Senior Civil Engineer
PT. Panca Amara Utama
Total years of experience :17 years, 9 Months
As a Senior Civil Engineer for Banggai Ammonia Plant Project.
Engineering Stage
Provide design engineering for :
1. Building :
Main substation building (2 story steel building with blast resistant wall),
Main control building (2 story steel building with blast resistant wall),
Administration building (4 story concrete building), chemical storage,
compressor house, Gas engine generator building, steam turbine generator
building, fire station building, hazardous waste storage, jetty office building,
jetty substation building, maintenance shop building, sea water intake
building, security office building, warehouse building.
Building upper structure are designed using STAAD.Pro software, apply the
latest code of IBC-2012 for seismic load, wind load using ANSI/ ASCE 7-10
code & apply AISC 341-10, AISC 360-10, AISC 358-10 code for steel
structure detailing, ACI 318-14 for concrete structure detailing.
Building foundation structure are designed using AFES software, apply the
latest code of IBC-2012 for seismic load, wind load using ANSI/ ASCE 7-10
code ACI 318-14 for concrete structure detailing.
2. Radiant section of primary reformer, convection section of primary reformer,
transition section of primary reformer, combustion air preheater of primary
reformer, stack of primary reformer, CO2 Removal (AMS-5), Pipe Rack for ISBL and OSBL (AMR 1, 2, 3, 4, 5, 6; AMS1, 2, 3, 4, 5, 6, 7; UTR1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11; ASR1, 2, 3, 4).
The upper structure are designed using STAAD.Pro software, apply the
latest code of IBC-2012 for seismic load, wind load using ANSI/ ASCE 7-10
code & apply AISC 341-10, AISC 360-10, AISC 358-10 code for steel
structure detailing.
The foundation structure are designed using AFES & STAAD software,
apply the latest code of IBC-2012 for seismic load, wind load using ANSI/
ASCE 7-10 code ACI 318-14 for concrete structure detailing.
3. Ammonia storage tank piling foundation, CO2 Absorber (121-D) piling
foundation, LP Flash Column (122-D1)/HP Flash Column (163-D) piling
foundation, CO2 Stripper (122-D2) piling foundation
The foundation structure are designed using AFES software, apply the latest
code of IBC-2012 for seismic load, wind load using ANSI/ ASCE 7-10 code
ACI 318-14 for concrete structure detailing.
4. Emergency pond, Final check basin, Fire water tank, molecular sieve dryer
(109DA/DB), Neutralization pond, Sea water intake pit
The foundation structure are designed using AFES software, apply the latest
code of IBC-2012 for seismic load, apply API 620, API 650, API 625 for
seismic design, wind load using ANSI/ ASCE 7-10 code ACI 318-14 for
concrete structure detailing.
Review all EPC contractor engineering documents as follow :
1. Soil investigation and topographic surveys reports.
2. Marine survey reports.
3. Requisition for : Civil concrete structure & building package, Ready mix
concrete, Rebar, Wire mesh, Marine work, structural steel fabrication &
erection, Sea water intake screens package, Architectural material and
architectural works.
4. Engineering specification (Design specification for civil & structural, Design
specification for marine work, Design specification for road & pavement,
Design specification for sewer & drainage, Design specification for
architectural work)
5. Construction specification (Construction specification for earth work,
construction specification for concrete work, construction specification for
steel fabrication, construction specification for steel erection, construction
specification for piling work, construction specification for plaster work).
6. Review all engineering documents (Calculation report, engineering drawing,
Steel fabrication drawing / Shop drawing)
As a Civil Structural Design Engineer at Hyundai Arabia Co., Ltd, since
January 2014- May 2014. Company Background: EPC Company.
Detail of job description at Hyundai Arabia Co., Ltd :
Period January 2014 - May 2014
As a Civil Structural Design Engineer for Jazan Refinery & Terminal Project
(EPC 2). Client : Saudi Arabian Oil Company (Saudi Aramco).
The responsibility as follows:
1. Design pipe rack (Steel Structure). Design using STAAD.Pro software,
using code of IBC for seismic load, wind load using ANSI/ ASCE 7-05
code & using AISC code for detailing.
2. Design foundation of pipe rack. Design using AFES software, Design
using code of IBC for seismic load, wind load using ANSI/ ASCE 7-05
code & using ACI 318 -2005 code for reinforced concrete structure
detailing.
3. Review design of Amine Regen Units, Tank Area Dike Calculation sheet & drawing.
As a Civil Design Engineer for Rabigh II Project - Interconnecting Package (UO1). Client : Aramco Overseas Company B. V. and Sumitomo Chemical Co. Ltd.
The responsibility as follows:
1. Prepare Civil and Structural Design Criteria for Rabigh II Project
2. Design for pipe rack (Steel Structure). Design using STAAD.Pro software, using code of IBC for seismic load, wind load using ANSI/ ASCE 7-05 code & using AISC code for detailing.
3. Design for pipe rack (Foundation). Design using AFES software, Design using code of IBC for seismic load, wind load using ANSI/ ASCE 7-05 code & using ACI 318 -2005 code for reinforced concrete structure detailing.
As a Civil Design Engineer for NEB III - UAE Proposal Project.
The responsibility as follows:
1. Design for pipe rack (Steel Structure). Design using STAAD.Pro software, using code of IBC for seismic load, wind load using British code & using British 5950 code for detailing.
2. Design for pipe rack (Foundation). Design using AFES software, Design using code of IBC for seismic load, wind load using British code & using British code for reinforced concrete structure detailing.
As a Civil Design Engineer for Manifa Project,
Client : Aramco Overseas Company B. V.
The responsibility as follows:
1. Check As-built drawing.
Involved in ISO 9001 document.
The responsibility is as follow:
1. Revised and give presentation for GS Saudi Co., Ltd technical standard document such as : Structural Steel; Shop Fabrication Instructions; Purchasing Specification for Bolt and Nut; Spring Hanger & Support.
As a Senior Civil Engineer for North Duri Development 13 Project for PT. Chevron Pacific Indonesia.
The responsibility as follows:
1 Collect and archieve all input data (all basic design) and distribute to engineers
2 Coordinator engineers to finishing their jobs on schedule and no allowed idle time.
3 Check all calculation design and MTO calculation.
4 Design of Steel Upper Structure for AWT Pump Shelter, CVC Condensate Shelter, CVC Pump area Shelter, KO Drum Shelter, Manifold Shelter, OWS Containment Shelter. Design using STAAD.Pro software, using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using AISC 325, 2005 & SNI-03-1729-2002 code for detailing.
5 Design of Foundation for AWT Pump Shelter, Foundation for CVC Condensate Shelter, Foundation for CVC Pump area Shelter, Foundation for KO Drum Shelter, Foundation for Manifold Shelter, Foundation for OWS Containment Shelter. Design using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete structure detailing.
6 Design for Knock Out Drum Foundation, CVC Separator Foundation, AWT Separator foundation, AWT Pump Foundation, Manifold Foundation (all foundation are PC pile foundation). Design using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete structure detailing.
7 Prepare calculation pile foundation capacity North & South Station Area 13
As a Senior Civil Engineer for Indonesia Deepwater Development Santan Terminal Electrical Refurbishment Study Project for PT. Chevron.
The responsibility as follows:
1 Design of Steel Upper Structure for Structural Electrical Building (Power Control Room, MCC Room & Switgear room). Design using STAAD.Pro software, using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using AISC 325, 2005 & SNI-03-1729-2002 code for detailing.
2. Design of Foundation for Structural Electrical Building (Power Control Room, MCC Room & Switgear room). Foundation Design using STAAD.Pro software, using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete detailing.
As a Senior Civil Engineer for Assesment of Bridge Road to OIG Project for PT. Santos Offshore.
The responsibility as follows:
1. Design for 2 Steel Bridge. Design using STAAD.Pro software, using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using AISC 325, 2005 & SNI-03-1729-2002 code for detailing.
2 Design of foundation for 2 Steel Bridge. Foundation Design using STAAD.Pro software, using code of UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete detailing.
* Dayung Compression (DC-1) and Central Gas Plant (CGPX) Project for Conoco Philips
-.Collect and archieve all input data (all basic design) and distribute to engineers
-.Expeditor for detail engineering of all facilities.
-.Coordinate engineers, designers, Architects, drafters, and MTO man to finish their jobs on schedule
-.Provided detail engineering of foundation & upper structure for Gas Turbine Generator shelter
* Prepare proposal FEED of Liquid Hydrocarbon Recovery System for LNG BADAK Project
* Prepare proposal Basic Design of Cement Grinding Plant at Banyuwangi & Cement Grinding Plant at Maros for Cement Bosowa Maros
* Prepare Proposal Detail Engineering of Upgrading Muara Bekasi Station for PT. perusahaan Gas Negara (Persero), Tbk
* Prepare Proposal Detail Engineering for Cement Mill, Cement Silo & Cement Packer Project of PT. Semen Batu Raja
* Prepare Proposal Detail Engineering Services for building and associated works for Total E & P Indonesie.
* PLTU Gorontalo 2x25MW Project for PT. perusahaan Gas Negara (Persero), Tbk
-.Provided detail engineering for Sea Water Intake
-.Coordinator & review design for Chimney structure and Pump House
* Tuban IV Cement Plant Project at East Java for PT. Semen Gresik (Persero) Tbk.
-.Collect and archieve all input data (all basic design) and distribute to engineers
-.Expeditor for detail engineering of all facilities.
-.Coordinate engineers, designers, Architects, drafters, and MTO man to finish their jobs on schedule
-.Provided detail engineering of foundation & upper structure for electrical room & substation building
-.Provided detail engineering for cable duct, cable way and cable bridge
-.Provided detail engineering for cement silo foundation, clinker storage foundation
-.Provided detail engineering for elevator / lift (steel structure) for cement silo & pre-heater
-.Prepare design specification for civil and structural, requisition and construction specification, tender document for concrete ready mix, rebar, Grating, Handrail, bored pile, pile cap, shallow foundation & concrete structure, steel fabrication & erection, architectural work.
* PLTU Sumbar Project (2 x 112MW) Project for PT. PLN (Persero)
-.Collect and archieve all input data (all basic design) and distribute to engineers
-.Expeditor for detail engineering of all facilities.
-.Coordinate engineers, designers, Architects, drafters, and MTO man to finish their jobs on schedule
-.Provided detail engineering of foundation & upper structure for administration building
-.Provided detail engineering for Coal Shed Foundation
* PLTU Banten Suralaya Unit 8 (1 x 600-700MW) Project for PT. PLN (Persero)
-.Collect and archieve all input data (all basic design) and distribute to engineers
-.Expeditor for detail engineering of all facilities.
-.Coordinate engineers, designers, Architects, drafters, and MTO man to finish their jobs on schedule
-.Provided detail engineering of foundation & upper structure for fire pump station
-.Provided detail engineering for storage pond, final neutralization pit & purified waste water pit
* Batam Biodiesel Project for PT. Bakrie Rekin Bio Energy
-.Provided detail engineering of foundation & upper structure for office building
-.Provided detail engineering for raw water pond, bundwall structure, pipe slepper, cable rack, cable bridge, tank foundation, pump & equipment foundation
* LOBP Project for PT. Pertamina
-.Provided detail engineering of foundation & upper structure for bulk filling shelter, shelter at minibulk
-.Provided detail engineering for boiler & air compressor foundation
* Lahendong III Geothermal Power Plant Project (JBIC) for PT. PLN (Persero)
-.Provided detail engineering for pump foundation, transformer foundation, steam demister foundation, septic tank
Handling structural design for telecommunication structure (telecommunication tower, concrete building, foundation of telecommunication tower)
Design new telecommunication tower; evaluate existing telecommunication tower; do strengthening on telecommunication tower as effect of additional antennas loading. Evaluating and designing using MS TOWER software. Wind load using TIA/EIA-222-E code & using AISC 325, 2005 & SNI-03-1729-2002 code for detailing.
Design new concrete building; evaluate and strengthening concrete building. Evaluating and designing using SAP2000 or STAAD.PRO or ETABS software. using code UBC & SNI 03 - 1726 - 2002 for seismic load, wind load using ANSI/ ASCE 7-05 code & using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete detailing.
Design for telecommunication tower foundation (shallow foundation - reinforced concrete structure). Design for shallow foundation using SAFE software, using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete detailing.
Check telecommunication tower drawing and foundation drawing from drafter
Period 2005 – March 2006. Thesis Project (Title : Comparative study on response of nonlinear structure of reinforced concrete building under seismic load with FEMA 273 and ATC 40 standard) Design for 12 building reinforced concrete structure. There are 3 story (3 units), 5 story (3 units), 10 story (3 units) & 20 story (3 units). Design for reinforced concrete structure using SAP 2000 & ETABS software, using code SNI 03 - 1726 - 2002 for seismic load, using ACI 318 -2005 & SNI-03-2847-1992 code for reinforced concrete detailing. This study about response of non linear structure of reinforced concrete building under seismic load, using linear analysis (static and dynamic) of FEMA 273, non linear static analysis of capacity spectrum method of ATC 40 and non linear time history analysis. This study evaluate roof drift ratio which represent response of structure, though at element level of this study is evaluated by the rotation of each columns. The case study is designing model of three dimension and twelve regular building with variation of plane, high, and several vertical lateral seismic resistance structure. The building is located in sixth zone and soft soil (SNI 03-1726-2002) with SMF (special moment resisting frame) and dual system (the combination of shearwall and SMF). To obtain the performance of each structure which has been design with static equivalent seismic load, then the analysis continue with linear analysis (static and dynamic / response spectrum) of FEMA 273 and non linear static analysis of capacity spectrum method (procedure B) of ATC 40 and also non linear time history analysis with ground acceleration data from scaled El-Centro earthquake and artificial earthquake for sixth zone soft soil.
Magister Degree from Institute Technology of Bandung - Indonesia (June 2003 - February 2006), majoring in Civil Structural Engineering with GPA 3.42 of scale 4.
