Structural design of a 20 ft x 35 ft addition for the installation of a two stop elevator and a second floor above the existing structure.
Design work included reinforced concrete basement, reinforced masonry walls, timber trusses, and conventional wood framing.

New York State Department of TransportationNew York State Department of Transportation, Newark, NY

Bridge demolition procedure for a 130 ft single-span bridge consisting of a 10 ft deep built-up plate girders, located over Conrail train tracks for Route 88. Procedure consisted of 5 crane positions and utilized two crane picks.

Town of Amherst, Town of Amherst, Amherst, NY

Feasibility study of the Carriage Barn at the Amherst Museum. Our investigation of this two-story barn, approximately 40 ft x 60 ft in plan, was for the structural integrity of the upper wood portion of the structure and the general condition of the foundation.

Trinity Episcopal Trinity Episcopal Church, Buffalo, NY

Investigation, analysis, and design of a turn-of-the-century church, constructed of stone and wood, for the installation of a new three stop elevator.

Chautauqua InstituteChautauqua Institute, Chautauqua, NY

Investigation of a turn of the century train station for floor loading and repairs from deterioration.
Investigation of a 5,000 sq ft, two-story, wood framed structure for conversion to assembly space.

New York State Department of TransportationNew York State Department of Transportation, Tioga County, NY

Bridge erection procedure for a 166 ft single-span bridge consisting of 7 girders, located over two Conrail train tracks for Route 17C.

New York State Department of TransportationNew York State Department of Transportation, Erie County, NY

Bridge erection procedure for a 188 ft three-span bridge consisting of 8 girders, located over three Conrail train tracks for Union Road.

First Presbyterian Church of TuscoraraFirst Presbyterian Church of Tuscorara, Mount Morris, NY

Structural investigation and report regarding the roof, steeple and bell tower of an 1870's church. Of primary concern was the fact that the roof trusses had shifted and that the steeple was leaning.

Boston Fire HallBoston Fire Hall, Boston, NY

Structural design of the modifications necessary to reinforce the existing wood scissor-trusses for the 40 ft x 100 ft hall.

City of LackawannaCity of Lackawanna, Lackawanna, NY

Structural study of a three-story, 63 ft X 140 ft steel-framed building (originally constructed in 1968) to support new exterior wall panels.

Potter Real EstatePotter Real Estate, West Seneca, NY

Site drainage study and grading plan for a one-half acre site to be used for new building addition and new parking lot.

Church at Ferry and ElmwoodChurch at Ferry and Elmwood, Buffalo, NY

Rehabilitation and conversion of an existing masonry church into a three-floor office building utilizing steel and wood framing.

New York State Department of TransportationNew York State Department of Transportation, Niagara Falls, NY

Bridge erection procedure for a new 189 ft, three-span bridge with 10 girders, located on Route 62, Niagara Falls.
Bridge jacking procedure for five (5) bridges on the Robert Moses Parkway, in order to facilitate bearing and/or pedestal replacement for:
Two bridges each consisting of a single-span, 115 ft in length
Two bridges each consisting of a single-span, 127 ft in length
One bridge consisting of a single-span, 234 ft in length.

New York State Thruway AuthorityNew York State Thruway Authority, Seneca County, NY

Bridge jacking procedures for two bridges, each consisting of four-spans (totaling 229 ft in length) on Stone Church and Whiskey Hill Roads. The purpose of the jackings was for bearing and pedestal replacement, as well as installation of moment splices at the piers in order to make the spans continuous.

Abbott LabsAbbott Labs, Cheektowaga, NY

Preparation of site plan for zoning variance for the proposed building.
Design of a 3,000 sq ft addition constructed of load bearing masonry and steel roof joists.
Design allowed for the structure to be constructed around/over an existing 1,500 sq ft wood framed addition that was to be razed at a later date.

Price Trucking CorpPrice Trucking Corp., Buffalo, NY

Investigation of an existing 125,000 sq ft three aisle steel framed mill building for re-use as a 125,000 sq ft two aisle manufacturing facility.

New York State Department of TransportationNew York State Department of Transportation, Niagara Falls, NY

Bridge jacking procedure for four (4) bridges on the Robert Moses Parkway, in order to facilitate bearing and/or pedestal replacement for:
One bridge consisting of two spans, 282 ft in length,
One bridge consisting of two spans, 224 ft in length,
Two bridges each consisting of three spans, each bridge 118 ft in length.

New York State Department of TransportationNew York State Department of Transportation, Oswego County, NY

Bridge erection procedure for a new 368 ft three-span bridge consisting of 15 girders, located over Conrail train tracks for Route 11.

New York State Thruway AuthorityNew York State Thruway Authority, Genesee County, NY

Bridge erection procedure for a 218 ft, two-span bridge consisting of 7 girders, located over the Thruway for the Batavia exit.

Niagara County Sanitary Sewer District No. 1Niagara County Sanitary Sewer District No. 1, Liberty Drive Administration Building

Structural design of a 3,600 sq ft, single-story, steel-framed building on a caisson foundation with provisions for a future second story.

Hutchinson HoseHutchinson Hose, Amherst, NY

Design of a 3,500 sq ft addition to an existing fire hall, constructed of masonry walls and a steel roof system. Design of two 20 ft x 24 ft practice towers, each 30 ft high with an interconnecting bridge built of masonry, steel, and concrete.