Precast Sample Clauses

Precast. For precast erection, contractor may use a split crew for the first five
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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).
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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 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. Plywood backboards will be provided for all telephone systems as required. Rough blocking will be provided as required. 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. Sprayed on fireproofing will be included as required to meet code requirements. Joint sealants shall consist of polyuret...
Sample 1
Precast. 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.
Sample 1
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.
Sample 1
Precast. 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.
Sample 1
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. (B) On precast erection where the Employer chooses to use a crew made up of all Iron Workers, he/she will have the option of using an overtime rate of time and one half for all overtime except Sundays and holidays which will be at the double time rate.
Sample 1
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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.
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Related to Precast

  • Technical Proposal The technical proposal may be presented in free format. It shall not exceed ten pages, not counting the CVs. It shall respect the following page limit and structure: • Technical methodology (max. 7 pages) • Quality management (max. 1 page) • Project management (max. 1 page) • Resource management (proposal (max. 1 page) + CVs of experts)

  • Fabrication Making up data or results and recording or reporting them.

  • Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Design Development An interim step in the design process. Design Development documents consist of plans, elevations, and other drawings and outline specifications. These documents will fix and illustrate the size and character of the entire project in its essentials as to kinds of materials, type of structure, grade elevations, sidewalks, utilities, roads, parking areas, mechanical and electrical systems, and such other work as may be required.

  • Shiftwork (A) Where the Employee would have received shift loadings had the Employee not been on leave during the relevant period and such loadings would have entitled the Employee to a greater amount than a loading of 17.5% of the payment under clause 23.1(c), then the shift loadings must be added to the payment under clause 23.1(c)(i) instead of the 17.5% loading. (B) Provided further that if the shift allowance would have entitled the Employee to a lesser amount than the loading of 17.5% then such loading of 17.5% shall be used for the purpose of calculating annual leave loading in lieu of the shift allowance.

  • Approval for Publishing The Author shall proofread the page proofs for the Contribution provided by or on behalf of the Publisher, including checking the illustrations as well as any media, social or functional enhancements and give approval for publishing, if and when requested by the Publisher. The Author’s approval for publishing is deemed to have been given if the Author does not respond within a reasonable period of time (as determined by the Publisher) after receiving the proofs nor contacts the Publisher within three days after receipt of the last of three reminders sent by the Publisher via email. The Publisher shall not be required to send a second set of corrected proofs unless specifically requested by the Author in writing but in any event no further amendments may be made or requested by the Author. In the event of co-authors having entered into this Agreement the Publisher shall send the page proofs to the Corresponding Author only and all persons entering into this Agreement as Author agree that the Corresponding Author shall correct and approve the page proofs on their behalf. If the Author makes changes other than correcting typographical errors, the Author shall bear all the Publisher's costs of such alterations to proofs including without limitation to alterations to pictorial illustrations. The Publisher shall have the right to charge and invoice these costs plus value added or similar taxes (if applicable) through its affiliated company Springer Nature Customer Service Center GmbH or Springer Nature Customer Service Center LLC, respectively, to the Author, payable within 14 days of receipt of the invoice.

  • Design Development Phase INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE 1.1.6.1. The ARCHITECT/ENGINEER shall prepare from the approved Schematic Design Studies, the Design Development Documents consisting of drawings (including at least architectural, landscaping, civil, structural, mechanical and electrical plans, building sections; and finish schedule), outline specifications following the Construction Specification Institute "CSI" Format and other necessary documents to fix and describe the size and character of the entire Project as to its site, structural, mechanical, and electrical systems, materials and other such essentials as may be appropriate, for and until approved by the State. 1.1.6.2. The ARCHITECT/ENGINEER shall conduct meetings with the State, Efficiency Vermont, and relevant members of the design team, to review the Design Development Documents for the purposes of furthering the energy efficiency objectives of the Project. 1.1.6.3. The ARCHITECT/ENGINEER shall prepare for the State a revised accounting of how the Project is responding to LEED criteria. 1.1.6.4. The ARCHITECT/ENGINEER shall submit to the State a revised Statement of Probable Construction Cost based thereon for and until approved by the State.

  • Synchronization, Commissioning and Commercial Operation 4.1.1 The Power Producer shall give at least fifteen (15) days written notice to the SLDC / ALDC / DISCOM as the case may be, of the date on which it intends to synchronize the Power Project to the Grid System. 4.1.2 Subject to Article 4.1.1, the Power Project may be synchronized by the Power Producer to the Grid System when it meets all the connection conditions prescribed in the Grid Code and otherwise meets all other Indian legal requirements for synchronization to the Grid System. 4.1.3 The synchronization equipment and all necessary arrangements / equipment including Remote Terminal Unit (RTU) for scheduling of power generated from the Project and transmission of data to the concerned authority as per applicable regulation shall be installed by the Power Producer at its generation facility of the Power Project at its own cost. The Power Producer shall synchronize its system with the Grid System only after the approval of GETCO / SLDC / ALDC and GEDA. 4.1.4 The Power Producer shall immediately after each synchronization / tripping of generator, inform the sub-station of the Grid System to which the Power Project is electrically connected in accordance with applicable Grid Code. 4.1.5 The Power Producer shall commission the Project within SCOD. 4.1.6 The Power Producer shall be required to obtain Developer and/ or Transfer Permission, Key Plan drawing etc, if required, from GEDA. In cases of conversion of land from Agricultural to Non-Agriculture, the commissioning shall be taken up by GEDA only upon submission of N.A. permission by the Power Producer. 4.1.7 The Power Producer shall be required to follow the Forecasting and Scheduling procedures as per the Regulations issued by Hon’ble GERC from time to time. It is to clarify that in terms of GERC (Forecasting, Scheduling, Deviation Settlement and Related Matters of Solar and Wind Generation Sources) Regulations, 2019 the procedures for Forecasting, Scheduling & Deviation Settlment are applicable to all solar generators having combined installed capacity above 1 MW connected to the State Grid / Substation including those connected via pooling stations.

  • Teams One team for the purposes of the Event shall consist of one Vehicle. Each Vehicle can contain a maximum of three Team Members, provided such Team Members have entered into a Team Entry Agreement with the Company or have otherwise agreed in writing to participate in the Event upon and subject to the Terms of Entry and the Event Rules. For the avoidance of doubt, it is the sole responsibility of each Team to inform themselves of the maximum numbers of persons legally permitted to travel in the Vehicle under Relevant Law. The Company shall provide each Team with the contact details of the Approved Hirer who will be able to provide each Team with a Vehicle for use in the Event, subject to the Team entering into an agreement (the "Borrowing Agreement") with the Hirer outlining the terms of use of the Vehicle. Should the Vehicle not be delivered to the Designated Finish Point by 14:00 local time on 19th September 2021, then the team will be liable for the "Hire Costs" outlined below. Each Vehicle will be of a similar specification to that outlined in Schedule 4 to the Team Entry Agreement. For the avoidance of doubt, the Company shall make no representations or warranties as to the suitability of the Approved Hirer or of the Vehicle for participation in the Event and any rights or warranties which a Team may have or be granted in relation to the Vehicle shall be limited to those contained in the Rental Agreement or implied by any Relevant Law.

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