Foundation System Sample Clauses

Foundation System. Buildings will be founded on shallow spread footings with ground improvements below gravity only columns. · Grade beams will be required at lateral system foundations. · Ground improvements may consist of drilled displacement sand-cement columns or soil-cement mix columns or other methods approved by Geotechnical engineer. · Slabs on grade shall be 5” thick with #4 @ 18” o.c. each way. · All slabs below office space shall have a capillary break Stego vapor retarder. The 3-story structures will consist of 5.5” normal weight concrete fill over metal deck, supported by composite structural steel framing.
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Foundation System. The foundations will be of a concentric shallow foundation system over improved soil. Concrete spread footings and grade beams will be provided over a system of either soil-cement mix (SMX) columns or drilled displacement sand-cement columns (DDSC). This foundation will support gravity and seismic loads while maintaining acceptable levels of building settlement. · Ground level slab is 5-inch thick cast-in-place reinforced concrete slab on grade over 4” Class II aggregate base . · Seismic load resisting system is made up of cast-in-place, reinforced concrete moment frames. · Elevated parking decks are 5-inch thick, cast-in-place, hard-rock concrete slabs over long span concrete beams. The slabs are reinforced with both mild steel and post-tensioned cables. Columns are reinforced cast in place concrete with typical sizes 24” x 24” on the interior 24” x 42” at the moment frames. The beams are either cast-in-place (post tensioned) or precast (pre-stressed), depending on the contractor preference. Beam size is 14” wide. Girders will be provided at the drive aisles, 24” wide. Both beams and girders will be 36” deep (including slab depth). All levels are parking decks and will be sloped to drain. · Structural system will be designed to support seismic, wind, dead, and live loads as prescribed by the California Building Code. Typical slab loading is 40 pounds per square foot to account for vehicle loading. Depending on contractor and owner preference, vehicle barriers (3’-7” above slab) may be concrete, or cable rail. A 3” tapered wash will be provided at the perimeter and along the ramp. · To aid in mitigation of shrinkage cracks, a delayed closure pour (3’-6” wide) will be provided on all elevated parking decks. Expansion joints will be provided at every level in the ramp. Column corner protection is not provided.
Foundation System. Foundation system shall utilize abutments designed by the Foundation Engineer in conjunction with the bridge bearing requirements and dimensions provided by the Bridge Manufacturer and the site-specific geotechnical information provided by the Geotechnical Engineer. All abutment dimensions and materials shall be shown on the final contract plans.
Foundation System. The existing foundation system consists of slab on grade with conventional foundations. Atrium structure foundations will consist of spread footings with micropiles. Concrete tie beams will be spanning between the spread footings.
Foundation System. Additional miscellaneous steel to be provided to frame out new floor and roof openings, to in-fill existing floor and roof openings where required, and framing supports for new roof mounted equipment. (h) 3.4 FOUNDATION SYSTEM 5505 Morehouse – Suite 300/RayzeBio - Page 13 The improvements will be based on the requirements of the 2018 International Building Code (IBC), 2019 California Building Code (CBC), and the recommendations of Coxxxxx Xngineers.
Foundation System. 1. As-built structural information has not been provided for the site. In lieu of existing documents, structural observations have been done of the building with exterior and interiors demolished. Testing of building materials have also been performed. 2. We assume any vibration sensitive equipment would be limited to on-grade areas and a vibration analysis beyond the minimum code level will not be required.
Foundation System. The existing foundation system consists of caissons that vary in depth to support the building on formational soils. Site Structures Site renovations will consist of a new loading dock, hazardous material storage buildings, a new generator, and possibly a trash area. These areas are anticipated to consist of slab-on-grade or mat foundations with CMU walls.
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Related to Foundation System

  • Distribution System The Transmission Owner’s facilities and equipment used to transmit electricity to ultimate usage points such as homes and industries directly from nearby generators or from interchanges with higher voltage transmission networks which transport bulk power over longer distances. The voltage levels at which Distribution Systems operate differ among areas. Distribution Upgrades – The additions, modifications, and upgrades to the Transmission Owner’s Distribution System at or beyond the Point of Interconnection to facilitate interconnection of the Small Generating Facility and render the transmission service necessary to effect the Interconnection Customer’s wholesale sale of electricity in interstate commerce.

  • Information Systems The Customer is aware that vehicles manufactured, supplied or marketed by a company within the Volvo Group are equipped with one or more systems which may gather and store information about the vehicle (the “Information Systems”), including but not limited to information relating to vehicle condition and performance and information relating to the operation of the vehicle (together, the “Vehicle Data”). The Customer agrees not to interfere with the operation of the Information System in any way.

  • DTC DIRECT REGISTRATION SYSTEM AND PROFILE MODIFICATION SYSTEM (a) Notwithstanding the provisions of Section 2.04, the parties acknowledge that the Direct Registration System (“DRS”) and Profile Modification System (“Profile”) shall apply to uncertificated American Depositary Shares upon acceptance thereof to DRS by DTC. DRS is the system administered by DTC pursuant to which the Depositary may register the ownership of uncertificated American Depositary Shares, which ownership shall be evidenced by periodic statements issued by the Depositary to the Owners entitled thereto. Profile is a required feature of DRS which allows a DTC participant, claiming to act on behalf of an Owner of American Depositary Shares, to direct the Depositary to register a transfer of those American Depositary Shares to DTC or its nominee and to deliver those American Depositary Shares to the DTC account of that DTC participant without receipt by the Depositary of prior authorization from the Owner to register such transfer. (b) In connection with and in accordance with the arrangements and procedures relating to DRS/Profile, the parties understand that the Depositary will not verify, determine or otherwise ascertain that the DTC participant which is claiming to be acting on behalf of an Owner in requesting a registration of transfer and delivery as described in subsection (a) has the actual authority to act on behalf of the Owner (notwithstanding any requirements under the Uniform Commercial Code). For the avoidance of doubt, the provisions of Sections 5.03 and 5.08 shall apply to the matters arising from the use of the DRS. The parties agree that the Depositary’s reliance on and compliance with instructions received by the Depositary through the DRS/Profile System and in accordance with this Deposit Agreement shall not constitute negligence or bad faith on the part of the Depositary.

  • Infrastructure Infrastructure serves as the foundation and building blocks of an integrated IT solution. It is the hardware which supports Application Services (C.3.2) and IT Management Services (C.3.3); the software and services which enable that hardware to function; and the hardware, software, and services which allow for secure communication and interoperability between all business and application service components. Infrastructure services facilitate the development and maintenance of critical IT infrastructures required to support Federal government business operations. This section includes the technical framework components that make up integrated IT solutions. One or any combination of these components may be used to deliver IT solutions intended to perform a wide array of functions which allow agencies to deliver services to their customers (or users), whether internal or external, in an efficient and effective manner. Infrastructure includes hardware, software, licensing, technical support, and warranty services from third party sources, as well as technological refreshment and enhancements for that hardware and software. This section is aligned with the FEA/DoDEA Technical Reference Model (TRM) which describes these components using a vocabulary that is common throughout the entire Federal government. A detailed review of the TRM is provided in Section J, Attachment 5. Infrastructure includes complete life cycle support for all hardware, software, and services represented above, including planning, analysis, research and development, design, development, integration and testing, implementation, operations and maintenance, information assurance, and final disposition of these components. The services also include administration and help desk functions necessary to support the IT infrastructure (e.g., desktop support, network administration). Infrastructure components of an integrated IT solution can be categorized as follows:

  • PFPC System PFPC shall retain title to and ownership of any and all data bases, computer programs, screen formats, report formats, interactive design techniques, derivative works, inventions, discoveries, patentable or copyrightable matters, concepts, expertise, patents, copyrights, trade secrets, and other related legal rights utilized by PFPC in connection with the services provided by PFPC to the Fund.

  • Security System The site and the Work area may be protected by limited access security systems. An initial access code number will be issued to the Contractor by the County. Thereafter, all costs for changing the access code due to changes in personnel or required substitution of contracts shall be paid by the Contractor and may be deducted from payments due or to become due to the Contractor. Furthermore, any alarms originating from the Contractor’s operations shall also be paid by the Contractor and may be deducted from payments due or to become due to the Contractor.

  • Quality Management System Supplier hereby undertakes, warrants and confirms, and will ensue same for its subcontractors, to remain certified in accordance with ISO 9001 standard or equivalent. At any time during the term of this Agreement, the Supplier shall, if so instructed by ISR, provide evidence of such certifications. In any event, Supplier must notify ISR, in writing, in the event said certification is suspended and/or canceled and/or not continued.

  • Secondary Systems The Developer and Connecting Transmission Owner shall each cooperate with the other in the inspection, maintenance, and testing of control or power circuits that operate below 600 volts, AC or DC, including, but not limited to, any hardware, control or protective devices, cables, conductors, electric raceways, secondary equipment panels, transducers, batteries, chargers, and voltage and current transformers that directly affect the operation of Developer or Connecting Transmission Owner’s facilities and equipment which may reasonably be expected to impact the other Party. The Developer and Connecting Transmission Owner shall each provide advance notice to the other Party, and to NYISO, before undertaking any work on such circuits, especially on electrical circuits involving circuit breaker trip and close contacts, current transformers, or potential transformers.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:

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