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STRUCTURAL ENGINEERING CONSULTANT OPPORTUNITY

02-14 18:41:09  来源:  作者:

STRUCTURAL ENGINEERING CONSULTANT OPPORTUNITY

Inquiry (采购产品): STRUCTURAL ENGINEERING CONSULTANT OPPORTUNITY DEAR SIR: HAPPY NEW YEAR TO YOU.. DO YOU NEED A STRUCTURAL ENGINEERING CONSULTANT? I CAN STRAIGHT OUT YOUR ARCHITECTURAL, CIVIL, STRUCTURAL, FIELD TROUBLE SHOOTING PROBLEM. TURN AROUND FAST EVEN FAST TRACK PROJECT, FEE REASONABLE WITH MY DESIGNING BUILDING ALL TYPE FOR 28 YEARS EXPERIENCES. I DESIGNED A COMPLETE 250 FEET LONG CONVERYOR SYSTEM AND I DESIGNED A CONVERYOR IN EXISTING COGEN PLANT FOR PURDUE UNIVERSITY, INDIANA. THANK YOU FOR YOUR CONSIDERATION IF I CAN MEET UP WITH YOU. ENCLOSED, PLEASE FIND MY RESUME. REGARDS; EDWARD C. LIN;S.E. EDWARD C. LIN, S.E. 5512 SOUTH KIMBARK AVENUE, CHICAGO, ILLINOIS, 60637 Telephone: 001-1-773-288-5467; Fax: 001-1-773-633-2236 EMAIL:edwardclin2@aol.com OBJECTIVE PURSUE A STRUCTURAL ENGINEERING POSITION EXPERIENCE 2011-PRESENT; SUPERIOR ENGINEERING; LEAD STRUCTURAL ENGINEER ARCELORMITTAL; INDIANA PLANTS; UTILITY RELOCATION -1400’ PIPE BRIDGES, 150’-0” HIGH ELECTRIC POWER TOWER, FOUNDATION DESIGN FOR 150’- STACK AND TANKS; RENOVATED EXISTING FOR SUBLANCE; 250’-0” CONVEYOR SYSTEM; UNDERGROUND VAULT INSIDE EXISTING BUILDING FOR ABBOTT LAB; FOUNDATION DESIGN FOR ELECTRIC TRANSMISSION TOWER AND MANY SUBSTATIONS FOR ABB; BP AMOCO REFINERY PLANT, INDIANA; DESIGN PIPE RACKS, PIPE BRIDGE, PLATFORMS, CHIMNEY STACK FOUNDATION, GENERATOR FOUNDATION; PER B.P DESIGN CRITERIA BETHLEHEM STEEL, MIDWEST PLANT, INDIANA; DESIGN AND CONSTRUCTION, COST ESTIMATE FOR UPGRADED EXISTING GALVANIZED LINE FROM 3 UP TO 4 TIERS INCLUDING CUTTING 150’-0” ROOF TRUSS AND RESUPPORT ROOF SYSTEM 2004 EPSTEIN INTERNATIONAL; PROJECT MANAGING STRUCTURAL ENGINEER DESIGN (3) STEEL AND MASONRY BUILDINGS IN SEISMIC ZONE 3, ALBERTSON STORAGE FACILITY, CA 1991-2003 EDWARD C. LIN & ASSOCIATES, INC; STRUCTURAL& ENGINEERING CONSULTANTS; COMPLETE ENGINEERING SERVICES -- ARCHITECTURE, STRUCTURE, MEP, CIVIL TO ARCHITECTS, DEVELOPERS, CONTRACTORS, CLIENTS INCLUDING AT&T, MORTON INTERNATIONAL, EAST LAKE MANAGEMENT; SERVICES INCLUDING BUT, NOT LIMIT TO: DESIGN AND ANALYSIS, DRAWINGS PREPARATION, COORDINATE WITH ALL DISCIPLINES, FIELD OBSERVATION, TROUBLE SHOOTING, HIRING ALL OTHER CONSULTANTS, TO MEET DEADLINE ON SCHEDULE IN THE BUDGET; PROJECTS AS FOLLOWS: DESIGNED AND BUILT PRE-ENGINEERING GYMNASIUM AND SCHOOL; 10-STORY MASONRY SHEAR WALL AND FLEXICORE CONDO; 40 STORY CONCRETE SHEAR WALL AND FRAME IN BANGKOK; THAILAND; SHOPPING CENTERS, HIGH END HOUSES INCLUDING DOME ROOF TIMBER HOUSE ON STILT WITH 150 MPH WIND; REINFORCED EXISTING 150’-0” ROOF TRUSSES FOR RUN TRACK TO BE HUNG FROM ROOF, VIBRATION OF ADDITIONAL FLOOR FOR BASKET BALL COURT; DESIGN (3) STORY PHARMACEUTICAL PLANT EXTENSION FOR ABOTT LAB. DESIGN SHEET PILE SHORING SYSTEM NEXT TO 4 STORY BUILDING; SEAWALL BY LAKE MICHIGAN SHORE LINE, DAM DESIGN, WATERSPILL WAY, WASTE WATER TANK ( UNDER ARMY CORP INSTRUCTION); BUILDING ALL TYPES GRAND CONSTRUCTION & DEVELOPMENT INC; GENERAL CONTRACTOR; COST ESTIMATE, BID AND CONTRACT PREPARATION, SCHEDULE WORK, CONSTRUCTION SEQUENCE, COORDINATION ALL DISCIPLINES, COMPLETE JOB ON TIME, COLLECTION; 6 FLAT REHAB BY DEPARTMENT CONO HOUSING OF CHICAGO; BUILDING GYMNASIUM AND SCHOOL FOR MOODY ACADEMY FIRE STATION RENOVATION BY VILLAGE OF WESTERN SPRING 1989-1991 KOLBJORN SAETHER & ASSOCIATES; CHICAGO, IL DESIGN 6-STORY HOSPITAL AND PEDESTRIAN BRIDGE, TWO WAY POSTENSION FLAT PLATE SLAB DESIGN FOR 40 STORY HIGH-RISE BUILDING POSTENSION SLAB AND GIRDER DESIGN OF 8 STORY PARK GARAGE, 8 STORY CONCRETE COMPOSITE STEEL FOR HOSPITAL INCLUDING UNDERGROUND TUNNEL LINK AND STEEL DOME ROOF FOR CAFETERIA 1986-1988 AND 1981-1982 SKIDMORE & OWINGS & MERRILL, CHICAGO, IL 18 STORY HIGH-RISE BUILDING COMPLEXES OVER RAILROAD TRACK, ENGLAND; LONDON STOCK EXCHANGE AT LIVERPOOL STATION CHICAGO ELEVATED TRAIN STATION INCLUDING RAILROAD BRIDGE 11 STORY HIGH-RISE CONCRETE FRAME OFFICE BUILDING 40 STORY HIGH-RISE CONCRETE SHEAR WALL AND FLAT PLATE FLOOR BUILDING DESIGN 2-LANE 3 SPANS 300’ LONG TEMPORARY BRIDGE IN LIVERPOOL STATION 1982-1985 SARGENT & LUNDY, CHICAGO, IL DESIGN STRUCTURAL COMPONENTS FOR NUCLEAR POWER PLANT MODIFICATION STEEL ELEMENT PER NRC REQUIREMENT FOR CLINTON PLANT DESIGN 5 STORY TRUSS FRAME OFFICE BUILDING WITH 150’ WIDE BY 300’ LONG HOUSING GENERATOR FOUNDATION, G.E MAINTENANCE FACILITY, LONDON, BRITAIN SKILL PROJECT MANAGEMENT; TELEMARKETING, ENGINEERING SALE LICENSES 1991 STRUCTURAL ENGINEER OF ILLINOIS (S.E.) 1990 PROFESSIONAL ENGINEER OF ILLINOIS (P.E) (INACTIVE) EDUCATION 1981 UNIVERSITY OF TEXAS AT ARLINGTON, TX; MASTER OF SCIENCE AND ENGINEERING COMPUTERS RAM, RISA, SAP, STAAD, ENERCALCS, PCA-MAT, MANY DESIGN SOFTWARES; ETABS (user friendly version of SAP), SAFE (finite element version of pc-mat) CODES INTERNATIONAL BUILDING CODE, ASCE-7, UBC, ACI, AISC, BRITISH BUILDING CODE, AASHTO REFERENCES RON LUPINSKI -- PROJECT MANAGER ---001-1-219-395-8972 (O) CRAIG WATT ---- PROJECT MANAGER ---001-1-219-838-2930 (O) SCOTT HAMILTON ----VICE PRESIDENT--001-1-219-844-7030 (O) MARTY BRZYCKI ---SQUAD LEADER --- 001-1-219-844-7030 (O) **** Hidden Message ***** EDWARD LIN 5512 SOUTH KIMBARK CHICAGO, IL 60637 USA Company: EDWARD C. LIN & ASSOCIATES, INC Title: structural consultant Phone: 117732885467 E-mail: edwardclin2@aol.com **** Hidden Message ***** edwardclin2@aol.com
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