To seek a career in Civil Engineer, and will be able to aid the firm in cost efficient reinforced concrete design, steel structure or wood structure, or any infrastructures.
Statement of qualification
Experiences with The Conco Companies-Kent, WA. Jan 2009-April 2010
http://www.theconcocompanies.com/
Position : Resident engineer
* Designed falsework using Garage Beam System Shore-X and re-shoring for the Consolidated Rental Car facility (5 stories) in Seatac, Washington. Job responsibilities also include pour inspection, pour break, and wall forming sequences for North and South Helix. Heavy forklift operation based on shoring for 5.25 “slab
Contractor Engaged: Turner Construction.
* Typical works for other buildings include throughout understanding of falsework and reshoring
Experiences with McClone Construction Company May 2007-Nov 2008
http://www.mcclone.net/
Position: SR. Project Engineer
* Provision design of HV system horizontal falsework, reshoring, back- shoring calculation submittals to Engineer of record for 19 stories Virginia Mason Hospital Addition, Seattle, WA Achievement included heavy reshoring for multi Mezzanine Floors for Steel Beam Storage Area.
Contractor engaged: Skanska USA Building Inc.
* Designed Titan-HV system and Aluma tables including Shore-x high towers, shoring and reshoring for 6 story- building for Interurban Exchange 4 and 5 , Terry Ave, Seattle.
Contractor engaged: Lease Crutcher Lewis.
* Prepared concrete outlines, falsework calculations and layout for 5 stories Microsoft Building 94 95 96 and 97 Redmond, WA. Responsibilities included layout of HV formwork, 5 feet cantilevered platform and Aluma tables, shoring and reshoring calculation submitted for engineer of record. This involved rechecking of Post tension slab for reverse uplift force. Reshoring difficulty involved picking up load for PT beam bearing column load for 4 floors above.
Contractor engaged: Mortensen and GLY Construction.
* Designation of falsework, layout using Titan HV system and Aluma Perimeter tables, for 40 stories apartment building, 1823 Terry Ave, Seattle. Co-coordinated with PERI on perimeter self climbing system, calculated shoring and reshoring for the building and also for the self climbing system submitted for the EOR.
Contractor engaged: Turner Construction, Seattle ,WA
Experience while with PERI Formwork and Shoring, /Woodland, WA Aug 2001-May 2007
http://www.peri-usa.com
Position: Design Engineer
* Worked for Peri Formwork System and Shoring, Inc., the firm provides forming and shoring for commercial and industrial construction projects. Duties included design of formwork for structural concrete walls, elevator cores and columns based on estimated concrete pressure.
Typical sample of past performances :
* Drawing of Skydeck forming and shoring for the all the reinforced slabs for the entire building Block 30 –Meriwether, Portland, Oregon.
Contractor engaged: Hoffman Structure, Portland, OR.
* Designed single sided wall form SKS 240 and slab for KAKE dam, in Alaska,
Difficulties tasks encountered is the design of parabolic flow path or channel, project completed in a timely manner before the next rainy -winter season.
Contractor engaged-Kiewit Construction Co.
* Skydeck forming and shoring for the all the reinforced slabs for the entire 33 story building Block 30 –Meriwether, Portland, Oregon, Contractor-Hoffman Construction.
* Designed of false work and shoring using HD 200 heavy shoring for Pedestrian Bridge Crossing -Aurora Ave, Seattle-WA.
* Designed tireless single-sided form (GRV) incorporated with modified inverted SKS 240 with extra bracing for climbing down the circular shafts for waste water treatment plants -West Side CSO in Portland Oregon. Construction also involved concrete linings and multi slabs shoring for pump station which is 122 feet in diameter and 150 feet below ground.
Contractor –Impregilo/Healy JV, Consultant –Parson Brinkerhoff
Experience while abroad with consulting firm abroad
http://www.eptg-acsc.co.th/mix-acs/mix-acs.htm
Position: Civil Engineer
* Work as a structural engineer designing of high-rise building in Bangkok, Thailand.
Professional responsibilities included using GT-Strudl for mat foundation based on theory of plate, and also structural and wind loading analysis for high rise hotel and commercial buildings.
* Prepared foundation mat footing analysis for clayey soil based on SPT values, piles size selection and wind load analysis using GT-Strudl.
Building : Monarch Lee Garden -40 Floors
* 4.5 M mat foundation design including pile size selection based on SPT value from Geotechnical engineer.
Building -Baiyoke Tower-Story Height 80 floors.
* Prepared wind load analysis and mat foundation for 56 story commercial building. Further design includes 3 stories basement retaining walls on clayey soil using walers and steel platforms during construction.
Building -Jewelry Trade Center-62 floors
* Prepared piles size selection based on sandy soil and also analyzed wind load pressure for 33-story hotel and shopping centre in Pataya which is a city 120 kilometers away from Bangkok. Responsibilities also include reinforced flat slab design of parking structure.
Building-Plaza Hotel -33 floors mixed use.
Experiences abroad with General Contractor
http://www.itd.co.th/en/index.php
Position: Field Engineer
* Worked for Italian Thai Development Corporation as an assistance to project
engineer, supervising the UN ESCAPE building in Bangkok, Thailand.
Entry level engineer works included shop drawings, construction equipment management such as dewatering, tower crane selection, sheet piles for temporary retaining wall and equipment production man-hour calculation.
Education Background.
Bachelor of Science in Civil Engineering Michigan State University
Master of Science in Civil Engineering Michigan State University
Master Degree in Construction Management University of Washington
Thesis -Tunnel Engineering Construction
Professional Engineer registered in The State of Washington
In the process of getting licensed in California
Skill set: Autocad- 10 years, Primavera and Timberland (graduate school)
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