Lutherock Worship Facility
Located in Newland, North Carolina. 2 story steel & timber frame.
Located in Newland, North Carolina. 2 story steel & timber frame.




Located in Charlotte, North Carolina.





Located in Randleman, North Carolina. Consists of 15+ steel structures and 16 wood framed cabins.








Located in Fort Mill, South Carolina within the Baxter Development. Glulam beams framing over Natatorium and high story steel framed structures for gym totaling 55,000 square feet.




Designed with steel frame with both masonry walls and cable bracing for lateral stability across windows. Proprietary steel trusses supporting tongue & grove wood roof decking.





Located in Kannapolis, North Carolina.




Located in Rock Hill, South Carolina within the Riverwalk Development. Steel and concrete composite design. Roof designed with tongue and groove wood decking over radius beams.




Located in Charlotte, North Carolina. Exiting grocery store converted into fitness center requiring column removal for basketball courts. Existing steel beams were utilized to design steel trusses to support the roof across 68′-0″ plus span.



Outdoor cycling track
The Westin YMCA facility is located in Fort Mill, SC within the Baxter community. The (2) story 55,000 sqft facility is constructed with (3) different framing systems isolated by expansion joints. The site requirements dictated higher that normal seismic design. Design began in June 2003 and construction completion is scheduled for June 2005.
The Natatorium is constructed with concrete column and beam moment frames with block infill. The roof of the Natatorium is framed with glulam timber spans of 64’-0” and the roof sheathing is wood decking with plywood sheathing on top for added diaphragm stiffness.
The 30’-0” high story Gym structure is constructed of steel columns and joist girders with infill joists within the bays at the roof. The lateral system is constructed of 12” masonry block located between, and attached to, the support columns. The structural design includes the addition of a future running track at a mezzanine level all around the interior of the gym structure. The track will be supported by the designed girders above in the roof system.
The (2) story multi purpose main structure is constructed with steel and concrete composite framing. The lateral system is composed of moment frames in the beam and column bays. The roof framing is composed of mainly steel bar joists. The second floor is designed for special vibration requirements to reduce the effects of rhythmic activity such as aerobics or dance having effect on people in the next bay of framing that may be weightlifting or performing administrative functions.