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Conceptual Master Plan - Emeryville Center of Community Life

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CONCEPTUAL DESIGN January 9, 2009<br />

<strong>Emeryville</strong> <strong>Center</strong> <strong>of</strong> <strong>Community</strong> <strong>Life</strong><br />

estimated at 24 feet by 24 feet and obviously will have to be placed 25 feet way from outside<br />

air intakes or future operable windows on the ro<strong>of</strong>.<br />

Other exhaust systems will be provided for restrooms, janitor rooms, etc.<br />

K-6 NEIGHBORHOOD BUILDING<br />

The building will be heated and ventilated only with one fan coil unit per classroom. Each 1,400<br />

cfm fan coil unit ( horizontal or vertical) will have a full size economizer, supply fan and heating<br />

coil. The outside air will be brought in through louvers in the façade or from two central shafts<br />

from the ro<strong>of</strong>. For the side louver option, each classroom will require 3 sqft net area <strong>of</strong> intake<br />

louver and 3 sqft net free area <strong>of</strong> relief louver. If the central intake is used, two shafts <strong>of</strong> 70 sqft<br />

net area will be required. If the relief is vertical also, two additional shafts will be required. The<br />

computer labs will be air conditioned with split systems<br />

Other exhaust systems will be provided for restrooms, janitor rooms, etc.<br />

ENERGY MANAGEMENT SYSTEM<br />

A fully integrated DDC open protocol system will be provided for the entire campus HVAC<br />

systems including lighting controls, and room occupancy sensors for HVAC systems automatic<br />

shut down.<br />

4. PLUMBING<br />

GENERAL<br />

Plumbing work shall be in accordance with the 2007 edition <strong>of</strong> CPC, EBMUD Section31 and all<br />

other federal, state and local requirements.<br />

SCOPE OF WORK<br />

Storm water drainage systems<br />

Sanitary waste and vent systems serving the plumbing fixtures and equipment<br />

Domestic cold water systems<br />

Domestic hot water systems<br />

Natural gas systems<br />

STORM WATER DRAINAGE SYSTEMS<br />

A complete storm water drainage system will be provided including connections to site storm<br />

sewers, rainwater leaders, primary and overflow ro<strong>of</strong> drains and area drains, planter drains.<br />

Rainwater leaders and storm drains will be designed for gravity flow to site storm sewers. Areas<br />

below grade will be drained to sump pumps and pumped the building drains. The underground<br />

parking structure drainange will be drained through an oil and sand interceptor.<br />

The existing site storm drainage system will be reconfigured to serve the new buildings and will<br />

be connected to the relocated Temescal Creek Culvert.<br />

A study regarding the feasibility <strong>of</strong> storm water retention on site for use <strong>of</strong> gray water will be<br />

performed during the design phase.<br />

SANITARY WASTE AND VENT SYSTEMS<br />

Outline Specifications- 63

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