~

~ J101JB

~I

1000'"

~

"

I

I

1+=1I

1

1I

1000'"

ELEVATION ON GRID ROW CDSCALE: 1:50

~

"

I

1000WB

I

r=+1I

r-f - f-fI I

~B

~~

~,EJlANINE DECK~1 25.39011I TOS

~&~R 2~~?aOM lOS

kPn:,R 2~:~~mA TOS

6574.

ilOUS

~

1"/C

ELEVATION ON GRID ROW 0SCALE; 1:50

~

~H

~'i~:·-

§.5/'

r T cf l2500 5000 2500

(.."")C,o'"'> • •

~ ----l" 610JB ' \t11lI;Q I 1q I 11QJ11j )

~,EJ,-7.,ANIN£ DECK~ 25.390101 lOS

L0/'.r)R 2~~~'" lOS


MC''6 '" 7·'120-90-00055/6

STANDARD OETA)lNUt.lBffi

iNFORt.lATION SPEaFlC TO-NCe", l'fB Pl lHICKN[S·S

SEE BElOW,SlANQARI> DRA'MNGNUMBER

.10/1

DESIGNATION Of f! ANtE AND \'fA lliICKNE$SFT - TOP fLANGE INSERT PL llilCKNESSfa - BOTTOM fLANGE INSERT PI. THICKNESSW - \'fa INSERT PL nJlCKNESSS - STIffENER Pl THICKNESS

_ IRA PU<IT(NlU

'OJ).l ELEVAnONS SHEET 6'~~: DECK STRUCTURE

,,~'

(

"'''''' ~"OIOl.nc.<ru: HI~ """"""A SHE:.... TOOO "'.. SE:RVlCE:S ..,... ,n:o

12- ....~1l: w:; "CiI' ...."""'1>1 "tw WoUJtl>,~

II(".,:NCEO...';;<.'"::l=I""':,~"

,--~~=

[MASTERCOPY I

,,,......,",1""1"1(""

~lioJDll-;... !PROJ:CiQo1'''''''''m:

,u .....:..... I ·"IN::'.."

N;C'_.....V.......

""Z' 1"1'J,~=r,J."." ../>/O>,.....'''..W<>011ot\liii''''

"'10< 'J. """<'''''''''''''''''''''CI><ST"I< to '"_ ......... ...,r_'...... "••,....,,'" '" '"' .... PR(I«lc201'o.lin""SOJIOC>a< '" '"

~....;,~~,~~~,;'; ::.,~:::..:: ::.""••" 0'" " ","' ...... <>o:D 101>.........,."" ..... '... .,. ........ u. «><,,"U'''''''~5.J< co""",,,,, """

QCcISIIlI-

• Co) I II! I

8 )----l-

KEY PLAN

'"


J0/17~~~~8 PL lHlCI<NESS

DESIGNATION Of fJ ANGf ANn WEB THICKNESSFT - TOP flANGE INSERT Pl THICKNESSFB - BOlTOId FlANGE INSERT PL THICKNESSW - WEB INSERT PL THICKNESSS - STlfffNER PL nUCKNESS

NOnES1. FOR GENERAL NOTES REfER TO DWG No

620-90-00051

DESIGNATION OF STANDARD JOINT DETAILSSTANDARD DETAILNUt.lBffi

;~NrORIdAnON SPEaflC TO

(,'~'

A) ( 8 ) C D A5000 '500 '500 0000

1"0 1790 2660 1000 2340 2660

1 I~~R2~~~ TOS

I~ ,t 700'" ~

UP R DECKU... 28.28OM TOS

<- 700wa

fI I I I I I I I

~ljiP I6 7 4 lIP~ I... 5/3 I I 5/5 I

~[1R~I~§9~~qOS ~""I '0''''.1 ~lidE ANINE DECKI ____

,ooos EL + 25.J9OM IDS, 'OOOS ,ooue, , ,

~ 11~I ~

3 ~I ~I £1 ~I I~I ~III ~II

'ooo~ ,oous ~, ~ , ,

LO R DECK LO R DECKEl + 22.050M lOS EL + 22.0SOM TOS

± 1 t 2000S 1 ±Jl0UB 20DUS 20008

I I I

5

~v- 5/5

!

ISECTION @ SECTION ®'';;4~ "'"' 1:50 SCAl£ 1:50

SECTION @ SECTION ®,,'" 1:50 SCAl£ 1:50

SECTION ® SECTION ®SC,l,!£ 1:50 SCAl£ 1:50

SHELL TODD OlL SE"''''CES LIMITED

"""'AlE: BAG 1/£1I' "'-"""'II< NEW ...........

"EL;<EVmA:nnomN",s-Is'tllHE~ruRAPlATfORM II

DECK STRUCTURE

E::HER COpy I

:-") <$: 71~AO

"""'"620-90-00055/7

~-,

.,IUOlI10,04.1

'"sc.<lt ASllOlrtlS1On.t N/A

~-.-- ~~

~"'=-OM

•"""''':[OR''''''''''==I~:!:"'I

"".'.{:l'...__ ~ ..._""' ... ,,""' ..-'." AD, .... 1'IlO.«'..,,'''''''''''''ICII'''''n. III '"~'!~:~~~l~i~" .. ><0 ..n: oy "'""1IIlJC1ICJ<=t ::,,::''''''':,:''.1.010... I"IE...

"f","; '" 71'''-Al·'"620-90-00056/1

NOTES1. FOR GENERAL ~EF TO

owe No. 620-~ ;512. ALL PLATE MATERIAL TO BE TYPE 1 UNO

3. DESIGN LIFT WEIGHT 160 TONNESC or G PER WEIGHT REPORT REV 4X.. a.82My" 0.401.1un ARRANGEMENT PER TECHNIP SKETCHIIP002JI5-SKH-800l-0006

PDHOKURA PLATFORMSTRUCTURAL DETAILS SHEET 1DECK STRUCTURE

~I~N"

~

;

PL 20x150x650

,,"'%4

207

250

~

700\\8

211

43

,10

~

j-H§

"~

.,,'"''''''' """...""

'97

622

~

DETAIL (;20 PADEYE DETAILsou \:20 052

997

997

I

"

1

• I •

PLAN ON BOTTOM FLANGE INSERT

'1'PLAN ON TOP FLANGE INSERT

PL 20x23Ox650

PL 30 fLC INSERT

293

293 I 622 I 250 I 250

202

)~ktJ&-~

11:1"202

700"

700"

y-

~l

~I~~r.=:~1 :"'Ai e±%"=~II~ '- t

§I I )---;;;iktJ&-~

I I \ \ \' hiil ~, ',;; \ ~I ~I

"I~~H ~~ry<i'i't g \ f If I I ~l~-til "'L ~...... A Nil

PL 30 FtG INSERT·SLOTTED TO SUITPADEn MAIN PLATES

,olo.,<I,vl,""

§

$

$

§!

ALL IlnOS CONNECTING PAOEYEUAiN PLATES TO BEAMS TO BE FULLPENETRATION WELDS AND SUBJECTTO IDOl': Vi & 100% 1.11 INSPECTION

PL 30 FtC INSERTSLOTTED TO SUITPADEYE IdAiN PLATES

700WB

~R +SF I: !E;'-'I;7001'18

" ,---.:;:: FWtT Ol" """"'" roo ctr/Sl"N,.~ ,._ ~ ''''_''.~' ~,.. , .....', .... /OJ ... fflOJ:CTC>Ill1 5lI.QIroo"".. l>€'" l'o'~~...~~:';~~,~~ ::";"':::.:: ::,,,,," "" DAn: .. OH" ""_ 0",0 'F'P'<~"~"''''odd''''''''n''' C"""'UCTK><~SU' <O><SUL''''' '''''

~ / ~ ~ D-;r~"I~/7 =:tIl -t II

(!'t700\'18 1400 I~ ~ 1489

lNr 16 1184''f @ ,.": A-N

~"

@-t=D "'; '7oOv.;; \ I/WfR1~ 4

I" ~§I / 'L......::>.I

~ I I 202..... 810!L I 555~

. I' TOP FLANGE INSERT'D( PLAN ON~

______-"""!'!.'- .269 121

~ r PL 30 FlO INSERT

PL 20>:210.650

@-r---

°1 11

:--''"1\ I Y/f·~41~I / I

I t-+-+~ 565 I 810 I 202~

rc-:x .1• FLANGE INSERT~ PLAN ON BOTTOM

(T\ PADEYE. DETAILDETAil \052JSCALE 1:20

j;g]1I-@c ...... v...... (AF./V)

A;:r;~~7~~.::!'""", ....:,.....

NOTES1. FOR GENERAL NOTES REF 'No. 620-90-00051

& 620-90-00056/1

2. ALL PLATE MATERIAL TO BE TYPE 1 UNO

PL 20STIFFENERST'<P

j PL 20

,V STIFFENER

/'

~J

~, rY?UNO

I

PL 20 '7'--..STIFFENER ............~

~. iiJ"_n-

r'Yf~\ ~.I~ 'ureLL I '6'"a1~ "'rt'"'' ,~~

~

,.

JW

II III III III III III I

505

I

~101 HOLE TO SUIT 1201 WM.GREEN PIN HEAVY DUTYSI1ACKLE ANCHOR TYPEHOLE TO BE UNE BOREDAFTER WELDING CHEEK

T'<P l PLATES TOLERANCE +214 ~

'n

PL 45 PA!l£YE:~MAIN PLATET'<P"

1,(

SECTIONSCAlE 1;10

rA\'&'

ALL \\£LOS CONN[cm/G PAOEYEMAIN PLATES TO BfAMS TO BE FUllPENETRATION WELDS AND SUBJECTTO 100:' liT '" 100'; 1.11 INSPECTION

SECTIONSC.....E 1:10

SECTION

/f\~

ff\ SIMILAR

JW 3>,SCALE 1: 10 ~

~101 Hcx.E TO SUIT 1201 IY'M..GREEN PIN HEAVY DUTYSHACKLE ANCHOR T'fl'EHOLE TO BE LINE BORED

I

AfTER I'flDING CHEEKPLATES TOlERANCE ~

IIII ,.

PL 20 CHITK\PLATE NSjFST'<P"

T'<P~

Pl45 PAOE'l'Eh""i:·-M,a,I.I:l PLATE

~'TIF'E 2

11"- ~

,.-J,

~T'<P

UN11 T5~

1/

WPL20

. STIfFENERSlY?

/

-

SECTIONSCAlE 1:10

SECTIONSCAl.£ 1:10

fB\~

ff\ SIMILAR

~

SECTIONSCALE 1:10

fij\

~

1-- --- ~---:--::"' ]1_- ' =~-_:~~~_~

SCAt. 105 NOIED"am: ''''''''''" ""'••" ..~"""A SHE:~L TOOO OIL S<:",,"CES L'M,'!':" Of" 7 Al

.§. ."vAT>; e..c NEW .""'OUll< NEW ,........., ""'''''620-90-00056/2

~~!-.,-"":,' '·'U~~~..l-

IL'",':'... "'';t.:":"~

I•· ~.,.-'-'.-"'" ._"""'-""='!~~~~E:,,~::;""~'

;U:-lmui-ciol1 r",_"""r~__1=,:::-I",,:,~--I "'."'" .1..,«"".":"":

0£SGIf:' ~H ""n:-- ~=0<'" [0 If(......,.,., ~S'I. N(

"""""""II>!.

POH~IJRA-PlAlFOOil BSTRUCTURAL DETAILS SHEET 2DECK STRUCTURE

~TI~:~ CD

NOTES1. FOR GENERAL NOTES REf NG No.

620-90-00051 &: 620-90-",,\156/1

2. ALL PLATE MATERIAL TO 8E nP£ 1 UNO

~I

il'J'50"T~~rrtlnT~

uu(f\ OP? .HAND.

rD\

SCAlf 1:5

SCAlE 1:5

SECTION

SECTION

dO" I

~.~'I ,,;-

nP 6 ,Pl 10 TYPE 4--""" PL 10 TYPE 4

~J STIFfENERS STIFFENERSTYP 6 TIP SUPPORT TYP

---"'*

.,~

'50~

,os

II 1_ III

f1i'u-'f1

JDETAIL 3SCAlf 1:10 052

gL_JJI!-~'I! ,, , ,

~~il~- 316 J f------+~f------+

rlQ Y

PL 10 FlANGE\ ~UPPORTEXTENSION~~TE SUPPORT g

$:'j N I 20DUS

&

2

J IFOR PAOEYE Sf

ALL WELDS CONNECTING PADEYEMAIN PLATES TO BEAMS TO BE FULLPENETRATION WELDS AND SUBxerTO 100l': liT &: 1007. 1.41 INSPECllON

TOP FlANGE &: FULLDE? iii Of WEB OF7001'18 SLOTTED OUTTO SUIT PAOEYE MAINPLAl£

1400

~

~

310'10

SCAlE 1:10052 HANGER PADEYE SW DETAil~

DETAil 2 HANGER PAOEYE SE DETAIL QPP HAND & NOWSCAlf 1:10 052

DETAIL

~ 21~ ~ ~ '" ;;

& PL 25 flANGE I I ~TOP AND 8lM ITOP PLATE SlonED TO ~

SUIT PAOEYE MAIN PLATE

(f\

lNr(~~"-

~B®-y"L-.-"0~I :1" I ~ "I

PL 20 CHEEK PLATE I ¢101 HOLE TO SUIT 120T W'M. GREENNSjFS TYPE 2 PIN SHACKLE ANCHOR TYPE

HOLE TO BE UNE BORED AFTERrYP 14 WELDING CHEEK PLATES TOLERANCE :~

VA~"" ~TW

rill-nP 150-rlf~

t-1?b-nP

--t¥~-

II

"1 ~""..W ;;"" STIFFENERS

~C;:rJr""£.:=.".

460UB

Ir PL 10 STIFFENER

NS/fS

SECTIONSCAlE 1;10

fA\u

I",~ PL 45 PADEY[

MAIN PLATEnP£2

~

~

SECTIONSCALE 1: to

700wa

rB'\'CJ

PL 20 STIFFENERSnP

PL 16STIFFENERS TYP

SECTIONSCAlE 1:10

fC\u

PL 20STIFFENERS rYP

r;L.-----·

" ~'/IJi,><I.lt AS HOlED.ncx.... """"'" SHU'" ."",,'".§ SH<:LL TOCC OIL SE.."'CE$ u"'''''''C .,.- 7 Al.§. p,lIVAI<!IAC HEW ",'V"..,," "Ew ZE"'-""O ""620-90-00056/3H\ SIN\ISDOS19a\CAD\Sr\SKT\S19aSKTS'D06.dw~ IS.11.G4 - 1140

1;"~~i:1'::.., I ....\~,:,,~,..

I•· .~" •.,--..• ,,. - .."I ......ee """",,,,,..,,:.. ,m, "mo,''''''' r;;cilo"",...0"" "" ........."'"" ..,.,""'", •••,,'"."" ,--,""""' ..."'.. ".

~Fow:TCiiii;·~'"_'''~.. """""TClO"""""'Oio:>.w><>«X I'.' <",0_',0<'0""""-"" ...., .. I .....

:;l~::I""':,~APPA """,rn .In.,.... ,....::n:

~-- ~~~~

IAA~1iN[iN[

POOOKURA PlA1FQRlA BSJRUCTURAL DETMLS SHEET JDECK STRUCTURE

I

®

NOTES1. FOR GENERAL; n TO owe No.

620-90-00051 ,-90-00056(1

2. AlL PLATE MATERIAL TO BE WE 1 UNO

~/.7

"'/./

Pl 20 FLANGEINSERTS FLUSHT05

610US~

I~

*'

~ I~"

~ 1400" t700"

3SO

''fs.

61008

~'/

PL 25 fLANGE~INSERT FLUSHT05

I

§I

;,

~~" ,L,1'

610UBI

---'>,,.->~-'~-~

~

'"~~~

t>.~""" ~.

PL 20 FlANGEINSERTS FLUSHTOS

1Nr'~~ ~

EI~

I§

A) t r--~~-

700"

'\~

""~- A ) I -----F-90 = = = K~- -- j.. -' -L L ~

==~I '-

PLAN ON TOP FLANGE INSERTPLAN ON TOP FLANGE INSERTALL WELDS CONNECTING PAOEYEMAIN PLATES TO BEAMS TO BE fUllPENETRATION WELDS AND SUBJECTTO 100:0: Vi & 1001. 1.41 INSPECTION

,so 1037PL 16 STIFFENERS?L16 FLANGE

INSERT

/ 6l0UB

~~ ~~I;;--- ~~

PL 16 STlFFENERS~- ---I (PU6 FlANGEINSERT

PL25 FLANGE~I~T ~

61008 610US ~

11' ts:N 7? ~-~

,,,,,I I I " 1"-i'l"'. II~

V'/~

~

~\';

~PL 20 FlANGE INSERTFLUSH \11TH TOP Of700WB lO'M:R FLANGE

!

Pl 20 FLANGEINSERT~FLUSH \\ITH TOP Of10011'B LOWER FLANGE

I~

I '--

lTO

700"

~""y'

562

~ ..c::::::Jl2,5

T)T'

553

~ 7001'18

------------ PL 30.300FLANGE INSfRT


DETAI 1 PADEYE DETAILSCAlE 1:20 052


DETAIL 2 PADEY[ DETAILSCill 1:20 052

r~-------:DP'~

,--_._.__.._------0<5>ON':O !H

,.",,'" ~J.. 05""""'0 to ~_'<M;lIICSY II!.IMRIl>tIlH" .w.osI;~-f;-I

:;l::~'lo«;,~:"1 -'co ..["ot>«< o..r::

-POHQKURA PLATFORM B

STRUCTURAL DETNLS SHEET 4DECK STRUCTURE

stAlL .-.s"lI(lllD.n=u: '"'''''''' .....,N. '''''''''''

§ SHELL TOOO O'L SERVICES L'MITEO 4 '" 7 Al.§. ",""IE .'0 """ Pl."'"""'" "Dr 21;........0 00'''''620-90-00056/4

S05 "5

,NOTES1. FOR GENERAL NOTES REf 'G No. 620-90-00051

& 620-90-00056/1

2. ALL PLATE MATERIAL TO BE TYPE 1 UNO

I0\01 HOLE TO SUIT

PL 20 CHEEK 120r ','/\'jt GREEN PINPLATE NSjfS SHACKLE ANCHORTYPE 2 TYPE

T'IP 14 ~g~oT~r~RLlNEM:LDING CHEEKPLAlES TOlERANCE

"-0

Pll6~STlmNER W -------..

=

~ ~Pl20~ ~ff£NERS

PL 45 PAOEYE"{MAIN P\.ATETYPE 2

~lYlll ~

~

~I

~l~

I~Iso

--rtf"

17

~

J ~ PL16V StlFfENER

SECTIONSCAlE 1:10

fA\V$

ALL WELDS CONNECTING PAOnEI.IAIN PLATES TO BEAMS TO BE FULLPENETRATION WELDS AND SUBJECTTO 100"; U1 & 100~ MT INSPECTION

SECTIONSCALE 1: 10

SECTION

fC\\&.Yrt\ SIMILAR

f-SCALE 1: \0 ~

-

610U8

378

~

25378

61008(

STIFFENERFS ONLY

\

415

STiFfENER\NS ONLY

25

6100B

(Pl16WEB I ~INSERT REFER TO 6

I PL 16 WEB STANDARD DETAil _I INSERT ON OWG No

620-90-00015/5

~~W==~=T1 I TYP

25378

(

STIFFENERN$ ONLY

6100B

~REfERlO ~.

EX 6100.8 sTANDARD DETAIL •ON OW<> No620-90-00015/5TYP

1/\fIII

-+

STlFFENER\FS ONLY

r Pl16 WEBINSERT

796

!

i R';;

""25

'';'''''

SECTIONSCAJ..[ 1:10

PAOE~ PLATEOMITTED FORUARITY

rB\\§J

SECTIONSCAlE 1:10PADEYE PLATEOMITTED FORa.ARITY

fij\

~

IPOHOKIIR,I, PLATfORM 8

STRUCTURAL OETAllS SHEET 5OECK STRUCTURE

INEO'

"",,-i&:'",

otsIONOO KH........ ~J..

!>«><to EO~-«"""" AS ~01ID'll«<1l' ,II'''''., "IIT N. ,m_I SHEl.L -rOOO a'L SERVICES L'M,TEO 5 "" 7 Al

""'VAlE."" "'w ....n<OU'" >I<W l£.<J.»<l> ""''''"620-90-00056/5.......·.)'<10<1<""0".=:~I,:~Y'"':r!:"

rI.l~i.-ao"""""""""_'" ...I<: """"TOIl" OSSLlD"""""Ofe<h "",," """'-CHI<D "'''''••'' DAn: .' E""

C<IHS"""'_~"'" <.<INSUL""" >lOS

""::....... I"",tol~" ..

1

__., .. .....".,. "MSH'" ""'" .,.. ...~'" '"'''-,,~"., "",.. r;;oro:;;;...." ...... to ..,,,,,••"',, ,.;'""', ...,,..,.......'_ ..."T""""' ~";

1@C~II-':;':!jai=::r,

TO DWG No

J. FUll PENETRATION WELDS SUBJECT TO 100ll; UT &100% 1.\1 INSPECTION

NOTES1. FOR GENERAL NOTES

620-90~OO051

2. MATERIAL DENOTED rnUS[23TO BE TYPE 2

A

T'IP

A

PL 10 STIFfS

JQT'IP

TYPICAL LEG WELD PREP4 LOCATIONS

rtP>s

TAPER BACK 1:2.5EXCESS FlANGE

PL 20x300FLANGE INSERT

610UB

SCA1..E 1:2

DECK TO JACKET CONNECTIONREFER NOTE J

DUAIL

D~I OECI<TO

1 JACKET TYP

+=l--l ~:O~~oMB,,~I 'I JAI .--

Pl 16 STIffT'IP

~

575

&,

25TiP

25

TYP""j2

~~

1000Wil

~

"

T'IP

TlPICAL2 PLACES

~

Pl45 TOP ANO8lM RING TYP.

J

III.

~

"

~

$-

~

~

~AI~:20 C55~3.

~

~

~

1048

~

I

I

~

"

R847

PL45 TOP AND8N RJNG m'.

~R ,O,hOSOl.f TOSEL + .

v

'""6 • 71~1!

-120-90-00056/6

0.0.... POOOKURA P!.ArrtlRIl a10,03 STRUCTURAL [TAILS SHEET 6IMi1.Ci DECK STRUCTURE

I MASTER COpy I

r1i\v

_0.~~=><........ I<5N01£D'1IO<'lU: H/A ,.,.".,

A 5"'''1..1. YOOO OIl. Se:...... CES ~IM'Te:O

;;a """A""~ """1'1."""'''' """''''-'''''1

TAPER BACK 1:2.:>EXCESS flANGE

PL 2Ox300FlANGE INSERT

65/3.

575

SECTIONSCAlE 1:20

25

.~...-.", ....""".

PL 20x300FLANGE INSERT

TYPICAL

65/3.

2 PLACES

~

"".' ..... 100<<01 .....,CO'<S«..,..,

v

~

(C\SCALE 1:20SECTION

~

"1755

415/3

SECTION Co) J LOCATIONSSCAlE 1:20 - SIMILAR

OECK STRINGERS OMITTED FORCLARITY

DETAIL 2SCN.E 1:20 55/2

.., 0/!1J ..... POtl£l:l"""fIt'oISlllJl< EO '"", lllP'Oll.l<ICIIII""",,,,""''''''''' ", ..

'" /OJ lit P<D.Ul""'Ol'O"" ...... <>(J>:" '"0.,,, ,> <>«0 >NO, 0<'0 ...".1'" I 0Al'[ I" I ,...

<"""-".'....T "os

"'-POO.UT<>O"."""'Jlt.. '" mLCTC>Il" """""Nt

'" '" m.<l:T <>0" """""." ,O'l"

r

~

"

.1

~~i:=l!F'''?'.\...I! ~ - / I ¥ !I·····I·····I\ tI~ II'1·,· .-'..,·1, / I.·' ... -li 7""- \~4J .. .. .

vrA\

PL 20x300flANGE INSffiT

SCAli 1:20SECTION

TAPER BACK 1:2.5EXCESS FLANGETOP & 8iM

DECK STRINGERS OMlllED FORQARITY

~ ~ ~ ~ ~ $-- I'DECK - - - :?l - ~c.lf+) 22.05OM TOS - ~ ..... I ~ 'V

\/ JlllUB 1000\'18 1000WB 1000\\13 610UB

I

TO DWG No

4. TYPICALLY WEB STIfFENERS, flANGE INSERT PLATESAND INSERT lUBULARS ARE FPBW TO flANGES &:fW TO WEBS Of UB UNO

5. FLANc;E IN$fRT PlATE THICl(NESS TO MATCHT1iICKNESS OR BE GREATER THAN INCOI.lING BEAMFLANGE OR AS NOTEO ON DETAIL CALLOUT

6. WEB INSERT PLATE THICKNESS TO MAlO"!THICKNESS OR BE CREATER THAN INCOMING BEAMWEB OR AS NOTED ON DETAIL CALLOUT

7. REFER TO DWG Nos 620-90-00052,00053 &: 00054FOR LOCATION Of CONNECTIONS BCl TO BCS

3. WEB STIFFENER AND G1JSSET MATERIAL TO BE TYPE4 UNO

NOTES1. fOR GENERAL NOTE:

620-90-00051

2. FLANGE OR WEB INSERT PLATE MATERIAL TO 8E ASPER PARENT MATERIAL GRADE MIN UNO

/

ENDPL 10

~4;:2~~~£;:X:

..~II

PL 10 PACK SEE DETAIL

PLAN

PL 20 INSCRT FLG TYPE 2REFER TO STANOARODRAWINGS 620-90-00015/4&: 5 fOR DETAILS NOTSliD,",

~h][ I3 SIDES/ 6V ~ 200UB

PLlO

PL 104-1122 HOLES

10 PACK SEE OETAIL

PLAN

200u'

P~PL;~~4-'22 HOlES

10 PACK SEE DETAILPLAN

PL 104-'22 HOlES

~ ~ dll! I"IDES ) 6 / b ......,.PL 10

EX '273x9.3

l:£1 NS &: fS~

W , 0'

WI II 't:]Jw>---w-' ,

~PL 10 STIfFS

--- PL 20 INSERT FLG T'JPE 1REFER TO STANDARD

BlM fLANGfDRAWINGS 620-90-00015/4

SLOTTED TO W DETAIL @ &: 5 fOR DETAILS NOT

SUIT STIFF T'iP SECTION EDSHO,",

PL 16 STIFFSSCALE 1:10 55JS

""" 1:10DETAIL @:llIWSCALE 1:10 55/5

PL 10 STIFFNS{fS

TAli @ @iiSCALE 1:10 55K 5S/i

TAIL ~ ~ """""/ENOPll0 /,"0 PL 10

4-m HOLES FOR 4-'22 HOLES fOR

SCALE 1:10 55J.4 55ii r-t-r M20 BOLTS 8.8/TB Th M20 BOlTS 8.8/TB

~

I~

I4100B31008

1/4 EX ~273x9.3NS &: fS

IJ

PL 20 INSERT FLG nPE 2REFER TO STANDARDDRAWINGS 620-90-00015/4&: 5 fOR DETAILS NOTSHOWN

175"2

~~.-

"2175

""'G ~~- PL 10 CLOSURE TYP

NS &: fS " TYPE 1 NS{fS / 8

T1P • 55

DETAIL 1TYP / 12

SC.<£ 1:10 55/4

DETAIL (J.) """""SCAlE 1:10 55/4

TYP~

C

.31008

4100B

_ 20 INSERT FLG TYPE 2REfER TO STANDARDDRAWINGS 620-90-00015/4&: 5 fOR DETAILS NOTSHO,",

PL 20 INSERT FLGTOP &: 8lM REFER·DWG No 620-90-ooIU.i &:STANDARD DRA'MNGS

,_ "'1:0-90-00015/4 &: 5;r. '1 DETAILS NOT SHO'Ml

DETAIL GlSCAlE 1:10 55/6

SECTIONSCALE 1:10

f8\o

BDLTED CONNECmNTYPE BCISCALE 1:10

BOLTED CONNECTIONTYPE BC2SCALE 1: 10

BOLTED CONNECTIONTYPE BC3SCALE 1:10

ClOSURE Pl nP

j '" 71"11-~620-90-ooo56/7

--:<~:,;:;.-\

-"ii:- (fjOKUR~ P TFORt.l BIQro. S UC Al D AILS SH:: DECK STRUCIDRE

...... I.SHO'""""'-"NI~ _

§ SHE!.!. TODD D'!. SERVlCE:S u""TED

fi PlWME a.c HEw PL'<WQUJH H[\l'lVo1N/II

~~

IlAA... u.- ..-.~

.~

.11....... IlAAIIINCS

BOLTED CONNECTIONTYPE BC5SCAlE 1:10

=!L7;Y''':~''''''''1

GUSSET PL TO BE MODlflEDTO INCORPORATE at:AIA STlFfSAT LOCATIONS WITH COLUIAN

200U~~NDER IPL 10 GUSSET ~2-'22 HOLESFORM20 80lTS8.8/TS / 200uB

BOLTED CONNECTIONTYPE BC4SCALE 1:10

'~,&PL 10 GUSSET 2000B2-'22 HOLESfOR 1.120 BOLTS8.8/TB

NOU

"" 1'tiU:tT""",.....".,."" ....mi(Ill ......""""'l>:MlI'OlSW~O@' ""•• CI1ICO"""·"""""""t",,

oxmTR""''''OSSIJt """""..... Sf.,.

lIfINSTALLATIDN PACKER DETAIL

ITO SUIT 'EAM IPLATE \\lOTH

~~J~~l:ll5 -1 ~~5~ i711;;1~g - - g~

wr,

@c:1£]1I-

-~~":"~~'ll"':""" '\t"If....

"'lo ......... lo ..._''''' ..... lo''''._"o!l~=-'«::::;~,~':: ::.;::~:: :" .... INO, .....,."" .... Todd'" ......,.. Ud

v(C\

EX '273 TYP

SECTIONSCAlE 1:10

-~'2---""

EX '273 TYP

TO DWG No

MASTER COPY

PL 8 flOOR PLATE UNO

GRATING

200 WIDE YELLOW STRlP£D BOONOARY LINE

CONTRASTING ESCAPE ROUTE 900 WIDEINDICA TED I'r1TH AlTERNATI\IE BLACK ANDGOLDEN YELLOW STRIPS 300 MOE AT 45'

INDICATES DIRECTION Of GRATING LOAD BARS

INDICATES EXTENT Of SIDE MOUNTED REMOVABLE""

HANDRAIL PANELS

INDICATES EXTENT Of UTILITY RAIL REfER TOOWG 620-90-00302/1 fOR DETAILS

lEGEND

NOTES

I. FOR GENERAL NOTES r620-90-00051

2. fOR STANDARD PLATING ~~TAlLS REfER DWG No620-90-00005

3. fOR STANDARD GRATING DETAILS REfER DWG No620-90-00006

4. AREAS Of GRATING BOUNDED THUS. TO BEOffSHORE INSTALLED

5. fiNAL LOCIlTlON Of ALL PIPING PENETRIITIONS TO BECONfiRMED BY fABRICATOR I'olTH THE LATESTREVISION Of THE PIPING GENERAL ARRANGEMENTPRIOR TO COIAUENCEMENT Of f ABRlCA TlON

6. fiNAl LOCIlTlON Of AlL PENETRIlTlONS fORELECTRICAL & INSTRUMENT CABUNG & TUBING TO BECONfiRMED BY fABRICATOR I'olTH THE LATESTREVISION Of THE ELECTRICAL & INSTRUMENT CABLEROOTING & TUBING LAYOUT DRAWINGS PRIOR TOCOMMENCEMENT Of fABRlCATION

7. AfTER PADEYES HA\IE BEEN REMD\o£D INSTALLATIONCONTRACTOR TO INflLL AS NECCESSARY TO MAINTAINfLUSH TOP OF PL EL{+) 28.288M

8. fOR HATCH DETAILS REfER TO DWG No620-90-00301/1 & 620-90-00301/2

•~

D

•1

--- GRATING SUPPORT REfER DWG 620-90-00302/2fOR DETAILS

~

~

~

~

1546

I,

I,

I

I3350

''''~

.~

4000

:~

15GAP

2\50

1281

-+tJ.!O2728

CD

"I

HATCHTYPE UI

I

£!;::,lW~, Iaulil

II~J~

~

5000

.- t1 3031

1554 r 1462

1401GAP

1731

0)12Bl

4000

~

11 1 LMEZZANINE DECK FRAMING All'01 REFER OWG No -'II

I g 620-90-00053 I

'" ~ :j iI: ,, "

I I' 0: s I

NI II u ""o , I I GRAllNG PLAN I 1120 ~

5; 650.1355 I-

I HATCH I HATCH1010 - -l TYPE 26- - - - - - - - rTYPE 36

~I §l'" -:: ! I

~ I['A" I _ _~ -~ =~~-- --~~ -~-

"114 1~ 7M

1256 173' 3 1385 "30 1256 925 15<6 I OPI '" ILIfTING PAOEYES lY? REfER CUTOUT 05 4 PLACES

OWG No', 620-90-00056/1 10 5 UPPER DECK PLATING & GRATING LAYOUT [REFER NOTE 7 SCALE: 1:30 •.

'II II, ,

C\I~I 'I I ~111---11

------ --:~r"--

l, ,

so", .lSlIOlID

'''''"'' N ~ '''''''''I $KW.o "''''''''"

I SHE:I.L TOOO 0'" sERVlCE:S L'wTEO I OF 1 Al0"_",

.....An:""" ""~ ..."'''''''' HEI' tt..."", 620-90-00057

I~~-I----(OF.N};£2""...........<tt:l\MtlE-l!SiiiI/St II <S'OCO'illW'OIO',N'f'IOO\«I,U.W<ifllt!l ,[

0' """ .- ouo ...,,:r.o I 0"" 10. IE""001<5"""""""""'" ""'SU".., """ .. =.!.;:IOU:,~

"-' I ~IL<

""""',."" "'''''01';5

~.

~""'''to !'PG_ •• !or

_OlM.'

",it POH lJIlA PlAlI"ORU B JAd< T

'~:~~ upp R DECK PLATING & ATING LAYOUT'* DECK STRUCTURE*

PL 8 flOOR PLATE UNO

GRATING

INOICATES EXTENT Of SiDE MOUNTEDFlXED HANDRAJl

INDICATES DIRECTION Of GRATING LOAD BARS

CONTRASTING ESCAPE ROOTE 900 WIDEINDICATED WITH 100 WIDE GOLDEN 'YfLLOW

BOUNDARY LINE

LEGEND

1. fOR GENERAL NOTES, owe No 620-90-000512. fOR STANDARD PLATlNC-ul'JAILS REffR OWG No

620-90-000053. FOR STANDARD GRATING DETAilS REfER OWG No

620-90-000064. UNLESS OTl1ERWlSE SKOWN All DIMENSiONS ARE TO

CENTRE OF lOmm GAP B[l\\£EN GRATING PANELS

5. AREAS OF GRATING BOUNDED THUS. TO BEOffSHORE INSTALLED

6. GRATING PANElS DENOTED THUS mmm TO BEREMOVABLE IW!ttW

7. FINAL LOCATION OF ALL PIPING PENETRATIONS TO BECONFIRMED BY FABRICATOR WITH THE LATESTRE\t1SlON Of THE PIPING GENERAL ARRANGEMENTPRIOR TO COMMENCEMENI or FABRICA nON

B. fiNAL LOCATION Of All PENETRATIONS fORELECTRICAL & INSTRUMENT CABUNG & TUBING TO BECONflRMEO BY fABRICATOR WITH THE LATESTREIrlS10N Of" THE UECTRICAL & INSTRUMENT CABLEROUTING & TUBING LAYOUT DRAII'lNGS PRIOR TOCOMMENCEMENT Of fABRICATION

NOTES

B

o•1

~I~g

.61 .;...

~a:]:

!l

tJ /125.125 CUTOUT1/ TYP 2 LOCATIONS

~I-lI---12

o---=ld

4000 0802 1848

~38 608

,1CUTGUTS

,

1350

WELL SLOTS& ~650.1200 LGGRATING CUTOUT

420

CD

4201

1362

'"

I

1488

1522

5000

,=~

\.,-

680 I 755

IIIII!4

\1\ ! IILLnI ~ III i

~~I~;:~i~

538125

I

1430

1

bI1b=i \ I C:::::i llUltllill~ @ I i:=

14000

1322 1249I

l 'I SIMILAR 2I .3 PLACES ..."- 1\' 5

•

"

~~ .1 c~ EI

" ~

~ ~

'-1~~

~ ~i

~I ~

I~I •

iii ~I~

v~~.."

~.

f--

~

=~lllllmhllllllllllllm11. - +

I ,

~I =I ' ' I \

IA I ill

~

~II ~I-;;r- 31 ~ro ro

~

1121 -\!.L2

><-'U AS N1l1£D,""'''-, N ~ "',"",..

A SHELL TODD OIL SEF<V'CES LIMITED

.fA .."'.." ....... NEw PL""""" NEw ..",.-

@C[;g]II-~

A;,'"f-l\I~~;lW:;'J:""':~'~I 1''''';''1';/""

~,~~ ~~~'t ,7: I~ '::;',':;'::" ~"I;~:::;:,.::.-J:"'~"'::<:.~:.":~~' ."to...

.;;c......"01)1,"""',,..-.n,"''''''n. ,,;;'" """""0I)1' ...... ".l<\J""..,,.,. L." """O_CHKO""" "" om ., Ell.

",,",,""OO""1SSlJI' co"",-,..., "OS ....""", ;:l::I'"';,~;PPR "",,",,' ",1'1;11""""0"'::::

""',,",0 KH~~~~

CONTRASTING ESCAPE ROUTE 900 WIDEINDICATED WITH ALTERNATIVE BLACK ANDGOLDEN \'ELLOW STRlPS 30Cl WIDE AT 45'

~

D PL 8 FLOOR PLATE UNO

INDICATES EXTENT OF SlOE MOUNTED FIXEDHANDRAIL

LEGEND

1. FOR GENERAL NOTES I OWG No 620-90-00051

2. FOR STANDARD PLATING DETAILS REFER DWG No620-90-00005

.1 AREA OF OEO< PLATE BOUNDED THUS r:-l TO BEOFFSHORE INSTALLED L,;,,:.jPLATE TO BE DRILLED I'<1TH ~22 HOLES COIJNTERSUNK AND EQUALLY SPACED MAX 400 CIS AROUNDPERIMETER TO MATCH BEAMS BELOWMATCK DRILL TO SUPPORT BEAMS OFFSHORE & FIXI'<1TH 21-1.120 CSK HEAD BOLTS

4. FWAl LOCATION OF ALL PIPING PENETRATIONS TO BECONFlRM[O BY FABRICATOR \\HH THE LATESTRE\l1Sl0N OF THE PIPING GENERAL ARRANGEMENTPRIOR TO COMMENC£MENT OF FABRICATION

5. FINAL LOCATION OF AlL PENETRATlONS FORELECTIlICAL & INSTRUMENT CABLING & TUBING TO BECONFIRMED BY FABRICATOR I'<1TH THE LATESTRE'I1Sl0N OF THE ELECTRICAL & INSTRUMENT CABLEROUllNG & TUBING LAYOUT DRAWINGS PRIOR TOCOMMENCEMENT Of FABRICAllQN

NOTES

~

LOWER DECK FRAMING REfER

DWG No 620-9Cl-DOO54

~

a$

"

~

~

7507S0184821521362CUTOUT

22771361

2 ) 3sooo "

2095 2160 7" I"25,260 SO ~E •CUTOUT FLUSH I'<1TH UjS DECK1361 389. 1638 1612 PLATE 8 PLACES

3 I71. 2000 AI.302/1

1430

<000

2570

1160

PRO\l1oE REMOVABLECHAIN BETWEEN NAVLIGHT & HANDRAIL

~I///A· ·F~ ....~ ·~/M ~.·+-=4..•......•........... ··tLLLJ. .. . . ........« 0 . .. •......... . .• . ............•........---- ._._,--~- -',,',',' - , -' ,-.. _,'-~' - ','-~._',- ----,'~' ,-' ,-,' ,- ,-, , , ' ,'~--,'',.,-'~~ _,,,-,-,~- '-, '-····u __ __ ____;,;:;,; &; __ ~= ..A

0

--'II ~I If-O'

~I .

~,"I

a

~

I~

I~

"~----'-"'j,~~'

~

~~_.-

''t

LOWER DECK PLATINC LAYOUTSCALE: NTS

""" J.5 ~i,,,,,,,,-, ~/. ,oo:;IaI<'.§ SHELL TODD O'L SE""'CES U ... ,TEO

JiA ""VAn: ••G NEW PI.""""IIi HE" "'.,,""

@:[;g]III";~t;.=l:'''''';:'',... 1""\M~h

AI /C6 ".IlG.{,,""" ....."""""""'r' ,PC......_.""'.....'.. "'.H',. ......"., '" '~l """"-,,,"''''''''''''''''lOJ'll<>IEc-< EO s.~...:.~~, ~~~,;~ ~":":::,,::.:: :;",.. ,,, "". •• 0>«0 ..., ...." ...,,1 "0 I "..." I •• I ",'.'".'"",~ ..... ,"".""""'nl'" «1"',"01,"""""" CGN5UI."., "", ''''''''''' ::l~:~IO>«:T~-

"'",,"EO I(ll

~~~"PAO><OH...

l,Oll

>i:OW'8.06.'

'8.06.'

PQ!!Q!(URA ptAlfORI.l B JAOlFT

LOWER DECK PLAnNG & P~NTING LAYOUTDECK STRUCTURE

'j u 11'11"·"620-90- 00059

2. 316 SiS LOCKING PIN/CUP TO BESECURED/ATTACHED TO SOCKET ASSEMBLY BYSUITABLE sis CHAIN/WIRE ROPE & 1.16 SisEYEBOlT OR APPROVED EQlJIVALENT

3. ALL MATERIAL SHAll BE nPE 4 WITH II MINII.IUM'(lELo STRENGTI-J OF 345 MPo

4. COMPANY APPROVED PLASTIC COATEDCALVANISEO WIRE NETTING WITH 50 APERTUREN[TmlG TO BE TIED 'MTH PLASTIC COATEDGALVANISED VdRE

NOTES1. FOR GENERAL NO.. -fER TO OWG No

620-90-00051

5. INTERNAL OF SI£EVE! BARREL TO BE GREASEDPRIOR TO ASSEMBLY

PL 6x65 DIA CAP

~ "~§:: ~~ I

100 ~

115

NEAR SIDE AND ENDS'-----IOF STOPPER ONLY TY? / 5V

HINGE REFER OETAILS ON OWG No620-90-00081

EX '89x5.49 x 90· STOPPER TYPWELDED TO ~76 MEMBER AFTERHINGE IS INSTALLEDDAMAGED PROTECTIvr COATINGTO BE REINSTATED INACCORDANCE WITH51O-A12-02-005 LATEST REV.

8

~

n,1370

1370

1761900~

440 120 472

PLAN ON DROP ZONE NETTINGSCALE: 1:25ALL I.IATERIAL 76x3.2CHS UNO

12921040

521

~

FOR UPPER DECK SlEELWORK /REFER 10 OWG No 620-90-00052

iN"~C-

~ I

~PANEL 1

a

e-r- 695

- -.:gH===o~L:: - :: -u u

: I'

,' ,,

C== - :=t:'--c::=:: -:: ,,--- I I !

•'i;Ji __ ,~

;i

~~~TI~:~o ED

1 "21''"AT"._,iio-90-00080

POIlOKURA PLATFORMHOP ZONE NETTING

GENERAL ARRANGEMENTClS.O~ DECK smUCTURE

""'MO.D'ow

,-~

SH"'Ll. TOOO 0'" SERVICEs LlMITEO

...... PC""""" N<W ztAlANo

$<A" AS ~OlW

-"~"""'''EO ,0~~

"~"""'0(0'1__0$=.l::~r"':~-

o•'"":~;;,,", I1~i1~=--1'''':;:,,,,... I

,,/0> MI'IlIUClOlOlI_,,,IICl>Gro

"'" .._ ... "",_,:, ~•• '" , .....".' ""It" '" T"", ""'" ,'II ""., 0<'

:;;~~'!:~~~;t:~%;::~;11." '0 "''' II.

v

~'ER TO owe No

~B9x5.4 CHSCOLLAR, T\'P

~I T I

NOTES1. FOR GENERAL NO"I~

620-90-00051 .

~

11170.3 Pl CAP.3 crw n?

5

PC 10 Sly~

~

11189.4.6 CHS

1133 PANELS! 3 & 492PANIT"

10

riP 'J=T=Tw, 11:1 :,

~~I I P[1OSTIFF .1 V

~144 PANElS .3 & 4-03 PANEL I~L~ 86PNELS3&4

~~"" [L2 "0

-R.--0"0<

~

~89x4.8 CHS

I20J

192

145

Pl 10 SllFF

II~~VPL 10 FUllDEPTHsllfTENER

t75 CHS

t27x2.J CHS51.£[1'[

~TI~~ CD

HINGE ASSEMBI Y DETAilSCALE: 1:5

TYP~

316 sis t20LOCKING PIN I CLIPSEE NOTE 2 ONowe No620-90-00080

EX 11189.5.5 CH$SUPPORTBRACKET STOP

E9SCAlE 1:2SECTION

~~...~ ;.~ '"\\~~' ~

TYPICAL SUPPORT BRACKET DETAILSCALE: 1:5

",-

PL 10

@jSCALE 1:5SECTION

DETAil @ AS NOTfQSCAlE 1:5 080

FOR WELDING REFER TO DETAIL No 1 THIS OWCREMOVABLE HINGED PANEL OMITTED FOR CLARITY

§

§~

PL 10 STlIT I'IliERENO BACKING BEAM ISPROVIDED

PL to

EBSECTIONSCAlE 1:5

~AI~:5 @REMOVABLE HINGED PANEL OMITTED FOR CLARITY

8

-I :Ir----- '§H~ @

~

150 150

200uB

-';{.~

PliO SllFFS ~IINSjrSTYP \.T n

~I III I~< \\1

~T'l1' 50rnPL 10

o.'It I POHO(URA PLAlfORiflfDROP ZONE NmNGDETAILSDECK STRUClURE

::"'!""i"'-=r.·''''''"i-.'ZI"""A""0""" 6'ZO-90-00D81,.,.,'"

"""..e< .......:s:~~:;'I~T~'",~~ON'

¥<f)I<::l:::-1~,~., I"~

EB

" -';;;,•••mOlO""","","""""1"II'" /CO '" .......,0."''''''"''''''''''''''''''1'0.'" OY

<O«S1l1UO_'.,,,

SCALE 1:2SECTIONEElSCill 1:5

SECTION

LO\\£R DECK'IS

KEY PLAN

IDENTIfiCATION BOARDnx[O TO OUTSIDE OfHANDRAIL ON LOWERDECK TY?

PLATFORMNORTH

NOTES1. fOR GENERAL NOTES REFER TO DWG No 620-90-00051

UB2PA ALPHA SERIES PIPECLAMP, BOND STRONG(10 MIN REQUIRE:O PER SIGN)

048 HANDRAIL fOR DETAILSREfER TO STANDARDS OWG No.620-90-00002

I~I

LETTERING PAINTTO BE BLACK

£

~

~

I'!., ......;i ",lg,~ ~"

o ~~ .

§I ~I~

HANDRAIL POST

VARIES

HANDRAIL POST BACKGROUND COLOURTO BE YELLOW REflECTIVE

'" 410 100 57' SECTION fA\SCALE 1:5 v

IDENTIFICATION BOARD DETAILS 4 REDUIREDSCALE 1:10MATERIAL TO BE .3mm TIiICK PLATE

.'1",

I MASTER COpy I

j "ll"AD·'-610-90-00082

POHOKURA P'AlfORU B

BOARDS10ENnFICALOWER OECK

".w:i4,01.1

~SHE:LL TODD D'L SE:R\I1C£S L''''''TE;D

_AlE v.c 1£" ..",wit< NO' 21:..."""

........ AS NOlro-=

_u~~

~~"'

.~

~--:::l=·I~,~·

"","p.",

.,:1'''''''''",...._~-, .. <n<l~"'· ...-"·'I .. M"'llOl>£tr<lQ"lS!Wl""'''..,~:::.:.~ ~~:~;':-::.~ ::".. "" ....'" 8T I ,p;.", """. _.<.._, ........ , ..... _ ••" COI<S1IIUC"'""""'" «lNS\IL".,.ro<

Qjlcl£l-1l1l5m";:"~

("1"'_.. I·"'l,j':~.,

~epTC)~'-'Y~i~-

~~

B •A

~NOTES1. FOR GENERAL NOTES REFER TO owe No.

621-90-00051

2. PERSONNEL SAFETY DECENT DEVICE TIE-ON LOCATIONSHALL BE PAINTED GREEN 200 WIDE AROUNDCIRCUMFERENCE OF COLUMNjBRACE

(

THIS OWG

KEY PLANN"

~-~+~-~r---=---~-r-7\ \ I I

:I:'~ I I i/ :1:" j I "''\'" . I... .____/2.

1-T ~-~ r'~lI I I I

f-

Y <000 f ~o T <000 TI I I

~t 28.2801.1 TOS NN________ _~ __------1--- < _

" III

~0"j~\9~"\OS :1: ""\ :1:;,' \; ::r---==T=i'I I I

- , ,\ \ , I d I

PiRSONNEe SAfETY : I: ""/i \~\\ ~/ jlDECENT DEVICE ~ / \\\ ~TIE-ON TYP ~ I I

\ \ , I I I\ \ , Io

RDECK §:~ __ :::J~r+ 22.D50M TOS _::=:.:_ __~~____ _ _

UP R DECKEL + 28.28OM TOS

~t(W~~~9~~C~OS

~R2~~gOM TOS

:1:III:1:

u.lL..- __

~, ~CL.L",,~~.~~

ELEVATION ON GRID ROW 0SCALE: 1:50

ELEVATION ON GRID ROW 0)SCALE: 1:50

1@C~II--1- --lMM·,rr,,,,,,,,,,.~- .,... -::...... ~--r~ ------- --

I'" -,' ,-'"-,. _. 0, _e,T~~CI'I-"~"~~~~"~....u. lOOO ,,, ........ ',",," """, ...,.. """,,<..... "i,•. CHK' """•• 1'011>\-":

:::'..":,;".';,,~s1::i"•.:r';:-;:.::;;::::~'"''''·" ''''''11l1J<n""",", <"""-"-,,", 'TOS =.!.~:~'I~,~"·I ",,",tt> .~'"'""'''' • .::.:

O<S>ON<O XH CAl£ POHOKURA f'lA1fORM B""'''' ~>C ~.~i.O PAINTING - GENERAL ARRANGEMENTD<W;" EO <!Ji,O

""''''..... ~sY U16. ELEVATIONS:':''''''': D 00. DECK.-...: ~ A ",,,,,,'" ""''' '0 """~'"

-l SME:LL -rOOO OIL SE:'''''CE:S L'M,-rE:O 1 Of 1 AO-l ."'VA"' .....G ..... ",-"".,1>< ..... ""'WIll Ul,",,,"620-90-00085

DI'/G No 620-90-00051

NOJESl. roo GENERAL NOTES R'

2. ALL t.lAT£RIAl TO BE rrPE5 UNO

3. ANNULUS BETWEEN 01\'<11 & SOCKET TO BE GREASED

PL 10

SECTION EBSCALE 1:2.5 ~

~

~

.,

§r=

l

~

~

DAVIT

, I '

-ill

.LAUNCHER

.,If

1500

II

u

1120

~~

~r------'~'!I"... ;-t-;4 I~rc:~ ;=--;--=,

~I o[~

"A

~

'if

PIG LAUNCHER DAVIT LOCATION PLANSCALE: t 10

J48x3.682 LOCATIONS90' APART

.55f(J'

A

~

~~

ROUND HEADaOLT OR RI'lET II:12x25l.G

PL 20xll0 SOBASE

DRILL 10 RADIUSDRAIN HOLE AT 2PLACES ONCIRCUMFERENCE

IIII

~wj0111

1I

'"

"~

PL 20.62 QIA1-013 HOLECENTRAL

.~..(i~_ D TAIL 1SCAlE 1:2.5

( MASTER COpy \

.....ELL TOOD 011. ",,,,A VICES L,,,,,n:C

""",.1t1lAC

POO(J(URA PLATFQRU 0

GENERAL ARRANGEMENPIG LAUNDHER DA~T

@cISI.-- "Il:.l.l:r.~~

"'''1lIo..... i·"'':';':"·"

=,~=:..-;.~~L~ I~ ~",:::-o;l::' r:.~='':;'"::~::';:~,'::~'..,,,..

,;:;'·I ........ <101'.....,"""""""n'iY -CO<S1IIUC_""': :t='I"":,~I"O!O"C1,.!001 =.!.=IO>O<~,~1 """"'NIX OR......

"""-""....... lI.l

~~~,..... AS 00'S"","" N/A

..."""""::ii:'fi5'

I¢" ....""""TH .... ZEAl"'"

...."'1 ill~AO

·'-620-90-00086

,( ~NOTES

1. FOR GENERAL NOTES REfER TO OWCllo620~gO-0OO5I

1. ALL MATERIAL TO 8E TYPE 5 UNO

J

II~~

~TJ~~o ED

~II

EL(t) 29.0881A lOS

EL( +) 29.2881d TOS

~L T ,~.~u.,., '''J SO,",

EL(+\ 29.088M lOS nr IIISO,",

*1 1*~ ~

~b'~\ Di~a8l.l TOP

+.=' .......

""'" .='~.

= = - - ~

~h,

o;';

600

g

g

o§

~

~

275

I

I

600

20TiP

P16

"~®-

I0

§

"* ®-

g

BAS[ Pl

, , ,'--\-'-, , ,III

[,,&pc 600

11Iill:-- ·1. ::::,', ",....... .,

C>ld',C~\::::::::·:·~·:- ::j'

.l·~:·····.···2··.······>fil.~

""

6

Pl 10.100 SOrw

'884

rw:

0--~-

4

PLAN ON MAIN OECK AT ELf +) 2B.2BBM TOPr:;J,,,j,,~~

P~AN AT EL(+) 2~;~88.M IDS PLAN AT EL(+) 29.288M TOSUAIN D£CKEL(t) 2&28B1.l TOP

PIG STORAGE RACK OETAILSCALE: 1; 10All MEMBERS TO BE 50x50,5SHS UNO

SECTIONSCIllE 1:10

fA\u

""" ,solOtro.,,,,"u nl~ '""'"''A S,""LL TOOD OLL s"..",c:~" L,...,rrog ,,",VA"""" I£o\'Pl"l¥OOiH H,.""""""

1<!"r,g]II-1'"'0>" .....,........ W'JIr)

".,' B"'l:"""'i- ..,...::...... I I""

E£.~ ;,~E~; ~;';G'~:~_, __ .... ,_" ........ u.*1,;"".c~E""'=''''_ .. .-1:"1<>1<01---1 ""

c-.>JI.'"'' SlOS=.:.::-1"":1;"....• OM

-"' ....,,</<5

- ..~~~~

-00:;

~09.1

- ···1

\.-------'

POHoKUilAPl.4l1"ORfl 8GENERAL ARRANGEMENTPIG STORAGE RACK

-'j .11·oAD011....0620-90-00087

~

NOTES

1. fOR GENERAL NOTES k DWG Ne 62.0-90-00051

2. AU M[MBERS SECTIONS TO BE IAATERAL mE 31ALL PLATES TO BE MATERIAL TYPE 5 .

J. ALL HATCHES TO BE TRIAL FITTED AT fAllRICATIONVARO & MARKED FOR LOCATION PRIOR TO'tRANSPORT

•

,

i i,

~~

~

1100

200PFC

2000818

2000818

200PfC

~

c

______, z ~_

-@

i

,

~:~, '

, II ,

el~

~,

~I~

~

\!.Ii~''t:H=r- -- --1- - - - - - --L- - -----L- -.w... j J

, &1 I I I@lj I' I I

~.I~ e~~ :;:

S

---~bJ.=l_____ -------y------- I_~ -- I

•

_______y______ I ~

_____• z L 1 I

,,

I 1090 ~ GAPREMOVABLE PANEL TYP All

ROUND

1110

~f~~~

: iI,I

A

~

..,

PLAN ON HATCH AT TOP OF GRATING PLAN ON HATCH AT TOP OF GRATING 1-150)

lEGEND

<';:if:-~

REMOVA8LE UPPER DECK HATCHES TYPES 2C,3C 28 & 38SCALE: NTS

• GRATING

[ MASTER C~wy I"'\

.'

HATCH SCHEDULE1YP£ 2C 3C 2B 38A 2982 2712 2957 2656

" 8 2817 2817 2764 2764

~C 716 897 691 8650 859 859 838 838

c E 711 892 686 860F 85' 854 833 833

iz JlOUB J10UB 61008 61008Y 31IJJB 310UBt 61008 61008X 700" Jl0US· 700" 6100BW 700" 7GOwa 7Qawa 700"• DENOTES BEAMS TO BE OFFSHORE INSTALlEO

1 INOlCATES DIRECTION or GRAllNG LOADBEARING BARS

I 0<S00I0ll !H 0"" P OKURA PLAlfORM B JAC/{U

'I~G!!!JI!.::::-- _.", ro UPPlR DECK HA1CHES DUAll SHT 1\_ '::. oo,:==- :=. ~ 05 DECK STRUCTURE

"' '-""'" -..."'''::..,... "'''',l.:t'~,,, SC>.I.C ~s lUl

""' " ,.......... ,,""'..-', .. "'~ .... '""""C2Gl1_ftII"""'" Ie ·"""'"':~ELLTOOOO'LSE .."'CESL' ...'=)< '"""'1 ",?Iml1

"ICOO """"""'Ill. ......, NO........ """"_,C><I(O""",,-NOOAI£'.E'OR """"~_ """,,""""-<:><><tI""""- _B£H ~II.<.§ I........ •· "I.H:\ Slll\3S0ISJ9B\(AD\SJ\SXT\' E0100XO~.d~~ 03.12.04 .IS,31 =.::...,:........:'ol'~"i.. "'.. __=_IS:IU£ C<OI"'"-'.., ".,. ,.......... ........'..' 'fO< .tmEl«l:O...",,,,, § PRlVAlEa'-" IIEI'II'I."'''''''' NElI'2EAW<O 620-9000301/1

'20 BAR

w==wt-l~• i ~ Y

~I [(j

110

~n~~ CD~1b~ PL 8 EN","

'~ ~'-- <"0

~

'48xJ.56

NOTES

1. fOR GENERAL NOTES 1.. • .J DWG No 620-S0-00051

l AU MEMBERS SECTiONS TO BE !.lATERAL TYPE 31All PlATES TO BE MATERIAL T"l'PE 5

J. HATCliE TO BE TRIAL FITTED AT FABRICATION YARD& MARKED FOR LOCATION PRIOR TO TRANSPORT

RING PL B~80 OOxSO II}\\\TH 2mm lEFlONWASliER

01 ~~ I D

j~,!ffi ~~~v

INDICATES DIRECTIONOF GRATING LOADBEARING BARS

1

LEGEND

• ~ATlNG

2-1\116 DRAIN HOlESANGLED DOWN AT 45'IN UN£ 31TH 090' SEPARATION

PFe

v(B\

SCALE 1:5SECTION

~521 HOl.E111'

170

~

g

DETAI 1SCAlE 1:5 301/1

~AI~:5 CDAlL MATERiAl TO BE: PL 8 UNO

:;11 I 10; :Tit I I I I I

~

~

TYP >----=-h

UfTlNGjLOCKINGMECHANISM OUTlINE SEEDETAIL THIS DWG

~;;;

~Iu~~-.""-o

200PFC

,_~~_"~'73:200UB (OfFSHORE INSTAlLED)

2000818 1

I u I ~! ~ ~ 1'), A~ ~ rr~

I~

PLAN ON HATCH AT TOP OF GRATING (-150)

~I~ ~I

~I~ I ~11i

"~~13l3°wu-<D~

"~JSlOES

'33

REMOVABI E UPPER DECK HATCH TYPE 111SCAlf: NTS

JlouaPLIOSTIFF T'rP

PL 10STIff ryp

1386

"

PLAN ON HATCH AT TOP OF GRATING

"4

~

~

61008PL 10 .J. 1110STIFF TYP

~

lNr

~

g~~~.

~m

fE\vSCALE 1:2.5SECTION

..~~J,.

lIFTING!IOCKING MECHANISMSCALE 1:2.5

LOO<ING PL 8 TO BE WELDED FROUu/S AFTER MECHANISI.I ISINSTAUEO IN HAlCH fORCORRECT ORIENTATION Of Pl SEEPLAN (-90)

MASTER COPY

c

PFe

SECTIONSCALE 1:5

~L+28.288M

'l ,,= I

~.

11.-

200

PL 10HATCHSUPPORl

,

PL 10

SECTION A STIFF TYP

SCALE 1:10 301/1

fA\SECTION

PLIOSTIFF T'rP

175

PL 10HATOiSUPPORT

sc.ou: ASIliJEl) 1 !.""".. NIA nlICOlllA SH<:~~ TOOO 011. S<:RVlee:s ~1",n:O

1f:f! """'"IE _ I/CI'II'I."'OU'" I/CI'I~~

SCAlE 1:10

H:\ STH\lSa~S19S\(AD\ST\Sn\ Ea7C~X07.dwg Q3.12.Q~· 15:11

V~@i<:~[;g]~II-

~,~=;;Z'''''1:".... 1"J(.ti"~1

''''''_k,.._'''' ... 101..........,' .. 1.. 12:Ij5ftl1riiilPiiiii:;-Cicit;~·IiiI_n.

=...~:;,::,,,:,,~'::~;"':,:'::=t ... '" ..IE ..""...,......... '.... 01......,.. '" CO/$"""'""'IS<IJ("==.I~t-I ,.,I"IE

..IEll1l==r~~~1

1MlllI"" 1 "TtJ:"""UIOItI: __

~_ ... w...

~- ..=-~.., PQHOKURA PlATfOOIA B JACKET

UPPER DECK HATCHES DETAIL SIH 2DECK S1RUClURE

~'2 ~ 21"AO-iiiO-90-OllJOI/2

~..1IJ7-~.

:09"='

A '!Zf"'~1 : r: ~I"~ -:- - _. I - i :.. ...:~. ~ II1 I .....,

TYP. !=-..:t:::::-~. ":"::,

260;'I'IC No 620-go-00051IEOR GENERAL NOlES I

NOTES

~I~

NI~

r=tI ~___ I~: I 17r=-=-::.=::::'t.e"C--- ---

: I···......w" J nP.

8186 8 8 ~

260

'B6

'1' 1[

~l-n!----

nP.

'L

~"I'''YI •., -/t/\/ ··\····1···" .

2~

~Al~:5 @Slid. J PLACES

OETAll 2SCAl.E \:5 059 ~AI\s @

Slid. 3 PLACES

DETAil ®SCALE 1:5 059

SECTION ®S1I,1ILARSCAlE 1:5 -

~T1~~ EDSltd~

~M~ PC"""~W "'-rw

-UJ-O 1-~31OUB.SECTION EDSCAI.E 1:5 -

f73x5.16 PIPE RAIL

r----.--UPPER OECKEOGE BEAM

8EA.

1I73~5.16 PIPE POST 0 1200 CRS MAXFULLY WELDED TO BEAM

I UPPER DECKEL + 28.28Cll TOS

=4==

SECTION THRU UTILITY RAilSCALE 1:10roo EXTENT Of RAILREFER DWG No. 62j}-go-OOO57

gL:!===

~1l~~ ED

20oUB. +-J:::.../ J SlOES

oV ""~;Jt,,,-,.J

200UB/31OUB.

fA\D

EBSlMILAR

SCAlE 1,5

lQ.JJ

SECTION

SECTIONSCALE ,,5

"si:..i2_''''

/\\9' _----j"is' -~-.-- ,,,,,'-,!~,1-'\1~\} r";,_~,\,,,, '..1<' , __

\l L__--------~

\Q!:cL,gJ11--:~

-..~,~,,,,~,OC$>I)£O 'KH' ,"I[ P URA f'l.ATfORI,l 8 J T_."" .~ Mise GRATIN & PlA ING OET~LS=: :: DECK STRUCTUREtr=<.< AS ~OiEtl SHEET 1 F'

Ito, SIN\lS!lOSll8\(AD\SJ\SKT\ fOlDOXO~.dw~ U12.04 - 15031

_.,..... ~ ...r_\"' ..d .. ,.. ....,..,'·,l ... tr"~ '"'1"""""""" ....!ItiItOnji-ii>i;·!'N~~roo:."'l~ ~~ ~~':' ::'~~:':1 :.,~ toO j.< O' 1>1<0 !H•. CHI<II ......1." j "All:

" ........ Todd 00 ........ ". """,,,,,,,,_ ISS<!< -.ut.lAI{T,T<IS

nl,"""'~soos ::!.=-I~'!"-

.~

'''''''''0< ".."..,.

,,--,,---- '''''''''''A SHELL TODD OIL se:..",ce:s L,.. ,TED

§ PRII'AttllJ.e .01'",-'1\10O," HEwZEALIJ<D

NOTES1. FOR GENERAL NOTES REFER 'f(; No. 620-90-00051

SPECIFICATION

2. FOR PENETRATION SIZE AND LOCATIONS REFER TO RELEVANTPLATING AND GRATING PllINS AND SCHEDULIS

~

2000BjJOOUB/610UB

'TEX50xSOx6Lj

:<~

:<~

___I'l'il" .

IIIh&••

'\\\\,I,'II,

"'",,~""'---~~-"""

CDI

I

--+----I

T '\, "-.-<: ,«,.,'d-

=~-

."",-~

""?,,/i/

f/,I;1

Vi

¢20 lAS BAR HANDLE395 ~-~~-, JO~

t~ -; <

i"~g J

26'

595

26'

CUT FROM DIA406.MV

JO

022 COUNTER SUNKHOlES REfER TO NOTE;) ON OWG No.620-90-00059

DECK Pl

J

DIM'S'

~

~

T'IP

Pl 10

ETAIL 1SCALE 1:10 058 ~~A'\l0 (~9 ~Al~:10 h~9 SECTION

SC.<.l.E \:10A."

FUTURE WELL SLOT COYER

~

§:d:=:3-------eei

'·<'<:00·SECTIONSCAlE 1:10

fA\v

EL{+) TOP~

PL 6 ALL ROUND

RAD 25T'IP

J5

SECTION"" ~ E])SCAl[ 1:10 -

6 HOLES022 FOR1A2e BOLTS

MIN RAD. HI'

SCALE 1;\0

I O<S>GNCO ~ 0'''' POHOKURA PlATFOIlU BI QOc""II__' .... "" '" Mise, GRATING & PLATING DFTAILSj t.=J =_ c>«C'''' 1M ao&,o ...... ~~.

. ~ o,,;:~w~ """"''''''"S~~ DECK smUCTURE~~')',:,.. "'M.Wi',;>.. =,",,~~mJl SHEET 2

"'~"'•.~...."'-,.. .,...,,, ......,,.( " '" """"""m'_""""'\T)' ",. ,,,,,,,,,-, S"'''Ll. TOOO O'~ s"'''V1CES UM'::'" -""2 <:< ?I"~AOI~';..~ ~~~~;,';,':,;~ ~;"';.~:..:: :~,,,."" om ., 0 ,,',,"- ""'" ,".... "" ",," .' tOR ""<C.~OO" C>«O , .... ,,"'...... """,'" nT'IJ: I B. '''''''Jl'' ><Eo' I ..,...., N. 1(\2""2<~~"' .~".,., 'odd <IN s<,"'.. Ud c<>"..",,".. ~sut , ','" ''''' ,,~_, ,"".....'''', <10$ '''''''N'''' ."~NC$ li!:fi "",VAIt e"" ><Eo' PI. zt......... I 620 90-00,)\} lll.

Pohokura Deck

Documents

Transcript of Pohokura Deck