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 ft² of office space and 12,000 ft² 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: 4/88 To: 4/89
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: Present
Construction Cost: $ 300,000
Provided the architectural and structural design of three 2-story 3000 ft² 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 ft² 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 ft²) 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 ft², 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: Present
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 ft² 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 ft² 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: 3/91
Construction Cost: $ 2,000,000
Provide structural engineering services for a 6000 ft², 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 ft² 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. 315 Diablo Road, Ste. 222, Danville, CA 94526. Tel. (925) 831-1803, e-mail: jdbeatty@jdbeatty.com
Reference: Pat Collins, Advanced Resources in Construction. 1001 Broadway, Ste. 288, Oakland, CA 94607. Tel: (510) 287-9900 e-mail: aricsltd@aol.com

"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. 315 Diablo Road, Ste. 222, Danville, CA 94526. Tel. (925) 831-1803, e-mail: jdbeatty@jdbeatty.com
Reference: Pat Collins, Advanced Resources in Construction. 1001 Broadway, Ste. 288, Oakland, CA 94607. Tel: (510) 287-9900 e-mail: aricsltd@aol.com
Contractor:Paul Saarman, 683 McAlister St., San Francisco, CA 94102. Tel: (415) 749-2700

"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. 315 Diablo Road, Ste. 222, Danville, CA 94526. Tel. (925) 831-1803, e-mail: jdbeatty@jdbeatty.com
Reference: Pat Collins, Advanced Resources in Construction. 1001 Broadway, Ste. 288, Oakland, CA 94607. Tel: (510) 287-9900 e-mail: aricsltd@aol.com

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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 12/93 To: 7/94
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 5/95 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 ft²)
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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