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JOINT OPERATING BODY

PERTAMINA - TALISMAN JAMBI MERANG

DOCUMENT NO :

GRS-CL-C-013

CONSORTIUM

PT. SULUH ARDHI ENGINEERING

PT. MEGA PRATAMA UNGGUL

PROJECT NO :

4500001473

35 pa!"

JAMBI MERANG DE#ELOPMENT PROJECT

EPC GAS METERING AT GRISSI$

EMERGENCY DIESEL GENERATOR SHELTER

AND %OUNDATION DESIGN

0 10/01/2014 Issued for Implementation AI HC/BP MK

B 9/12/2013 Issued for Approval AI HC/BP MK

A 1/11/2013 Issued for !evie" AI HC/BP MK

7/25/2019 Grs Sg Cl c 010 a Cover

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JAMBI MERANG DE#ELOPMENT PROJECT

EPC GAS METERING AT GRISSI$

D&'. N&:

GRS-CL-C-013

R!(: 0

EMERGENCY DIESEL GENERATOR SHELTER

AND %OUNDATION DESIGN

Da)! : 10*01*+014

Pa! + &, 35

R!(. Da)! D!"'p)&/

BY CH$D APPD APPD

CONTRACTOR CLIENT

RE#ISION TABLE

PAGERE#ISION PAGE RE#ISION ATTACHMENT RE#ISION

A B C 0 1 + 3 A B C 0 1 + 3 A B C 0 1 + 3

5 +

5 3

3

2 3

3

3

2

2

2

7/25/2019 Grs Sg Cl c 010 a Cover

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JAMBI MERANG DE#ELOPMENT PROJECT

EPC GAS METERING AT GRISSI$

D&'. N&:

GRS-CL-C-013

R!(: 0

EMERGENCY DIESEL GENERATOR SHELTER

AND %OUNDATION DESIGN

Da)! : 10*01*+014

Pa! 3 &, 35

RECORD O% RE#ISION

7/25/2019 Grs Sg Cl c 010 a Cover

4/4

JAMBI MERANG DE#ELOPMENT PROJECT

EPC GAS METERING AT GRISSI$

D&'. N&:

GRS-CL-C-013

R!(: 0 EMERGENCY DIESEL GENERATOR SHELTER

AND %OUNDATION DESIGN

Da)! : 10*01*+014

Pa! 4 &, 35

R!

(

N& S!')&/

Pa

!

C&pa/

C&!/)

Ip!!/)

!6 Y*N8 E9pa/a)&/

B 1.3 5

Shall be

finalized by

using approved

borrow pit data.

YContractor follow, Soil density finalized

used soil 1!"5 #g$%3

B &ttach. '3 5"( )all YContractor follow, Soil Bearing Capacity )

all 1.*+ 5"( ".!- #g$%+

B &ttach. '-

ain /ater 0oad

$ lease consider

point$

concentrated live

load for wor#er

21""#g at

%id span to roof

installation$

%aintanances

4

Contractor clarify, rain water

load$Concentrated live load, already

included in live load, in accordance with the

section live load age &SC6 *'"5.

where all the %oving loads,

includingpersonel7s,tools,%iscellaneous,

e)uip%ent,%oveables partitions, cranes,hoists, post of dis%antled e)uip%ent and

stored %aterials.So live load !+.-- #4$%

will be applied.

"

3.1

0oading

8ata

9

Consistent Civil

8/: 1-

sagrod for purlin

and girt

YContractor follow co%pany7s co%%ent and

revised it

"1.5

ara%eter-

Shall be

finalized by

using approved

borrow pit data

YContractor follow, Soil density finalized

used soil 1*" #g$%3

" &ttach. '-

lease add a

s#etch to show

foundation to ;

' original soil

level

' Soil filling

th#$depth

' Botto% of

foundation level

fro% finish grade

level

YContractor follow co%pany7s co%%ent and

revised it

" &ttach. '-

lease considerconcentrated live

load for wor#er

21""#g at

%id span to roof

installation$

%aintanances

4

lease see CCC':S'C'"++ date

"9$1+$+"13 as below ;

Concentrated live load installation, alreadyincluded in live load, in accordance with the

section live load age &SC6 *'"5 and

Contractor infor%ed unifor% live load value

!+.-- #g$%+,if we transfered it to

concentrated load will be e)ual !+.--

.5 1.+ -. #g at %id span