Precast. The prefabricated electrical delivery station (“cabina di consegna”) shall be accompanied with the certificate of inspection taking into account the requirements of the Guide for connections to the electricity Grid of ENEL (ed. December 2008).
Precast. The unloading, handling, rigging, setting, fastening, welding, alignment, leveling and bracing of precast concrete members, the removing of the picking eyes, installation of expansion joints and fillers of rubber metal Styrofoam, oakum, neoprene rope, caulking or substitute materials used for sealing joints. The fabrication and erection of all frame work for prefabricated walls and trusses for houses, apartments and similar structures of any and all descriptions. The unloading, handling and erection of prefabricated components for houses or apartments or other buildings to include walls, floors and trusses whether manufactured on the jobsite or in a manufacturing plant. The unloading, handling and installation of all materials for exterior trim on houses or apartments including siding, windows, doors, other exterior trim including fascias, soffits, moldings and roof covering materials. The unloading, handling and installation of all material for interior trim on houses or apartments including but not limited to paneling, drywall, flooring, moldings, doors and frames, cabinets, stairways, all other materials classified as trim and the installation of all hardware of any type or description. The fabrication, erection of all frame work, blocking and furring whether of wood or cold formed metal on commercial, institutional, or industrial buildings. The unloading, handling and installation of exterior trim materials whether of wood, metal or composition, on commercial, institutional, or industrial buildings, to include, but not limited to, windows, doors, and frames, siding, fascia and soffits, canopies, store fronts, etc., and to include any blocking, furring and framing thereof. The fabrication and erection of all partitions on commercial, institutional and industrial buildings whether of wood, metal or composition materials. The installation of all wall, ceiling and access floor systems materials of wood, metal or composition materials on commercial, institutional and industrial buildings. The installation of all materials of wood, metal or composition materials on commercial, institutional or industrial buildings classified as interior trim such as molding, shelving, trim of all types and descriptions.
Precast. (A) Where precast, prestressed, reinforced concrete structural members (columns, beams, girders, glass, etc.) are used in the construction of buildings, bridges, and other structures, and power equipment such as derricks, cranes, jacks and/or rigging is used, work of loading, unloading, moving and placing to complete erection shall be performed by Iron Workers.
Precast. SECTION 25. For precast erection, contractor may use a split crew for the first five (5) Ironworkers with up to two (2) permit Ironworkers, additional ironworkers from outside locals shall be mutually agreed to between contractor and BA.
Precast. The Contractor may use precast concrete water chamber. If modifications to precast concrete water chamber are required, obtain RE approval before installation. After installation, fill the lifting holes with mortar.
Precast. 1. There shall be no limitation on the number of men required for the erecting of precast. The number of men required shall be determined jointly by the Contractor or his Representative and the Business Manager of the Union, depending on the nature of the work involved.
Precast. The architectural precast is based upon a face mix panel and accent/reveals on face of panel. The building shall include three color /texture schemes. ¤ Xxxx with exposed aggregate ¤ Buff with a light sand blast ¤ White with a light sand blast Structural Steel and Miscellaneous Metals Building Frame A braced structural steel and wide flange column frame will be designed and erected to meet code requirements. Floors will be designed with a steel joist and joist girder framing system, with floor loads designed to accommodate an 80 p.s.f. live load. All roof loads will be based upon local code requirements and reducible where allowed by code. Pan-filled metal stairs will be installed to meet all applicable codes. A total of three (3) stairs have been included. Floor-to-floor heights are as follows: · First floor: 14’-6” to allow for a 10’-0” ceiling height. · Upper Floors: 13’-6” to allow for a 9’-0” ceiling height. Bay spacing for the building are as follows: · Exterior bays - 30’-0” x 44’-0” · Interior bays 30’-0” x 30’-0” No allowances have been provided for concentrated loads, exercise rooms, fitness centers, major penetrations, or other structural modifications required to accommodate tenant related needs. It has been assumed that if such requirements are defined in such a timely manner that the design and fabrication schedule is not interrupted, these requirements will be incorporated into the design and the tenant shall fund the additional cost. Floors shall be designed following the AISC Steel Guidance Series 11 for floor vibrations due to human activities limiting the acceleration to 0.5%G, ground acceleration for walking excitation. Carpentry Plywood backboards will be provided for all telephone systems as required. Rough blocking will be provided as required. Thermal and Moisture Protection Roofing The roof system shall be a single-ply 45 mil mechanically fastened TPO membrane roof over R-30 rigid cell polyisocyanurate roof insulation mechanically attached to the roof decking. The roof shall carry the manufacturer’s standard twenty (20) year prorated membrane warranty and a ten (10) year labor and material watertight warranty. The roof shall also have the contractor’s two (2) year warranty covering all other roof related items. Roof flashings at all known roof penetrations are included. No allowances have been made for additional roof penetrations required for undefined Tenant requirements not specifically identified in this proposal. Fireproofing ...
Precast. SECTION 25. For precast erection, contractor may use a split crew for the first five
