CONCRETE & MASONRY
"Engineering Relocation-Nuclepore Retrofit", Pleasanton, CA
Date: From: 4/97 To: 12/97
Construction Cost: $3,000,000
Provided structural engineering services for new 16,000 sq. ft of office space
and 12,000 sq. ft of engineering shop. The structural system consists of
concrete tilt-up bearing/shear walls and panelized wood roof. Office floors
were framed with manufactured wood joists. The shop included steel moment and
braced frames to support crane runway.
Client: Roberts Engineers Architects Constructor.
"Moscone Center Exhibit Hall Expansion", San Francisco, CA
Date: From: 4 / 1988 To: 4/1989
Construction Cost: $30,000,000
Provided the structural design of one-story exhibit hall. The structural
system consisted of six-foot post tensioned concrete waffle slab system
supported by a grid of five-foot columns spaced on ninety-foot centers, or by
perimeter concrete shear walls; thickened spread footings with twenty-four
inch mat foundation located seventeen feet below design ground water
elevation.
Architect: DMJM/Gensler Associates.
"Karagiorgi and Krousti Residences", Larnaca, Cyprus
Date: From: 9 /95 To: now
Construction Cost: $ 300,000
Provided the architectural and structural design of three 2-story 3000 sq.
ft. residences. The structural system consisted of flat slabs supported by
concrete columns. The lateral loads were supported by concrete shear walls.
Client: Nafsika Krousti
"Yakima Court", Fremont, CA
Date: From 4/94 To: 10/94
Construction Cost: $150,000
Provided the structural design of a post-tensioned flat slab, which was
supported on columns/cast-in-place drilled piers.
Client: Cumberland Engineers & Contractors.
"Slim Jenkins Apartments", Oakland, CA
Date: From: 1/89 To: 9/89
Construction Cost: $750,000
Provided the structural design of a one-story, 25,000 sq. ft. parking
structure supporting 2 stories of wood framed apartments. The structural
system includes post-tensioned concrete flat slab spanning between interior
concrete columns and exterior CMU walls.
Client: NCT Engineering
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STEEL
"Automation Electronics Corp.", Dublin , CA.
Date: From 9/85 To: 6/86
Construction Cost: $ 5,000,000
A four-story (80,000 sq. ft) office/manufacturing type building. The
structural system consisted of steel moment resisting frames; concrete fill
over metal deck floors; reinforced concrete masonry wall basement; spread
footings type foundation.
Architect: PSM Architects, Lafayette.
"Katholikon, Convent of the Theotokos", Dunlap, CA
Date: From: 11/95 To: 2/97
Construction Cost: $1,800,000
Provided structural engineering services for a 7000 sq. ft., 49 feet tall
Byzantine architecture church. The structural system consists of wood roof
(sloped or domed) supported by concrete masonry walls and steel moment
resisting frames.
Client: EKONA Architects.
Reference: Robert Miller, Robert Miller Construction, (559) 299-8697
"Court Security Improvements", Martinez, Pittsburg, Walnut
Creek, CA
Date: From: 3/99 To: now
Construction Cost: $450,000
Provided structural engineering services for court security improvements
framed with steel, wood, masonry and concrete.
Client: Dan Rainey Architect.
Reference: Dale Burrious, Contra Costa County, (925) 313-7200
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WOOD
"Orin Allen Youth Rehabilitation Facility", Byron, CA
Date: From: 1/98 To: Present
Construction Cost: $ 1,400,000
Provided structural engineering services for 1-story, 10,000 sq. ft youth
rehabilitation facility. The structural system consists of manufactured
joists (roof and mezzanine) supported by wood stud walls. The lateral loads
are supported by wood shear walls.
Client: James Miller & Associates and Contra Costa County. (925)
427-7490
"Comfort Inn", Manteca, CA
Date: From: 8/95 To: 7/96
Construction Cost: $ 1,600,000
Provided structural engineering services for 2-story, 24,000 sq. ft hotel.
The structural system consists of manufactured trusses (roof and floor)
supported by wood stud walls. The lateral loads are supported by wood shear
walls.
Client: SKL Architecture.
"Georgiou Residence", Ross, CA.
Date: From: 7/89 To:3/1991
Construction Cost: $ 2,000,000
Provide structural engineering services for a 6000 sq. ft.2-story private
residence framed with wood and some steel frames
Client: V. Demetriou & Associates, Architects.
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SEISMIC
EVALUATIONS and RETROFITS
"Evaluation of Seismic Resistance", 2101 Baker Str.,San
Francisco, CA
Date: From 11/90 To: 3/91
Construction Cost: $ 10,000
Structural evaluation of the seismic resistance of a four-story wood frame
building
Client: Homeowners Association.
"Old Cheese Factory", 830 Main Street, Pleasanton, CA;
Date: From: 3/95 To: 9/95
Construction Cost: $ 150,000
Structural evaluation and design of repairs in connection with a one story,
3000 sq. ft unreinforced masonry (URM) building.
"Cobblestone Structural Repairs", San Ramon , CA
Date: From: 7/95 To: 7/96
Construction Cost: $1,000,000
Structural evaluation and design of repairs for an existing condominium
building. The repairs included adding new plywood shear walls and steel
moment resisting frames.
Client: The Beatty Group.
"1996 Orchards Repairs", Fremont, CA
Date: From: 2/96 To: 2/97
Construction Cost: $1,000,000
Structural evaluation and design of repairs for an existing condominium
building. The repairs included adding new plywood shear walls and steel
moment resisting frames.
Client: The Beatty Group.
"Repairs" Brookside Condos, Lodi, CA
Date: From: 12/97 To: 12/98
Construction Cost: $1,000,000
Structural evaluation and design of repairs with plywood shear walls for an
existing condominium building.
Client: The Beatty Group.
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BRIDGES
"GTE NW Concord Cell Site", Martinez, CA
Date: From: 10/97 To: 6/98
Construction Cost: $ 100,000
Designed a 16-foot wide, 30 ft span bridge framed with steel beams and
concrete deck and designed for HS20-44 loading; Client: GTE
Telecommunications
"Osborn Lane", Pleasant Hill, CA
Date: From: 11/97 To: Present
Construction Cost: $ 100,000
Designed a 16-foot wide, 20 ft span bridge framed with concrete slab and
designed for HS20-44 loading; Client: Osborn Lane Camino Las Juntas Users and
Group.
"Las Juntas Bridge", Pleasant Hill, CA
Date: From: 11/94 To: 9/95
Construction Cost: $ 80,000
Provided structural engineering services for a new single span, thirty-foot long
bridge, designed for HS20-44 loading and framed with steel beams and concrete
deck
Client: Las Juntas Home Owners Association
"Galindo Creek Bridge", Concord, CA
Date: From 11/94 To: 9/95
Construction Cost: $ 80,000
Provided structural engineering services for repairing an existing three
span, eighty-foot long, timber farm type bridge designed for loading
Client: CCWD H10
"Fish Sampling Bridge", Contra Costa Canal, Oakley, CA
Date: From 12/1993 To: 7/1994
Construction Cost: $ 40,000
Provided structural engineering services for a new forty two-foot steel
pedestrian bridge.
Client: Contra Costa Water District (CCWD).
"Canal Bridge Rehabilitation", Contra Costa Canal, CA
Date: From 5/1995 To: 9/97
Construction Cost: $ 140,000
Provided structural engineering services for replacement of five (5) timber
farm-type bridges.
Client: Contra Costa Water District (CCWD).
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PEER
REVIEW AND CODE COMPLIANCE
"Performing Arts Center", CSU Long Beach, CA
Date: From 2/95 To: 5/95
Construction Cost: $ 500,000
Reviewed the design documents for a university complex consisting of an
auditorium (1200 seats), a building for School of Dance, and a recital hall.
The structural system included concentrically braced steel frames with concrete
fill over metal deck floors; wood frame bearing walls with plywood shear
walls and moment resisting frames; plywood over manufactured wood joists
floors; spread footings type foundation.
Client: Advanced Resources in Construction.
"Concord Police Facility", Concord, CA
Date: From 12/94 To: 4/95
Construction Cost: $ 7,000,000
Reviewed plans of a four-story police building framed with steel special
moment resisting frames with concrete fill over metal deck floors and
thirty-inch mat foundation
Employer: City of Concord
"Jacoby Creek School Gymnasium", Humbolt County, CA
Date: From 9/89 To: 12/89
Construction Cost: $ 1,600,000
Reviewed plans of a wood framed gymnasium (10,000 sq. ft..)
Employer: Office of State Architect.
"The Rotunda", Oakland, CA
Date: From 4/98 To: 2/99
Construction Cost: $ 22,000,000
Reviewed design criteria, drawings and calculations for seismic
rehabilitation of a 7-story existing building framed with steel and concrete
fill over metal deck floors and concrete joists. The lateral force resisting
system consists of concrete shear walls.
Client: City of Oakland.
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