Community College of Allegheny County OCS Security Camera System Pittsburgh, PA
L. Cutting of the construction excessively or carelessly done shall be repaired to match the original work by this Contractor and to the satisfaction of the Architect who will make the final decision with respect to excessive or careless cutting work. M. The submissions are the Contractor's documents and the Architect's and Engineer's approval constitutes an acknowledgment that the documents have been submitted and nothing more. It is the Contractor's responsibility to check his own submissions for compliance with the Contract Documents and job conditions.
1.6
GENERAL PROJECT REQUIREMENTS
A. This Contractor shall include all inspection fees as required by the local municipality, along with coordinating inspector visits in a timely manner. B. Provide protection of all existing structures, flooring, equipment, finishes, landscaping, insulation, etc. from damage resulting from the work of this Contract. Repair any damage promptly to the satisfaction of the Architect and Owner. C. Provide painting for “touch up” that will be required to restore “factory finished” equipment and material to its original condition in the event of damage. D. Provide any housekeeping and equipment pads required for equipment (interior or exterior) that are required for the work of this Contract. E. Perform the necessary on-site discovery process in order to understand all existing systems currently in use. F. Assist in resolving and scheduling any power outages. A two (2) week notice shall be given in the event an outage must occur. All outages shall be kept to a minimum and shall be approved by the Owner.
PART 2 - PRODUCTS
2.1
SLEEVES FOR PATHWAYS AND CABLES
A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel, plain ends. B. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. C. Sleeves for Rectangular Openings: Galvanized sheet steel. 1. Minimum Metal Thickness:
270500-3
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