WILLIAMSTOWN ELEMENTARY SCHOOL
GREEN SCHOOL TOUR 2003
FACT SHEET

  • Centrally located 89,000 square foot facility (48,287 sq ft footprint) replacing a 103,000 square foot inefficient old facility.
  • 24 KW photovoltaic system being installed on the roof in Fall 2003.
  • Building oriented to maximize southern roof exposure to maximize performance of solar panels.
  • Siting of building on northwest corner of property creating a microclimate that takes advantage of sunshine and buffers outside play areas from prevailing winds.
  • Preservation of natural features of the site, including a rocky outcropping at the west of the site retained as a wild area for the outdoor classroom space. A variety of habitats including a meadow, mini-forest, vernal pool and school garden preserved or planned to enhance the science
    curriculum.
  • Facility designed to increase north/south exposure for daylighting. Daylighting systems designed to avoid excess heat loss or gain and to minimize glare.
  • Low-E windows with internal blinds selected to avoid glare and reduce excess heat.
  • Differential light switching system in classrooms to minimize wasted electric light when daylight will illuminate portions of a room.
  • Low/zero VOC (Volatile Organic Compound) paints and finishes used.
  • Carpeting in the facility is a “product of service,” which means it will be recycled by the manufacturer once it wears out.
  • Avoidance of underground fuel storage tanks, especially important because the site is located in a well-head protection district.
  • Energy efficient lighting used throughout the facility including high efficiency lamps and fixtures and occupancy sensors for restrooms.
  • Heat recovery ventilation units installed to reduce energy costs.
  • High levels of insulation: Walls: approximately R-13, Roof: approximately R-28.
  • Construction is masonry bearing wall with steel frame roof and floors allowing continuous insulation envelope without interruption and thermal bridges common to steel structures. Wall insulation fully overlaps the roof insulation. The air infiltration barrier also overlaps the juncture of wall to roof to insure tightness of the envelope.
  • Site parking drainage designed for infiltration within the site except for at-peak flow periods.
  • Site drainage designed not to exceed existing flows to town storm water system.
  • Two story design results in smaller footprint and lower impact to site.

Architect:
Margo Jones Associates
308 Main St., 3rd Floor
Greenfield, MA 01301

Project Manager:
Peter Fohlin, Town Manager
Town of Williamstown
31 North St.
Williamstown, MA 01267

General Contractor:
David Tierney, Jr., Inc.
169 Gayle Avenue
Pittsfield, MA 01201

Clerk of the Works:
Peter DalZovo
43 Hummingbird Lane
West Springfield, MA 01089

PV Consultant:
BPVS
Chris Kilfoyle
46 Howland Ave.
Adams, MA 01220

Environmental Consultant:
Nancy Nylen, Associate Director
Center for Ecological Technology
112 Elm St.
Pittsfield, MA 01201