PRIMARY & SECONDARY SCHOOLS
Our Lady of the Atonement Church and School, San Antonio, TX
Structural design of a 58,000 square foot school & church addition. The structural system included structural steel supported on perimeter reinforced concrete tilt-wall bearing walls. The facility includes the enlarged church with two “stacked” tilt-wall steeple towers, classrooms, cafeteria, gymnasium, and administrative space. (Senior Engineer at Pennoni Associates, Inc.)
Franklin Middle School, Nutley, NJ
Structural design of a two story classroom addition and a new 14,000 square foot gymnasium facility. The roof of the gymnasium consisted of arched steel roof trusses supported by custom structural steel long span trusses providing a column free space. Structural modifications to the existing structure included the installation of a new intermediate floor in the existing gymnasium and new arched roof trusses at a higher elevation. (Senior Engineer at Pennoni Associates, Inc.)
Smalley Elementary School, Bound Brook School District, Bound Brook, NJ
Structural design of a one story, 8,000 square foot classroom addition. The structural system consisted of steel roof joists supported on concrete masonry bearing walls and shallow concrete foundations. (Senior Engineer at Pennoni Associates, Inc.)
Augusta Kindergarten School, Irvington, NJ
Structural design of a two story, 30,000 square foot classroom addition. The structural system consisted of precast concrete plank supported on concrete masonry bearing walls and shallow concrete foundations. (Staff Engineer at Pennoni Associates, Inc.)
A.I. DuPont High Additions, Red Clay School District, Greenville, DE
Structural design of auditorium/theatre and classroom additions to the existing school. (Staff Engineer at Pennoni Associates, Inc.)
South Middleton Middle School; Boiling Springs, Pennsylvania
Structural design of a two-story, 107,000 square foot school building, which included classrooms, a gymnasium, cafeteria, and a library. The structural components are concrete slabs on metal deck supported on steel joists, CMU bearing walls and shallow foundations. (Staff Engineer at Pennoni Associates, Inc.)
Twin Valley High School Additions; Elverson, Pennsylvania
Structural design of 68,000 square feet of additions and design of major structural renovations of an existing 156,000 square foot school building. The additions included classrooms and gymnasiums. The renovations required extensive modifications to the existing structure, including relocating columns and major framing. (Staff Engineer at Pennoni Associates, Inc.)
Milton Hershey School – Cocoa Cove at Spartan Center; Hershey, PA
Structural design of a covered 2200 square foot pavilion/pump house and a 2500 square foot restroom facility. (Staff Engineer at Pennoni Associates, Inc.)
UNIVERSITIES
New Health Sciences Building, Arcadia University (formerly Beaver College); Glenside, PA
Structural design of a new three story, 34,000-square foot academic building housing classrooms and a ninety-foot long pedestrian bridge. The foundations are caissons and grade beams supporting the first floor is a structural slab. The structural components of the upper floor are pre-cast concrete plank on CMU bearing walls. The pedestrian bridge connects the new building with the existing Health Sciences building. The support structure consists of cantilevered steel columns supporting precast concrete double-tees with a steel canopy. (Staff Engineer at Pennoni Associates, Inc.)
Ceddia Union Building, Shippensburg University, Shippensburg, PA
Structural design of a two story, 50,000 square foot addition to the existing student union center.
PARKING GARAGES
Scranton Parking Garage, Scranton, PA.
Structural design of an eight story, 450 parking space garage. The structural system consists of steel columns and beams supporting post-tensioned concrete floor slabs on a reinforced concrete mat foundation. The superstructure is braced by steel diagonal braces and the sloped ramping floor system. (Staff Engineer at Pennoni Associates, Inc.)
St. Luke’s Hospital Parking Garage, Newburgh, NY.
Structural design of a five-level, 538 car parking structure. The structural system consisted of steel columns and beams supporting post-tensioned concrete floor slabs. The superstructure is braced by steel diagonal braces and the sloped ramping floor system. The structure incorporates an 80 foot enclosed pedestrian bridge linking the garage to the hospital and to an enclosed pedestrian link for street access. (Senior Engineer at Pennoni Associates, Inc.)
RESIDENTIAL & HOUSING
Pearl Condominiums; Philadelphia, PA
Structural design of a 134,000 square foot, 6 story residential structure with retail at the ground floor. The framing of the structure consisted of concrete plank on metal stud bearing walls for supported by a steel beam and reinforced masonry wall transfer level at the 2nd floor. The structures foundation consisted on drilled piers and reinforced concrete grade beams. (Senior Engineer at Pennoni Associates, Inc.)
1101 North Delaware Avenue, Philadelphia, PA
Structural analysis and computer modeling of a proposed 36 story high rise along the Delaware River. Proposed structure was analyzed for both lateral and gravity loading. (Senior Engineer at Pennoni Associates, Inc.)
Philadelphia River City, Philadelphia, PA.
Preliminary structural analysis and design for a feasibility study to construct 10 – 40 to 60 story residential and office towers over an active commuter rail line. The study is identifying the load support systems required at street level and above the tracks. (Senior Engineer at Pennoni Associates, Inc.)
Hialeah Condominiums, Wildwood, NJ
Structural design of a 68,000 square foot (4) four story wood framing residential structure. Structure also had a swimming pool with an open sun deck on the second floor. (Senior Engineer at Pennoni Associates, Inc.)
101 Walnut Condominium, Philadelphia, PA
Structural design of a 12 story luxury condominium building with floor areas of approximately 3,000 square feet. Entirely cast-in-place concrete design covers storage basement, typical units, 12’ cantilevered slab balconies, helical dual-entry stair and a two-level penthouse with rooftop pool. (Senior Engineer at Pennoni Associates, Inc.)
Umbria Village, Philadelphia, PA.
Preliminary structural design of 8 – 8 to 12 story residential buildings. Design included roof, floor and column framing, the lateral load resisting system(s) and the foundation system. (Senior Engineer at Pennoni Associates, Inc.)
Portside Residences at Pier 28, Philadelphia, PA.
Preliminary structural design of a foundation system for a 16‑story residential building to be constructed over the Delaware River. The system minimizes the requirement for construction in the river from barges. (Senior Engineer at Pennoni Associates, Inc.)
Meredith Bay Condominiums, Meredith, NH.
Structural design of a two-story 60,000 SF wood framed residential building in a heavy snow region. (Senior Engineer at Pennoni Associates, Inc.)
Moravian Village; Bethlehem, PA
Structural design of a 350,000 square foot facility consisting of a four story apartment, two story elderly care building and one story dining/congregate buildings. Structural systems included structural steel with precast concrete plank, composite steel beams with steel columns, and composite steel joists with cold formed metal bearing walls. (Senior Engineer at Pennoni Associates, Inc.)
MEDICAL & PHARMACEUTICAL
Merck Varicella Building 12A Expansion; West Point, PA
Structural steel design and RAM structural model creation of a 3-story, 60 foot high, 40,000 square foot addition to existing production facilities. Design included incorporating the installation of existing equipment into new building design and post-installing equipment through elevated building openings. (Senior Engineer at Pennoni Associates, Inc.)
Bayer QA Laboratory Addition; Myerstown, PA
Structural design and document preparation for a BOD (Basis of Design) for a 2-story 26,000 square foot addition. Schematic drawings were expedited to provide the client with a basis on which to evaluate cost and feasibility. The final building configuration to be constructed was a one story, 18,000 square foot structure. (Senior Engineer at Pennoni Associates, Inc.)
Episcopal Hospital Power Plant Upgrade; Philadelphia, PA
Structural design of repairs and modifications to existing facilities buildings and utility tunnel. Work to the utility tunnel included concrete, masonry and steel repairs and installation of a waterproofing system. (Senior Engineer at Pennoni Associates, Inc.)
B Braun Medical - Injection Molding Expansion; Allentown, PA
Structural design of a new 40,000 square foot two story injection molding building. Structural design includes 60 foot clear span floor and roof with heavy mechanical equipment loading. The design of the structural system also incorporated provisions for an overhead crane. (Senior Engineer at Pennoni Associates, Inc.)
Shore Memorial Cancer Care Center; Sommers Point, New Jersey
Structural design of a three story 30,000 square foot cancer treatment facility with concrete vault for a linear accelerator. Structural system consisting of composite steel beams and steel columns. (Staff Engineer at Pennoni Associates, Inc.)
DuPont Steine Haskell Research Facility, Buildings 120 and 102; Newark, Delaware
Design of concrete loading dock areas for renovation and modernization of existing building. (Staff Engineer at Pennoni Associates, Inc.)
SPORTS FACILITIES/STADIUM
PPL Park; Chester, PA
Structural design of an 18,500 seat, major league soccer stadium. The construction consisted of structural steel framing supporting concrete on metal deck at the concourse and tiered precast concrete units at the seats. A tensioned fabric membrane is supported by custom structural steel trusses that cantilever approximately 75 feet over the east and west side seats. All structural framing supported on reinforced concrete pile caps and timber piles. (Senior Engineer at Pennoni Associates, Inc.)
NOVA Care/Philadelphia Eagles Training Facility; Philadelphia, PA
Structural design of 110,000-square foot multi-purpose building. The design includes a composite steel frame supported on a grade beam and pile foundation system and the foundation for the indoor practice facility. (Staff Engineer at Pennoni Associates, Inc.)
Frawley Stadium; Wilmington, DE
Structural design for enlargement of a professional baseball stadium. The design includes three new seating and terrace structures and a Hall of Fame Museum. The design consists of pre-cast concrete plank supported on steel beams and columns. The foundation system is concrete pile caps and timber piles. (Staff Engineer at Pennoni Associates, Inc.)
LIBRARIES & GOVERNMENT FACILITIES
New Castle County Library; New Castle, Delaware
Structural design of a two-story, 40,000-square foot state of the art regional library, which also houses public meeting spaces and a cafe area. Special features of the building include an exposed hanging connection of the second floor, a clerestory, and exposed hanging canopy. The structure is composite steel beam system with steel columns on shallow foundation. (Senior Engineer at Pennoni Associates, Inc.)
Pioneer Fire Company; Jenkintown, PA
Structural design of modifications to the apparatus bay entrance to allow the use of larger equipment. Proposed modifications included installation of new steel lintel at a higher elevation and demolition of masonry walls to widen the entrance. (Senior Engineer at Pennoni Associates, Inc.)
Independent Fire Company; Jenkintown, PA
Structural design of modifications to the apparatus bay floor to allow the use of larger equipment. Modifications included demolition of the existing first floor steel beams and concrete slab, infilling of existing basement and installation of a structural slab on grade. (Senior Engineer at Pennoni Associates, Inc.)
Kadena Air Cargo Facility; Kadena Air Force Base, Okinawa, Japan
Structural design of an 18,500 SF concrete encased steel frame cargo handling facility. The design included cast-in-place concrete roof and wall systems, concrete slab and grade beam support for an automated retrieval system and deep foundations for the entire structure. (Staff Engineer at Pennoni Associates, Inc.)
Woodlawn Library, Newcastle County, DE
Structural design of a new 16,000 square foot public library. (Senior Engineer at Pennoni Associates, Inc.)
Building 481, Lakehurst Naval Air Station; Lakehurst, New Jersey
Prepared a report detailing the structural effects of an improvised explosive device on the existing building. Report included analysis of existing structure and proposed reinforcement schemes. (Staff Engineer at Pennoni Associates, Inc.)
Hangar #1 Fire Inspection, Lakehurst Naval Air Station; Lakehurst, New Jersey
Supervised material inspection and visual survey of fire damaged roof structure of Hangar #1. Recommended repairs enabling contractor to finish roof project. (Staff Engineer at Pennoni Associates, Inc.)
Building 481, Lakehurst Naval Air Station; Lakehurst, New Jersey
Completed structural design for an entrance canopy at Building 481, as well as the structural design for window replacements. (Staff Engineer at Pennoni Associates, Inc.)
Hurricane Floyd Damage and Rehabilitation, Wissahickon Creek, Fairmount Park, Philadelphia, Pennsylvania
Performed site survey and designed repairs to existing stone masonry dam structures. Work in conjunction with FEMA & Fairmount Park Commission representatives during survey phase. (Staff Engineer at Pennoni Associates, Inc.)
Horticultural Hall, Fairmount Park, Philadelphia, Pennsylvania
Structural investigation and report of capacity of the existing aluminum roof trusses and glass greenhouse system to permit installation of a new glass and sprinkler systems. (Staff Engineer at Pennoni Associates, Inc.)
Manayunk Canal Improvements; Philadelphia, Pennsylvania
Conducted site survey of the existing embankment adjacent to commercial railroad tracks. Designed steel soldier piles and timber lagging to stabilize deterioration of embankment, restoration timber boardwalks and stone masonry wall restoration. (Senior Engineer at Pennoni Associates, Inc.)
Upper Merion Facilities Building Project; Upper Merion Township, Pennsylvania
Structural design of additions to existing maintenance building. Surveyed and analyzed existing mezzanines to quantify load capacities of structural support members. (Staff Engineer at Pennoni Associates, Inc.)
Bensalem Senior Center; Bensalem, PA
Design of a one story 12,000 square foot Senior Center. Structural system consisting of light gage steel bearing structural walls with wood roof trusses and an architecturally exposed structural steel canopy. (Staff Engineer at Pennoni Associates, Inc.)
HOTEL & RECREATIONAL
Manchester Marriott, Manchester, NH.
Structural design of an 8 story hotel and waterpark. The hotel tower occupies approximately 75,000 SF. (Senior Engineer at Pennoni Associates, Inc.)
Park Place Hotel, Ocean City, Maryland
Structural design of a six-story hotel and retail facility with a porte-cochere/pool structure. Design included auger cast pile foundation, pre-cast frame & floor, masonry bearing walls and a lateral system to withstand hurricane winds. (Staff Engineer at Pennoni Associates, Inc.)
Bolero Hotel; Wildwood, NJ
Structural design of a seven story 70,000 square foot precast concrete plank and concrete masonry bearing walls. Design included a supported pool located on the fifth floor. (Senior Engineer at Pennoni Associates, Inc.)
U.S.S. New Jersey Battleship Memorial; Camden, New Jersey
Structural design of two steel towers used for access to the battleship. Design included wind moment frames and composite steel floor framing. (Staff Engineer at Pennoni Associates, Inc.)
RETAIL, COMMERCIAL & OFFICE
2040 Market Street, Philadelphia, PA
Structural analysis and design of a proposed 45 story high rise added to the top of an existing 6 story office building. Analysis consisted of computer modeling of the proposed structure and interpreting the output to design both lateral load and gravity load resisting systems that would penetrate the existing structure. (Senior Engineer at Pennoni Associates, Inc.)
Comcast Building; Shippensburg, PA
Structural design of one story 20,000 square foot office/maintenance building consisting of steel columns, beams, joist girders and joists. (Staff Engineer at Pennoni Associates, Inc.)
MISCELLANEOUS PROJECTS
Pier 82 South; Philadelphia, PA
Structural design of a pile supported, reinforced concrete pad for a mobile harbor crane. The new steel pipe piles are installed through the existing pier structure. (Senior Engineer at Pennoni Associates, Inc.)
Raytheon Aircraft Hangar, Atlantic City International Airport, Atlantic City, New Jersey
Foundation and mezzanine design for pre-manufactured aircraft hangar. Design incorporated post tensioning and other special provisions required to counteract lateral forces on foundations. (Staff Engineer at Pennoni Associates, Inc.)
Containment Dike at Citisteel, Inc.; Claymount, Delaware
Conducted survey of existing conditions at proposed project site. Designed reinforced concrete secondary containment structure around existing fuel oil tank. (Staff Engineer at Pennoni Associates, Inc.)
Our Lady of the Atonement Church and School, San Antonio, TX
Structural design of a 58,000 square foot school & church addition. The structural system included structural steel supported on perimeter reinforced concrete tilt-wall bearing walls. The facility includes the enlarged church with two “stacked” tilt-wall steeple towers, classrooms, cafeteria, gymnasium, and administrative space. (Senior Engineer at Pennoni Associates, Inc.)
Franklin Middle School, Nutley, NJ
Structural design of a two story classroom addition and a new 14,000 square foot gymnasium facility. The roof of the gymnasium consisted of arched steel roof trusses supported by custom structural steel long span trusses providing a column free space. Structural modifications to the existing structure included the installation of a new intermediate floor in the existing gymnasium and new arched roof trusses at a higher elevation. (Senior Engineer at Pennoni Associates, Inc.)
Smalley Elementary School, Bound Brook School District, Bound Brook, NJ
Structural design of a one story, 8,000 square foot classroom addition. The structural system consisted of steel roof joists supported on concrete masonry bearing walls and shallow concrete foundations. (Senior Engineer at Pennoni Associates, Inc.)
Augusta Kindergarten School, Irvington, NJ
Structural design of a two story, 30,000 square foot classroom addition. The structural system consisted of precast concrete plank supported on concrete masonry bearing walls and shallow concrete foundations. (Staff Engineer at Pennoni Associates, Inc.)
A.I. DuPont High Additions, Red Clay School District, Greenville, DE
Structural design of auditorium/theatre and classroom additions to the existing school. (Staff Engineer at Pennoni Associates, Inc.)
South Middleton Middle School; Boiling Springs, Pennsylvania
Structural design of a two-story, 107,000 square foot school building, which included classrooms, a gymnasium, cafeteria, and a library. The structural components are concrete slabs on metal deck supported on steel joists, CMU bearing walls and shallow foundations. (Staff Engineer at Pennoni Associates, Inc.)
Twin Valley High School Additions; Elverson, Pennsylvania
Structural design of 68,000 square feet of additions and design of major structural renovations of an existing 156,000 square foot school building. The additions included classrooms and gymnasiums. The renovations required extensive modifications to the existing structure, including relocating columns and major framing. (Staff Engineer at Pennoni Associates, Inc.)
Milton Hershey School – Cocoa Cove at Spartan Center; Hershey, PA
Structural design of a covered 2200 square foot pavilion/pump house and a 2500 square foot restroom facility. (Staff Engineer at Pennoni Associates, Inc.)
UNIVERSITIES
New Health Sciences Building, Arcadia University (formerly Beaver College); Glenside, PA
Structural design of a new three story, 34,000-square foot academic building housing classrooms and a ninety-foot long pedestrian bridge. The foundations are caissons and grade beams supporting the first floor is a structural slab. The structural components of the upper floor are pre-cast concrete plank on CMU bearing walls. The pedestrian bridge connects the new building with the existing Health Sciences building. The support structure consists of cantilevered steel columns supporting precast concrete double-tees with a steel canopy. (Staff Engineer at Pennoni Associates, Inc.)
Ceddia Union Building, Shippensburg University, Shippensburg, PA
Structural design of a two story, 50,000 square foot addition to the existing student union center.
PARKING GARAGES
Scranton Parking Garage, Scranton, PA.
Structural design of an eight story, 450 parking space garage. The structural system consists of steel columns and beams supporting post-tensioned concrete floor slabs on a reinforced concrete mat foundation. The superstructure is braced by steel diagonal braces and the sloped ramping floor system. (Staff Engineer at Pennoni Associates, Inc.)
St. Luke’s Hospital Parking Garage, Newburgh, NY.
Structural design of a five-level, 538 car parking structure. The structural system consisted of steel columns and beams supporting post-tensioned concrete floor slabs. The superstructure is braced by steel diagonal braces and the sloped ramping floor system. The structure incorporates an 80 foot enclosed pedestrian bridge linking the garage to the hospital and to an enclosed pedestrian link for street access. (Senior Engineer at Pennoni Associates, Inc.)
RESIDENTIAL & HOUSING
Pearl Condominiums; Philadelphia, PA
Structural design of a 134,000 square foot, 6 story residential structure with retail at the ground floor. The framing of the structure consisted of concrete plank on metal stud bearing walls for supported by a steel beam and reinforced masonry wall transfer level at the 2nd floor. The structures foundation consisted on drilled piers and reinforced concrete grade beams. (Senior Engineer at Pennoni Associates, Inc.)
1101 North Delaware Avenue, Philadelphia, PA
Structural analysis and computer modeling of a proposed 36 story high rise along the Delaware River. Proposed structure was analyzed for both lateral and gravity loading. (Senior Engineer at Pennoni Associates, Inc.)
Philadelphia River City, Philadelphia, PA.
Preliminary structural analysis and design for a feasibility study to construct 10 – 40 to 60 story residential and office towers over an active commuter rail line. The study is identifying the load support systems required at street level and above the tracks. (Senior Engineer at Pennoni Associates, Inc.)
Hialeah Condominiums, Wildwood, NJ
Structural design of a 68,000 square foot (4) four story wood framing residential structure. Structure also had a swimming pool with an open sun deck on the second floor. (Senior Engineer at Pennoni Associates, Inc.)
101 Walnut Condominium, Philadelphia, PA
Structural design of a 12 story luxury condominium building with floor areas of approximately 3,000 square feet. Entirely cast-in-place concrete design covers storage basement, typical units, 12’ cantilevered slab balconies, helical dual-entry stair and a two-level penthouse with rooftop pool. (Senior Engineer at Pennoni Associates, Inc.)
Umbria Village, Philadelphia, PA.
Preliminary structural design of 8 – 8 to 12 story residential buildings. Design included roof, floor and column framing, the lateral load resisting system(s) and the foundation system. (Senior Engineer at Pennoni Associates, Inc.)
Portside Residences at Pier 28, Philadelphia, PA.
Preliminary structural design of a foundation system for a 16‑story residential building to be constructed over the Delaware River. The system minimizes the requirement for construction in the river from barges. (Senior Engineer at Pennoni Associates, Inc.)
Meredith Bay Condominiums, Meredith, NH.
Structural design of a two-story 60,000 SF wood framed residential building in a heavy snow region. (Senior Engineer at Pennoni Associates, Inc.)
Moravian Village; Bethlehem, PA
Structural design of a 350,000 square foot facility consisting of a four story apartment, two story elderly care building and one story dining/congregate buildings. Structural systems included structural steel with precast concrete plank, composite steel beams with steel columns, and composite steel joists with cold formed metal bearing walls. (Senior Engineer at Pennoni Associates, Inc.)
MEDICAL & PHARMACEUTICAL
Merck Varicella Building 12A Expansion; West Point, PA
Structural steel design and RAM structural model creation of a 3-story, 60 foot high, 40,000 square foot addition to existing production facilities. Design included incorporating the installation of existing equipment into new building design and post-installing equipment through elevated building openings. (Senior Engineer at Pennoni Associates, Inc.)
Bayer QA Laboratory Addition; Myerstown, PA
Structural design and document preparation for a BOD (Basis of Design) for a 2-story 26,000 square foot addition. Schematic drawings were expedited to provide the client with a basis on which to evaluate cost and feasibility. The final building configuration to be constructed was a one story, 18,000 square foot structure. (Senior Engineer at Pennoni Associates, Inc.)
Episcopal Hospital Power Plant Upgrade; Philadelphia, PA
Structural design of repairs and modifications to existing facilities buildings and utility tunnel. Work to the utility tunnel included concrete, masonry and steel repairs and installation of a waterproofing system. (Senior Engineer at Pennoni Associates, Inc.)
B Braun Medical - Injection Molding Expansion; Allentown, PA
Structural design of a new 40,000 square foot two story injection molding building. Structural design includes 60 foot clear span floor and roof with heavy mechanical equipment loading. The design of the structural system also incorporated provisions for an overhead crane. (Senior Engineer at Pennoni Associates, Inc.)
Shore Memorial Cancer Care Center; Sommers Point, New Jersey
Structural design of a three story 30,000 square foot cancer treatment facility with concrete vault for a linear accelerator. Structural system consisting of composite steel beams and steel columns. (Staff Engineer at Pennoni Associates, Inc.)
DuPont Steine Haskell Research Facility, Buildings 120 and 102; Newark, Delaware
Design of concrete loading dock areas for renovation and modernization of existing building. (Staff Engineer at Pennoni Associates, Inc.)
SPORTS FACILITIES/STADIUM
PPL Park; Chester, PA
Structural design of an 18,500 seat, major league soccer stadium. The construction consisted of structural steel framing supporting concrete on metal deck at the concourse and tiered precast concrete units at the seats. A tensioned fabric membrane is supported by custom structural steel trusses that cantilever approximately 75 feet over the east and west side seats. All structural framing supported on reinforced concrete pile caps and timber piles. (Senior Engineer at Pennoni Associates, Inc.)
NOVA Care/Philadelphia Eagles Training Facility; Philadelphia, PA
Structural design of 110,000-square foot multi-purpose building. The design includes a composite steel frame supported on a grade beam and pile foundation system and the foundation for the indoor practice facility. (Staff Engineer at Pennoni Associates, Inc.)
Frawley Stadium; Wilmington, DE
Structural design for enlargement of a professional baseball stadium. The design includes three new seating and terrace structures and a Hall of Fame Museum. The design consists of pre-cast concrete plank supported on steel beams and columns. The foundation system is concrete pile caps and timber piles. (Staff Engineer at Pennoni Associates, Inc.)
LIBRARIES & GOVERNMENT FACILITIES
New Castle County Library; New Castle, Delaware
Structural design of a two-story, 40,000-square foot state of the art regional library, which also houses public meeting spaces and a cafe area. Special features of the building include an exposed hanging connection of the second floor, a clerestory, and exposed hanging canopy. The structure is composite steel beam system with steel columns on shallow foundation. (Senior Engineer at Pennoni Associates, Inc.)
Pioneer Fire Company; Jenkintown, PA
Structural design of modifications to the apparatus bay entrance to allow the use of larger equipment. Proposed modifications included installation of new steel lintel at a higher elevation and demolition of masonry walls to widen the entrance. (Senior Engineer at Pennoni Associates, Inc.)
Independent Fire Company; Jenkintown, PA
Structural design of modifications to the apparatus bay floor to allow the use of larger equipment. Modifications included demolition of the existing first floor steel beams and concrete slab, infilling of existing basement and installation of a structural slab on grade. (Senior Engineer at Pennoni Associates, Inc.)
Kadena Air Cargo Facility; Kadena Air Force Base, Okinawa, Japan
Structural design of an 18,500 SF concrete encased steel frame cargo handling facility. The design included cast-in-place concrete roof and wall systems, concrete slab and grade beam support for an automated retrieval system and deep foundations for the entire structure. (Staff Engineer at Pennoni Associates, Inc.)
Woodlawn Library, Newcastle County, DE
Structural design of a new 16,000 square foot public library. (Senior Engineer at Pennoni Associates, Inc.)
Building 481, Lakehurst Naval Air Station; Lakehurst, New Jersey
Prepared a report detailing the structural effects of an improvised explosive device on the existing building. Report included analysis of existing structure and proposed reinforcement schemes. (Staff Engineer at Pennoni Associates, Inc.)
Hangar #1 Fire Inspection, Lakehurst Naval Air Station; Lakehurst, New Jersey
Supervised material inspection and visual survey of fire damaged roof structure of Hangar #1. Recommended repairs enabling contractor to finish roof project. (Staff Engineer at Pennoni Associates, Inc.)
Building 481, Lakehurst Naval Air Station; Lakehurst, New Jersey
Completed structural design for an entrance canopy at Building 481, as well as the structural design for window replacements. (Staff Engineer at Pennoni Associates, Inc.)
Hurricane Floyd Damage and Rehabilitation, Wissahickon Creek, Fairmount Park, Philadelphia, Pennsylvania
Performed site survey and designed repairs to existing stone masonry dam structures. Work in conjunction with FEMA & Fairmount Park Commission representatives during survey phase. (Staff Engineer at Pennoni Associates, Inc.)
Horticultural Hall, Fairmount Park, Philadelphia, Pennsylvania
Structural investigation and report of capacity of the existing aluminum roof trusses and glass greenhouse system to permit installation of a new glass and sprinkler systems. (Staff Engineer at Pennoni Associates, Inc.)
Manayunk Canal Improvements; Philadelphia, Pennsylvania
Conducted site survey of the existing embankment adjacent to commercial railroad tracks. Designed steel soldier piles and timber lagging to stabilize deterioration of embankment, restoration timber boardwalks and stone masonry wall restoration. (Senior Engineer at Pennoni Associates, Inc.)
Upper Merion Facilities Building Project; Upper Merion Township, Pennsylvania
Structural design of additions to existing maintenance building. Surveyed and analyzed existing mezzanines to quantify load capacities of structural support members. (Staff Engineer at Pennoni Associates, Inc.)
Bensalem Senior Center; Bensalem, PA
Design of a one story 12,000 square foot Senior Center. Structural system consisting of light gage steel bearing structural walls with wood roof trusses and an architecturally exposed structural steel canopy. (Staff Engineer at Pennoni Associates, Inc.)
HOTEL & RECREATIONAL
Manchester Marriott, Manchester, NH.
Structural design of an 8 story hotel and waterpark. The hotel tower occupies approximately 75,000 SF. (Senior Engineer at Pennoni Associates, Inc.)
Park Place Hotel, Ocean City, Maryland
Structural design of a six-story hotel and retail facility with a porte-cochere/pool structure. Design included auger cast pile foundation, pre-cast frame & floor, masonry bearing walls and a lateral system to withstand hurricane winds. (Staff Engineer at Pennoni Associates, Inc.)
Bolero Hotel; Wildwood, NJ
Structural design of a seven story 70,000 square foot precast concrete plank and concrete masonry bearing walls. Design included a supported pool located on the fifth floor. (Senior Engineer at Pennoni Associates, Inc.)
U.S.S. New Jersey Battleship Memorial; Camden, New Jersey
Structural design of two steel towers used for access to the battleship. Design included wind moment frames and composite steel floor framing. (Staff Engineer at Pennoni Associates, Inc.)
RETAIL, COMMERCIAL & OFFICE
2040 Market Street, Philadelphia, PA
Structural analysis and design of a proposed 45 story high rise added to the top of an existing 6 story office building. Analysis consisted of computer modeling of the proposed structure and interpreting the output to design both lateral load and gravity load resisting systems that would penetrate the existing structure. (Senior Engineer at Pennoni Associates, Inc.)
Comcast Building; Shippensburg, PA
Structural design of one story 20,000 square foot office/maintenance building consisting of steel columns, beams, joist girders and joists. (Staff Engineer at Pennoni Associates, Inc.)
MISCELLANEOUS PROJECTS
Pier 82 South; Philadelphia, PA
Structural design of a pile supported, reinforced concrete pad for a mobile harbor crane. The new steel pipe piles are installed through the existing pier structure. (Senior Engineer at Pennoni Associates, Inc.)
Raytheon Aircraft Hangar, Atlantic City International Airport, Atlantic City, New Jersey
Foundation and mezzanine design for pre-manufactured aircraft hangar. Design incorporated post tensioning and other special provisions required to counteract lateral forces on foundations. (Staff Engineer at Pennoni Associates, Inc.)
Containment Dike at Citisteel, Inc.; Claymount, Delaware
Conducted survey of existing conditions at proposed project site. Designed reinforced concrete secondary containment structure around existing fuel oil tank. (Staff Engineer at Pennoni Associates, Inc.)