Joshua R. Thompson

Construction Management
Teachers Education and Technology Center At Salisbury University

1120 South Salisbury, RD

Salisbury, MD 21801

Rendering
This is a student-generated Capstone Project e-Portfolio (CPEP) produced in conjunction with the AE Senior Thesis e-Studio.

Building Statistics

General Building Data
Building Name: Teachers Education and Technology Center at Salisbury University
Location and Site: Salisbury, MD; Salisbury University
Building Occupant Name: Salisbury University; University of Maryland
Occupancy: Higher Education /Mixed Use
Size: 165,000 ft2
Number of Stories Above Grade: 3
Owner: University of Maryland
General Contactor: Holder Construction Company

Website:www.holderconstruction.com
Architect: Ayers Saint Gross
Engineers:
            Civil: Constellation Design Group Inc.
            Mechanical & Plumbing: Mueller Associates Inc.
            Structural: Hope Furrer Associates Inc.
            Electrical: Paulco Engineering Inc.        
Dates of Construction: Start- 7/24/06; End- 10/24/08; Substantial Completion- 7/23/08
Overall Project Cost: $47.2 Million
Project Delivery Method: Construction Management at Risk

Architecture:
            The Teacher Education and Technology Center consists of three levels of lecture/classroom spaces, faculty offices, and laboratory spaces. The main architectural feature of the building is the curved corner colonnade, mimicking the curve of the street corner the building sits on. The “S” shaped building footprint creates a large courtyard space shielded front the busy street. A stairwell tower located on the southwest corner of the building is an added feature to the back of the building.

Building Envelope:
            The Teacher Education and Technology Center roofing system consists of a combination of an interior flat roof and a perimeter gable roof. The entire systems utilizes “W” shape steel framing and trusses with metal decking. Holder Construction Company has priced both a standing seam aluminum roof and an architectural shingled roof. The owner is currently evaluating both systems.
            The building exterior walls consist of both brick and architectural pre-cast concrete panels. An 8” cold formed metal stud system, with rigid insulation, backs both of these systems throughout the entire building. The majority of the building utilizes “punch-out” windows with the exception of the corner colonnade, back side stairwell tower, and courtyard “porch”. These areas of the building utilize full height windows, broken by pre-cast concrete panels, that increase the amount of natural daylight in the building.

Building Codes Implemented:
IBC 2000
NFPA 101, 2000 Edition
Maryland Accessibility Code: COMAR 05.02.02
Americans with Disabilities Act 1990

Zoning:
Allowable Height:
55 ft.- 4 Stories
75 ft.- 5 Stories Permitted Including Sprinkler Increase

Allowable Base Tabular Area:
23,000 SF Per Floor
69,000 SF Permitted Including 200% Sprinkler Increase

 

Senior Thesis | The Pennsylvania State University | Architectural Engineering | AE Lab ||
This Page was last updated on October 3, 2006 , By Joshua R. Thompson and is hosted by the AE Department ©2005