Useful Links

<body lang=EN-US link=navy vlink=navy style='tab-interval:.5in'> <div class=Section1> <p class=MsoNormal style='margin-right:.5in;mso-margin-top-alt:auto; mso-margin-bottom-alt:auto;margin-left:.5in'><a name=top></a><span style='font-size:13.5pt'>CONCRETE & MASONRY</span><span style='font-size: 10.0pt'><br> <b>"Engineering Relocation-Nuclepore Retrofit"</b>, Pleasanton, CA<br> <b>Date:</b> From: 4/97 To: 12/97<br> <b>Construction Cost:</b> $3,000,000<br> 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.<br> <b>Client:</b> Roberts Engineers Architects Constructor.<br> <br> <b>"Moscone Center Exhibit Hall Expansion"</b>, San Francisco, CA<br> <b>Date:</b> From: 4 / 1988 To: 4/1989<br> <b>Construction Cost:</b> $30,000,000<br> 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.<br> <b>Architect:</b> DMJM/Gensler Associates.<br> <br> <b>"Karagiorgi and Krousti Residences"</b>, Larnaca, Cyprus<br> <b>Date:</b> From: 9 /95 To: now<br> <b>Construction Cost:</b> $ 300,000<br> 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.<br> <b>Client:</b> Nafsika Krousti<br> <br> <b>"Yakima Court"</b>, Fremont, CA<br> <b>Date:</b> From 4/94 To: 10/94<br> <b>Construction Cost:</b> $150,000<br> Provided the structural design of a post-tensioned flat slab, which was supported on columns/cast-in-place drilled piers.<br> <b>Client:</b> Cumberland Engineers & Contractors.<br> <br> <b>"Slim Jenkins Apartments"</b>, Oakland, CA<br> <b>Date:</b> From: 1/89 To: 9/89<br> <b>Construction Cost:</b> $750,000<br> 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.<br> <b>Client:</b> NCT Engineering<br> <br> <a href="#top">Top</a> <o:p></o:p></span></p> <div class=MsoNormal align=center style='margin-right:.5in;margin-top:5.0pt; mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'> <hr size=2 width="100%" align=center> </span></div> <p class=MsoNormal style='margin-right:.5in;mso-margin-top-alt:auto; mso-margin-bottom-alt:auto;margin-left:.5in'><span style='font-size:13.5pt'>STEEL</span><span style='font-size:10.0pt'><br> <b>"Automation Electronics Corp."</b>, Dublin , CA.<br> <b>Date:</b> From 9/85 To: 6/86<br> <b>Construction Cost:</b> $ 5,000,000<br> 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.<br> <b>Architect:</b> PSM Architects, Lafayette.<br> <br> <b>"Katholikon, Convent of the Theotokos"</b>, Dunlap, CA<br> <b>Date:</b> From: 11/95 To: 2/97<br> <b>Construction Cost:</b> $1,800,000<br> 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.<br> <b>Client:</b> EKONA Architects.<br> <b>Reference:</b> Robert Miller, Robert Miller Construction, (559) 299-8697<br> <br> <b>"Court Security Improvements"</b>, Martinez, Pittsburg, Walnut Creek, CA<br> <b>Date:</b> From: 3/99 To: now<br> <b>Construction Cost:</b> $450,000<br> Provided structural engineering services for court security improvements framed with steel, wood, masonry and concrete. <br> <b>Client:</b> Dan Rainey Architect.<br> <b>Reference:</b> Dale Burrious, Contra Costa County, (925) 313-7200 <br> <br> <a href="#top">Top</a> <o:p></o:p></span></p> <div class=MsoNormal align=center style='margin-right:.5in;margin-top:5.0pt; mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'> <hr size=2 width="100%" align=center> </span></div> <p class=MsoNormal style='margin-right:.5in;mso-margin-top-alt:auto; mso-margin-bottom-alt:auto;margin-left:.5in'><span style='font-size:13.5pt'>WOOD</span><span style='font-size:10.0pt'><br> <b>"Orin Allen Youth Rehabilitation Facility"</b>, Byron, CA<br> <b>Date:</b> From: 1/98 To: Present <br> <b>Construction Cost:</b> $ 1,400,000 <br> 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. <br> <b>Client:</b> James Miller & Associates and Contra Costa County. (925) 427-7490<br> <br> <b>"Comfort Inn"</b>, Manteca, CA<br> <b>Date:</b> From: 8/95 To: 7/96 <br> <b>Construction Cost:</b> $ 1,600,000 <br> 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. <br> <b>Client:</b> SKL Architecture. <br> <br> <b>"Georgiou Residence"</b>, Ross, CA.<br> <b>Date:</b> From: 7/89 To:3/1991<br> <b>Construction Cost:</b> $ 2,000,000<br> Provide structural engineering services for a 6000 sq. ft.2-story private residence framed with wood and some steel frames<br> <b>Client:</b> V. Demetriou & Associates, Architects.<br> <br> <a href="#top">Top</a> <o:p></o:p></span></p> <div class=MsoNormal align=center style='margin-right:.5in;margin-top:5.0pt; mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'> <hr size=2 width="100%" align=center> </span></div> <p class=MsoNormal style='margin-right:.5in;mso-margin-top-alt:auto; mso-margin-bottom-alt:auto;margin-left:.5in'><span style='font-size:13.5pt'>SEISMIC EVALUATIONS and RETROFITS</span><span style='font-size:10.0pt'><br> <b>"Evaluation of Seismic Resistance"</b>, 2101 Baker Str.,San Francisco, CA<br> <b>Date:</b> From 11/90 To: 3/91 <br> <b>Construction Cost:</b> $ 10,000 <br> Structural evaluation of the seismic resistance of a four-story wood frame building<br> <b>Client:</b> Homeowners Association.<br> <br> <b>"Old Cheese Factory"</b>, 830 Main Street, Pleasanton, CA;<br> <b>Date:</b> From: 3/95 To: 9/95 <br> <b>Construction Cost:</b> $ 150,000 <br> Structural evaluation and design of repairs in connection with a one story, 3000 sq. ft unreinforced masonry (URM) building.<br> <br> <b>"Cobblestone Structural Repairs"</b>, San Ramon , CA<br> <b>Date:</b> From: 7/95 To: 7/96<br> <b>Construction Cost:</b> $1,000,000<br> Structural evaluation and design of repairs for an existing condominium building. The repairs included adding new plywood shear walls and steel moment resisting frames. <br> <b>Client:</b> The Beatty Group.<br> <br> <b>"1996 Orchards Repairs"</b>, Fremont, CA<br> <b>Date:</b> From: 2/96 To: 2/97<br> <b>Construction Cost:</b> $1,000,000<br> Structural evaluation and design of repairs for an existing condominium building. The repairs included adding new plywood shear walls and steel moment resisting frames. <br> <b>Client:</b> The Beatty Group.<br> <br> <b>"Repairs"</b> Brookside Condos, Lodi, CA<br> <b>Date:</b> From: 12/97 To: 12/98<br> <b>Construction Cost:</b> $1,000,000 <br> Structural evaluation and design of repairs with plywood shear walls for an existing condominium building. <br> <b>Client:</b> The Beatty Group.<br> <br> <a href="#top">Top</a> <o:p></o:p></span></p> <div class=MsoNormal align=center style='margin-right:.5in;margin-top:5.0pt; mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'> <hr size=2 width="100%" align=center> </span></div> <p class=MsoNormal style='margin-right:.5in;mso-margin-top-alt:auto; mso-margin-bottom-alt:auto;margin-left:.5in'><span style='font-size:13.5pt'>BRIDGES</span><span style='font-size:10.0pt'><br> <b>"GTE NW Concord Cell Site"</b>, Martinez, CA <br> <b>Date:</b> From: 10/97 To: 6/98 <br> <b>Construction Cost:</b> $ 100,000 <br> 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 <br> <br> <b>"Osborn Lane"</b>, Pleasant Hill, CA <br> <b>Date:</b> From: 11/97 To: Present <br> <b>Construction Cost:</b> $ 100,000 <br> 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.<br> <br> <b>"Las Juntas Bridge"</b>, Pleasant Hill, CA<br> <b>Date:</b> From: 11/94 To: 9/95 <br> <b>Construction Cost:</b> $ 80,000 <br> 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<br> <b>Client:</b> Las Juntas Home Owners Association<br> <br> <b>"Galindo Creek Bridge"</b>, Concord, CA<br> <b>Date:</b> From 11/94 To: 9/95 <br> <b>Construction Cost:</b> $ 80,000 <br> Provided structural engineering services for repairing an existing three span, eighty-foot long, timber farm type bridge designed for loading <br> <b>Client:</b> CCWD H10 <br> <br> <b>"Fish Sampling Bridge"</b>, Contra Costa Canal, Oakley, CA<br> <b>Date:</b> From 12/1993 To: 7/1994 <br> <b>Construction Cost:</b> $ 40,000 <br> Provided structural engineering services for a new forty two-foot steel pedestrian bridge. <br> <b>Client:</b> Contra Costa Water District (CCWD).<br> <br> <b>"Canal Bridge Rehabilitation"</b>, Contra Costa Canal, CA<br> <b>Date:</b> From 5/1995 To: 9/97 <br> <b>Construction Cost:</b> $ 140,000 <br> Provided structural engineering services for replacement of five (5) timber farm-type bridges. <br> <b>Client:</b> Contra Costa Water District (CCWD).<br> <br> <a href="#top">Top</a> <o:p></o:p></span></p> <div class=MsoNormal align=center style='margin-right:.5in;margin-top:5.0pt; mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'> <hr size=2 width="100%" align=center> </span></div> <p class=MsoNormal style='margin-right:.5in;mso-margin-top-alt:auto; mso-margin-bottom-alt:auto;margin-left:.5in'><span style='font-size:13.5pt'>PEER REVIEW AND CODE COMPLIANCE</span><span style='font-size:10.0pt'><br> <b>"Performing Arts Center"</b>, CSU Long Beach, CA<br> <b>Date:</b> From 2/95 To: 5/95 <br> <b>Construction Cost:</b> $ 500,000 <br> 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.<br> <b>Client:</b> Advanced Resources in Construction.<br> <br> <b>"Concord Police Facility"</b>, Concord, CA<br> <b>Date:</b> From 12/94 To: 4/95 <br> <b>Construction Cost:</b> $ 7,000,000<br> 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<br> <b>Employer:</b> City of Concord <br> <br> <b>"Jacoby Creek School Gymnasium"</b>, Humbolt County, CA<br> <b>Date:</b> From 9/89 To: 12/89 <br> <b>Construction Cost:</b> $ 1,600,000<br> Reviewed plans of a wood framed gymnasium (10,000 sq. ft..) <br> <b>Employer:</b> Office of State Architect. <br> <br> <b>"The Rotunda"</b>, Oakland, CA<br> <b>Date:</b> From 4/98 To: 2/99 <br> <b>Construction Cost:</b> $ 22,000,000 <br> 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. <br> <b>Client:</b> City of Oakland.<br> <br> <a href="#top">Top</a> <o:p></o:p></span></p>  <p class=MsoNormal align=center style='margin-right:.5in;mso-margin-top-alt: auto;mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'><a href="http://home.pacbell.net/nctheose/" target="_top">Home</a> | <a href="../profile/profiles.htm" target="_top">Profiles</a> | <a href="../services/servicelist.htm" target="_top">Services</a> | - | <a href="linkslist.htm" target="_top">Links</a> | <a href="../jobs/joblist.htm" target="_top">Job Opportunities</a> <o:p></o:p></span></p> <div class=MsoNormal align=center style='margin-right:.5in;margin-top:5.0pt; mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><span style='font-size:10.0pt'> <hr size=2 width="100%" align=center> </span></div> <p class=MsoNormal align=center style='margin-right:.5in;mso-margin-top-alt: auto;mso-margin-bottom-alt:auto;margin-left:.5in;text-align:center'><i><span style='font-size:10.0pt'>75 Silverwood Drive, Lafayette, CA 94549 • Phone: (925) 284-2822 • Fax: (925) 284-9745 <br> Email: <a href="MAILTO:nctheose@pacbell.net">nctheose@pacbell.net</a> • Website: <a href="http://home.pacbell.net/nctheose/" target="_top">http://home.pacbell.net/nctheose/</a></span></i><span style='font-size:10.0pt'><o:p></o:p></span></p> </div> </body>