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Inasmuch as all anchorage of equipment is to be made of poured-in-place concrete elements, it <br /> is imperative that types of anchorage be coordinated with the concrete subcontractor so that <br /> anchorage may be installed at time of pouring. <br /> 1.03 MEASUREMENT AND PAYMENT <br /> No measurement will be made. Full compensation for conforming to these requirements, <br /> including all the labor, materials, tools, equipment, incidentals and for doing all the work <br /> involved in this section necessary for completion of the work, as shown on the Contract Plans, <br /> as specified in the Standard Specifications, these special provisions and as directed by the <br /> Engineer, shall be considered as included in the prices paid for the various contract items of <br /> work involved and no additional compensation will be allowed. <br /> PART 2— PRODUCTS <br /> 2.01 GENERAL <br /> Equipment mountings shall be as shown. All equipment located on floor slabs shall be mounted <br /> on concrete pads. <br /> 2.02 ANCHOR BOLTS <br /> Anchor and assembly bolts shall be of ample size and strength for the purposes intended as <br /> determined by the equipment manufacturer in accordance with the requirements of this section. <br /> Anchor bolt material shall be as specified in the individual equipment specifications. <br /> 2.03 CONCRETE PEDESTALS <br /> Concrete pedestals shall be at least 3 in. larger than the steel or cast base and shall be <br /> adequately doweled into the floor slab. All conduits, piping connections, drains, etc. shall be <br /> enclosed by the concrete base. Unless otherwise shown or specified, no related conduits, piping <br /> connections, drains, etc. that rise directly from the floor shall be accepted. <br /> PART 3— EXECUTION <br /> 3.01 INSTALLATION <br /> A. EQUIPMENT <br /> Each piece of equipment shall be anchored to resist a minimum lateral force required <br /> by the latest edition of the California Building Code (CBC), the manufacturer of the <br /> equipment, or a lateral seismic force of 60% of the operating weight of the equipment, <br /> whichever is greater. This force shall be considered acting at the center of gravity of the <br /> piece under consideration. No equipment shall be anchored to vertical structural <br /> elements without written approval of the Engineer. <br /> Equipment that is not vibration isolated shall be anchored directly to the supporting floor <br /> system. In addition to the anchorage, all such equipment shall be internally designed so <br /> that all static and moving parts are anchored to the supporting framework to resist the <br /> imposed seismic force. All forces must be transmitted to the base in order to be <br /> July 2007 Division III-118 NEI Phase II Water and Sewer <br /> CIP Nos. 7468, 7589, 7590 <br />