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TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11<br />

obstructed. Provide supplemental heads beneath all obstructions if necessary to meet NFPA and<br />

Owner’s insuring company requirements.<br />

F. Beyond all other requirements, the Owner reserves the right to require relocation of all sprinkler<br />

components where the installation is, in his opinion, vulnerable to operational damage. Such<br />

relocation shall be performed by the Contractor and shall not be the basis for additional<br />

compensation.<br />

3.2 PIPE AND CONDUIT PENETRATIONS<br />

A. Masonry<br />

1. This Contractor shall locate and provide sleeves to the Division 4 masonry subcontractor<br />

for his inclusion prior to construction of the wall. If penetrations are within existing<br />

surfaces, or if this Contractor does not comply with these requirements, it shall be his<br />

responsibility to cut the opening, install and grout the sleeve in place, and provide a wall<br />

finish that matches the existing finish at no extra cost to the Contract.<br />

2. The length of the sleeve shall be full wall thickness and the diameter shall be determined<br />

by providing as small a space between the pipe O.D. and the sleeve I.D. as is possible.<br />

This space shall be packed with oakum or fiberglass insulation. Sealant shall be installed<br />

to close off this space on both sides of the wall by spanning the distance from the sleeve<br />

to the pipe.<br />

3.3 FLUSHING<br />

3.4 TESTS<br />

A. Pipework installed under this Contract shall be flushed in accordance with NFPA<br />

recommendations.<br />

A. Immediately before any hydrostatic testing or water fill, a preliminary pneumatic test of 10 psig for<br />

5 minutes shall be performed as a measure to indicate no piping has been left open.<br />

B. No water shall be introduced into the piping system until the piping has been pressure tested.<br />

Piping installed under this Section shall be hydrostatically tested at not less than 200 psig for a<br />

minimum of two hours, or 50 psig above the static pressure where the static pressure exceeds 150<br />

psig for two hours. Leaks shall be repaired immediately and the entire test repeated until the joints<br />

are proven tight. Caulking of joints shall not be permitted. At the completion of the successful test,<br />

all pipework shall be flushed clean.<br />

C. Gauges, pumps, temporary strainers, other equipment necessary for protection of the system, and<br />

other equipment necessary for all tests shall be furnished by the Contractor.<br />

D. Tests of concealed piping must be made before piping is concealed. Pipes shall be proven tight in<br />

the presence of an authorized representative of the Owner. The Engineer shall be notified in<br />

writing a minimum of five days prior to the test.<br />

E. Install strainers, etc., as may be required to properly protect equipment from sediment, debris, etc.<br />

in the piping system. Where permanent strainers are not shown, temporary strainers may be<br />

required for use during start-up.<br />

FIRE PROTECTION 15550-9

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