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Engineer Project

Location:
Newark, CA, 94560
Posted:
October 03, 2010

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Resume:

ANGELO I. SPILIOTIS

SENIOR ENGINEER

**** ******* ******

Newark, CA 94560

PH: (510) 228 - 5044

Registration

Civil Engineer, State of California, C42997

Education

B.S. Civil Engineering, San Jose State University, San Jose, CA

Responsibilities

Responsibilities as Senior Engineer include leading the structural design,

development of preliminary and construction contract documents, quality

control, oversight of staff engineers and managing of the projects to be

within their budget. In addition to the above, a good portion of my work

includes writing proposals, marketing to bring in new clients and also

keeping in contact with our existing clients for any possible projects.

Experience

December 1983 - April 1985 Robelo/Kocjan Associates

Redwood City, CA

April 1985 - October 1987 Intergrated Design Services

Concord, CA

October 1987 - August 1990 CRJG

Menlo Park, CA

September 1990 - February 1998 DES

Redwood City, CA

February 1998 - Present Biggs Cardosa Associates

San Jose, CA

Projects

Santa Clara Convention Center Ballroom, Santa Clara, CA: Project

Engineer/Manager for the design of one story steel structure approximately

40,000 sq. ft. in area. The structure incorporated a combination of

special X-brace frames and moment frames. The roof consisted of 136'-0"

single span steel trusses with metal deck.

Veterans Admin. Emergency Generator Building 203, San Francisco, CA

Project Engineer/Manager for the design of a building structure,

approximately 1500 sq. ft. in area, housing the emergency generator for the

hospital. The building is located within the dune sands hill side and

adjacent to existing structures. The structure consists of a concrete mat

slab, concrete retaining walls and concrete fill over metal deck and steel

beams at the roof level. Due to limited accessibility, because of the

building location, a feature in the structure includes the allowance for

portion of the building roof to be removable and thus allow a crane to

remove the emergency generator in or out of the building.

Veterans Administration Building 208, San Francisco, CA

Prepared structural drawings and calculations that included structural

analysis of the existing floor system to support the ARJO (Maxi Sky)

ceiling lifts.

Veterans Administration Building 16, San Francisco, CA

Prepared structural drawings and calculations for the design of a two-story

wood structure approximately 6,700sf in area. The structural system

includes a concrete grade beam grid system, plywood diaphragms over roof

and floor wood truss joists and plywood shear wall panels.

Downtown San Jose Bart Station, San Jose, CA: Assisted in the design for

portion of the proposed bart extension tunnel along Santa Clara Street.

Work included performing calculations and structural drawing sections along

length of station for the tunnel.

As a separate project to the above, I carried out a structural field survey

of various existing buildings along Santa Clara Street and prepared

drawings that included cross-sections of the tunnel relative to the

existing buildings. The main purpose of this was to obtain any

interference that may occur between the tunnel and the foundation systems

of the existing buildings and to obtain a more precise scope for the

shoring of the existing buildings for tunnel construction.

Japantown Jackson Street Basements, San Jose, CA

The scope of this project was to demolish and replace the existing side

walks, handicap ramps, curbs and gutters along Jackson Street. On my part,

I performed field survey of the existing basements along Jackson Street

that protruded into the street sidewalks and provided calculations and

drawings for the support for the new sidewalks, which also included street

basement elevators (dumbwaiters), from the existing basement walls and new

concrete beams required to support the sidewalk loads.

University of Santa Clara Solar Panel Carports, Santa Clara, CA

Project engineer for the design of approximately ten carports designed to

support solar panels. The main structural system is a cantilevered steel

tube column in the center of each carport with cantilevered steel tube

beams and cross beams that support the solar panels. The foundation system

included both spread footing and poured in place concrete piers.

Solyndra Mechanical Equipment, Fremont, CA

Provided structural drawings and calculations for numerous mechanical

equipment anchorage and conveyor steel frames incorporated for the

fabrication/automation for their solar panels. In addition, I performed

special inspections for the epoxy in place bolts and wedge anchors for unit

anchorage.

Stockton Products, Livermore, CA

Project Engineer/Manager for the design of a one story concrete tilt-up

building, approximately 35,000 square feet in area, includes several

mezzanines for storage and office building. The roof was of open web steel

joists panelized roofing system that allowed for future solar panel

installation throughout the field of the roof.

Saratoga Capital Century Center, San Jose, CA: Project Engineer/Manager

for the design of a four structure wood framed structure with steel moment

frames over reinforced concrete podium slab with underground parking below

that included a concrete mat slab foundation. The retaining walls at the

perimeter of the underground parking, that in some cases support the

adjacent city streets, are of shotcrete. In addition, adjacent building

foundations were underpinned to avoid surcharges and collapse of the

existing structures due to over excavation for the underground parking.

Saint Joseph Parish, Fremont, CA: Engineered and managed the design of St.

Joseph's Catholic Church in Mission San Jose. The structure which takes

the shape of a parabola does not incorporate any interior columns. As a

result, the structure was designed as a shell structure with an exterior

tension ring, at the perimeter of the structure, and a compression ring at

the center of the parabola. The rings were of steel. The lateral

resisting system consists of cantilevered concrete columns that absorb

torsion and bi-axial loading.

Pepsi Distribution/Production Center, Hayward, CA: Project engineer for

the design of four buildings approximately 315,000 sq. ft. in area. The

structures included a 21,000 sq. ft. one-story office building constructed

of steel, a 148,000 sq. ft. concrete tilt-up warehouse, an 114,000 sq. ft.

tilt-up structure for production and a 43,000 sq. ft. truck fleet

maintenance building.

Jefferson Place, Bohannon Business Park, Menlo Park, CA: Project

Engineer/Manager for the design for three steel-framed, three-story

buildings, that incorporated steel chevron braced frames for lateral

resistance.

Madrone Parkway, Morgan Hill, CA: Project Engineer for the design of ten,

one and two story structures that incorporated a combination of concrete,

steel, and wood. The area of the structures varied from 10,000 to 160,000

sq. ft. in area.

Santa Clara Senior Center, Santa Clara, CA: Project Engineer/Manager for

the design of a two story steel/masonry block, and heavy timber trusses

structure. The structure houses two swimming pools, a spa, a fitness

center, locker rooms, computer rooms and general offices.

East Valley YMCA, San Jose, CA: Project Engineer for the design of a

natatorium, equipment rooms, new gymnasium, lobby locker rooms, as well as

17,000 square feet of renovation of the existing facility.

Allan Hancock College Skills Center, Santa Maria, CA: Engineered and

managed the design of a one story wood/steel framed structure approximately

24,000 sq. ft. in area.

Holy Spirit School, San Jose, CA: Project Engineer/Manager for the design

of an approximately 20,000 sq. ft. in area administration building, three

classrooms and a gymnasium. The structures were constructed of concrete

block and wood roofs.

Daves Elementary School, Los Gatos, CA: Project Engineer/Manager for the

design of one and two story structures, approximately 58,000 sq. ft in

area, and the retrofit of existing/remodel of four existing classroom

buildings. The new structures consisted of two classroom buildings and a

multipurpose building that includes a cafeteria and stage.

Los Altos School District, Los Altos, CA: Project Engineer for the

structural analysis of buildings at nine elementary school campuses in the

Los Altos School District. The scope of work included a visual inspection

of all the sites and a preliminary structural analysis.

Los Altos School District, Los Altos, CA: Project Engineer for the design

of the necessary seismic retrofits for Bullis Elementary School.

Los Altos School District, Los Altos, CA: Project Engineer for the design

of one new building and remodel/retrofit of nine existing buildings at

Covington School.

San Jose Unified School District, San Jose, CA: Project Engineer for the

structural analysis of buildings at six elementary school campuses in the

San Jose Unified School District. The scope of work included a visual

inspection of all the sites, a preliminary structural seismic analysis and

design of necessary retrofits.

San Jose Unified School District, San Jose, CA: Project Engineer for the

structural analyses of the roof framing members for Carson, Graystone, Los

Alamitos and Randol Elementary School campuses. The scope of work included

analyses to justify roof member support for approximately twenty-five

mechanical units including unit support and roof opening framing details.

San Jose Unified School District, San Jose, CA: Project Engineer for the

structural analysis and design of necessary retrofits which includes shear

wall upgrades, hold down installation, installation of mechanical units,

strengthening of the curved glulam beams in the multipurpose room and the

addition of shear walls in Building "B" at Reed Elementary School.

San Jose Unified School District, San Jose, CA: Project Engineer for the

structural analysis and design for Almaden and Olinder Elementary Schools.

The project consisted of replacing some of the mechanical units with new

heavier mechanical equipment. Our services at Olinder Elementary also

included structural analysis and design of existing shear walls between the

kitchen and cafeteria, which accounted for added wall penetrations due to

duct penetrations.

References Furnished upon request.



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