University of Kentucky "The 90" South Commons Dining Facility

Architect: Ross Tarrant ArchitectsArchitect: Ross Tarrant Architects

Architect: Ross Tarrant ArchitectsArchitect: Ross Tarrant Architects

A new fast-track, $35.0 M, 2-story, 82,000 sq ft dining facility with second floor classroom and office space.  Structure consists of structural steel framing supported on concrete spread footing foundations.

 
 

University of Kentucky Gatton School of Business & Economics

Architect: Ross Tarrant Architects

Architect: Ross Tarrant Architects

A $65.0 M, 3-story renovation and addition to the Business and Economic Building. The steel structure is designed to span over an existing underground storm water retention cavern.

 
 

University of Pikeville Health Professions Education Facility

Architect: Trivers Associates

Architect: Trivers Associates

A new $45.0 M, 7-story health education facility.  The building structure utilizes a structural steel frame with composite steel beams and wide flange columns.  The lateral resisting system utilizes the concrete shear walls in conjunction with moment frames (connections of bolted end-plate connections designed by Brown + Kubican).  The south façade steps inward necessitating the use of plate girders at the third level to support the floors above.  The plate girders also cope up to 18” from the 33” maximum depth to accommodate a waterproofed double-slab system at an outdoor terrace.  Interior floor slabs are recessed for topping slabs to be polished.  The seventh-story is open without interior columns for use as an assembly space.

The structure is situated into a steep hillside with minimal clearance to the Record Memorial Building to the east and to Sycamore Street to the north.  The excavation required an approximate 260 lf by 28 feet tall pile and lagging wall with tiebacks to support the street and allow for excavation to the bedrock shelf which was designed by Brown+Kubican, PSC to coordinate with the building foundations.  From that level the bedrock was drilled, presplit and excavated to a strict tolerance so as to minimize subsequent backfill.  To accommodate the site relief the structure is terraced into the hillside at the 5th story to incorporate a necessary soil excavation and retainage up to Sycamore Street into the building space for minimal additional cost.  The building structure utilizes cast-in-place concrete walls supported by rock anchors up to the 5th story.  The sixth story and outlying connector utilize concrete foundation walls braced by buttress walls.  A one-story connector to the adjoining structure likewise uses a combination of cantilever and buttressed walls to resist 2-stories of grade differential.

 
 

University of Kentucky Center for Applied Energy Research (CAER)

Architect: Murphy + Graves

Architect: Murphy + Graves

A 2-story, steel frame building with offices and laboratories for battery, solar and bio-fuel research. The building is founded on grade beams and rock bearing reinforced concrete drilled piers.

 
 

Eastern Kentucky University New Residence Hall

Architect: Ross Tarrant Architects

Architect: Ross Tarrant Architects

A new $17.0 M, 85,000 sq ft, 4-story residence hall constructed with hollow core precast concrete floor and roof slabs on load-bearing insulated concrete form walls.

 
 

Transylvania University New Residence Hall

Architect: Johnson Early Architects & Contractor: Brett Construction

Architect: Johnson Early Architects & Contractor: Brett Construction

Transylvania University constructed this new 4-story, 144-bed residence hall as the first phase of a 4 dormitory replacement project.  The project is arranged in a fast-track, design-build methodology.  After selection and engagement by Owner, site and foundation package permitting is being obtained after only 3 weeks (June 2, 2014) with final full design complete following only an additional 4 weeks.

 
 

Morehead State University Andrews Hall

Architect: Sherman Carter Barnhart

Architect: Sherman Carter Barnhart

A new, $22.0 M, 4-story, 150,000 sq ft wood framed residence hall.

 
 

Morehead State University East Parking Structure and Dining Facility

 
 
Architect: EOP Architects

Architect: EOP Architects

A new, $8.0 M, 25,000 sq ft dining facility elevated over surface parking below plus a new, $7.0 M, 250 car, 3-story concrete parking structure.

Kentucky State University Young Hall

Architect: EOP Architects

Architect: EOP Architects

This project is a loadbearing precast and masonry wall system utilizing precast concrete hollow-core plank floor construction.  A steel frame with transfer girders occur at the second floor to achieve large open common rooms at the ground floor.

 
 

Midway College Starks Hall Learning Resource Center

Architect: Ross Tarrant Architects

Architect: Ross Tarrant Architects

A new $3.0 M, 3-story Learning Resource Center consisted of three floors totaling approximately 32,000 sq ft.  It is a steel frame structure utilizing composite steel beam construction.  The lateral load resisting system for the building utilizes ordinary steel concentrically braced frame. 

 
 

Cumberland College New Science Building

Architect: Johnson Early Architects

Architect: Johnson Early Architects

A $5.3 M, 2-story, 28,000 sq ft steel frame structure with laboratories, classrooms and offices.  The building was designed to replicate Thomas Jefferson’s Monticello.

 
 

Western Kentucky University Owensboro

Architect: Ross Tarrant Architects

Architect: Ross Tarrant Architects

This project is a steel frame structure utilizing composite steel beam construction.  The foundation system consists of shallow spread footings on soil.  The lateral force resisting system utilizes concentrically braced frames.

 
 

GCTC Center for Advanced Manufacturing

Architect: Omni Architects

Architect: Omni Architects

A new 3-story, steel frame building with classrooms, laboratories and offices at the Florence Campus of Gateway Community College. 

 
 

ECTC Postsecondary Education Phase II

Architect: Clotfelter-Samokar

Architect: Clotfelter-Samokar

This project consisted of three floors totaling approximately 82,000 sq ft to infill and bridge between two existing buildings on campus.  It is a steel frame structure utilizing composite steel beam construction.  A full story deep truss spans approximately 90 ft to support the third floor and roof while providing column free space to a tiered classroom below.

 
 

Madisonville CTC Technology Center

Architect: Myers Jolly Architects

Architect: Myers Jolly Architects

A new $16.0 M, 2-story,76,000 sq ft laboratory and classroom building with steel frame and lateral force resisting system of concentrically braced frames.  

 
 

Mary Todd Elementary School

Architect: Murphy + Graves

Architect: Murphy + Graves

A 1-story, 4,300 sq ft Media Center and Vestibule addition and renovation of the existing 64,000 sq ft gymnasium, classrooms, administration offices and cafeteria. It is a load-bearing masonry wall structure with steel joists and roof deck. The project includes a new 2-story entry structure. 

 
 

Liberty Elementary School - Lexington, Kentucky

Architect: EOP Architects

Architect: EOP Architects

The project consisted of a new $11.4 M, 1-story with mezzanines, 81,000 sq ft elementary school.  The facility uses load-bearing concrete masonry walls and a partial steel frame to support a steel joist roof structure.  The lateral resisting building system utilizes ordinary reinforced masonry shear walls.

 
 

Garrett Morgan Elementary

Architect: Moody Nolan

Architect: Moody Nolan

A $15.0 M, 73,000 sq ft new elementary school constructed for Fayette County Public Schools.  Typical structure consists of metal deck roof system spanning to steel joists supported by load bearing masonry walls.  At each classroom wing, the center corridor is capped with a concrete slab above ceiling level to create a “hardened” corridor.  Exposed acoustical roof deck is utilized in the cafeteria, gym, and media center spaces.  Foundations for the structure consist of soil bearing spread footings and continuous strip footings. 

 
 

Harlan High School - Harlan, Kentucky

Architect: Clotfelter-Samokar

Architect: Clotfelter-Samokar

New $32.0 M, 3-story, 265,000 sq ft facility with load-bearing concrete masonry wall, steel frame, and precast hollow-core plank and double tee floor structure.  Facility includes classrooms, offices, laboratories, library, auditorium and gymnasium.

 
 

Fairview High School

Architect: Nomi Design

Architect: Nomi Design

A $7.5 M 16,000 sf renovation and 11,170 sf addition to the existing High School.  The project included a phased implementation to consolidate the middle and high school,  relocate the media center to the cafeteria, and convert the administration area to the new cafeteria.  The exchange took advantage of location and structure heights to increase natural light and flexibility.  The existing facility had both high-volume, exposed-structure and low-volume with ceilings requiring strict coordination between engineering disciplines.

The addition utilized masonry bearing walls, a conventional steel frame, and wood fiber acoustical deck.  Certain foundation and structural elements utilized architectural concrete with smooth formed and rubbed finish.

 
 

Knox Central High School - Barbourville, Kentucky

Architect: Clotfelter-Samokar

Architect: Clotfelter-Samokar

The classroom and office wings utilize composite steel beams at the second floor and steel joists for the roof bearing on concrete masonry walls.  The use of composite beams instead of the more traditional steel joist construction is estimated to save more than $50,000 in structure costs and will provide a structure which exhibits less vibrations under foot traffic. 

 
 

Advanced Manufacturing Facility BCTC Georgetown Campus

Architect: Omni Architects

Architect: Omni Architects

A $16.8 M, 2-story, 79,600 sq ft steel frame building with classrooms, laboratories and offices at the Georgetown Campus of Bluegrass Community and Technical College.