AISC 326, Detailing for Steel Construction. 3. AISC 303, Code of Standard Practice for Steel Buildings and Bridges.
AISC 326, Detailing for Steel Construction Sample Clauses
Related to AISC 326, Detailing for Steel Construction
Suspension of unsafe Construction Works (i) Upon recommendation of the Authority’s Engineer to this effect, the Authority may by notice require the Contractor to suspend forthwith the whole or any part of the Works if, in the reasonable opinion of the Authority’s Engineer, such work threatens the safety of the Users and pedestrians.
Technical Standards Applicable to a Wind Generating Plant i. Low Voltage Ride-Through (LVRT) Capability A wind generating plant shall be able to remain online during voltage disturbances up to the time periods and associated voltage levels set forth in the standard below. The LVRT standard provides for a transition period standard and a post-transition period standard.
PRE-CONSTRUCTION PHASE SERVICES The Pre-Construction Phase shall be deemed to commence upon the date specified in a written Notice to Proceed with Pre-Construction Phase Services issued by Owner and shall continue through completion of the Construction Documents and procurement of all major Subcontractor agreements. Contractor is not entitled to reimbursement for any costs incurred for Pre-Construction Phase Services performed before issuance of the written Notice to Proceed. Pre-Construction Phase Services may overlap Construction Phase Services. Contractor shall perform the following Pre-Construction Phase Services:
Construction Phase - Administration of the Construction Contract 1.6.1 The Construction Phase shall commence with the acceptance of the Construction Manager’s Guaranteed Maximum Price (or acceptance of a partial Guaranteed Maximum Price for a stage or phase) and issuance of a Notice to Proceed with Construction Services and terminate sixty (60) days after Final Payment to the Contractor is made, or when all of Architect/Engineer’s services have been satisfactorily performed, whichever occurs later.
Design and Construction In complying with the requirements of the specification both with respect to arrangement and detail, design is to conform to the best current engineering practice. Each of the several parts of the material is to be of the maker’s standard design provided that this design is in general accordance with the specification. The essence of design should be simplicity and reliability in order to give long continuous service with high economy and low maintenance cost. Particular attention should be paid to internal and external access in order to facilitate inspection, cleaning and maintenance. The design dimensions and materials of all parts are to be such that they will not suffer damage as a result of stresses under the most severe conditions. Fully detailed specifications of the several parts of the material are to be submitted describing particularly the materials to be used. The materials used in the construction of the material are to be of the highest quality and selected particularly to meet the duties required of them. Mechanisms are to be constructed to avoid sticking due to rust or corrosion. Workmanship and general finish are to be of the highest class throughout. All similar parts of the material are to be interchangeable. All equipment is to operate without undue vibration and with the least possible amount of noise and is not to cause a nuisance. All equipment is to be designed to minimize the risk of fire and any damage, which may be caused in the event of fire. The equipment is also to be designed to prevent ingress of all vermin, accidental contact with live parts and to minimize the ingress of dust and dirt. The use of materials, which may be liable to attack by termites or other insects, is to be avoided.
COMPENSATION FOR CONSTRUCTION PHASE SERVICES 5.1 For the Construction Manager’s performance of the Work as described in Section 2.3, the Owner shall pay the Construction Manager the Contract Sum in current funds. The Contract Sum is the Cost of the Work as defined in Section 6.1.1 plus the Construction Manager’s Fee.
BUILDER’S RISK FOR NEW CONSTRUCTION PROJECTS If the project is NEW CONSTRUCTION, then the following provisions apply:
General construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.
BUILDER’S RISK FOR CONSTRUCTION RENOVATION PROJECTS If the project is CONSTRUCTION RENOVATION of an existing structure, and the State has already determined that Contractor will not be obligated to obtain and maintain Builder’s Risk insurance, then the following provisions apply:
SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his / her best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract. All aspects of the Project shall be subject to the inspection and approval of the State. Contractor guarantees to repair, replace, re-execute or otherwise correct any defect in workmanship, materials, or the like that fails to conform to the requirements of this Contract or that appears during the progress of the Work or within one year of final acceptance by the State.
