GRAVITY SYSTEM Sample Clauses

GRAVITY SYSTEM. The existing building is a three-story steel-framed moment frame structure over a single level of partial subterranean parking. An existing seismic joint occurs between the north and south portions of the building, which is located on the east side along the south side of the core stair. The existing first-floor level is framed with 20 inch deep pre-cast concrete double tees supported by pre-cast concrete girders and perimeter masonry bearing walls. The existing second and third-floor framing consists of 3 inch composite deck with 2-1/2 inch thick concrete topping which act compositely with wide flange beams through the use of shear studs. The original specified design live load for all floors is 50 PSF plus a 20 PSF partition load, for a total design live load of 70 PSF. The existing roof framing consists of a 3 inch composite deck with 2-1/2 inch thick concrete topping which act compositely with wide flange beams through the use of shear studs. The original specified design live load is 20 PSF partition load. A computer model analysis of the second and third floor framing was performed and it was determined that the existing floor has the capacity to support at least 125 PSF within the typical framed areas (structural bays are 20’ wide by 38’ to 42’ long). Regarding the first-floor live load, CEI was not able to model and analyze the floor framing as the pre-cast members were a design-build delivery by True Span. We can only assume that they were designed for 50 PSF live load plus 20 PSF partition load as specified on the record drawings. CEI would have to obtain the shop drawings to make any further determination on the actual live load capacity for the double tees. A new atrium structure will be centered between the two buildings. The west side of the atrium will contain conference huddle rooms at each floor level, steel framed and aligned with the existing building floors. Seismic joints will occur at the 3 sides of these huddle room where adjacent to the existing floor. The east side of the atrium will have a pedestrian bridge at the second and third floor connected to the south existing building. A seismic joint will occur at the north end of the bridge. New steel framed exit stairs in the lobby will occur at the south east side of the pedestrian bridge. The stair will extend from the first floor to the third floor. The new floors at the atrium areas will consist of 3 inch deep metal deck with 2 1/2 inch light weight concrete topping. Roof construct...
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Related to GRAVITY SYSTEM

  • 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 Landlord shall not be obligated to provide or maintain any security patrol or security system. Landlord shall not be responsible for the quality of any such patrol or system which may be provided hereunder or for damage or injury to Tenant, its employees, invitees or others due to the failure, action or inaction of such patrol or system.

  • USE OF THIRD PARTY SYSTEMS-LEVEL SOFTWARE State Street and the Fund acknowledge that in connection with the Data Access Services provided under this Addendum, the Fund will have access, through the Data Access Services, to Fund Data and to functions of State Street’s proprietary systems; provided, however that in no event will the Fund have direct access to any third party systems-level software that retrieves data for, stores data from, or otherwise supports the System.

  • Year 2000 Compatibility Borrower shall take all action necessary to assure that Borrower's computer based systems are able to operate and effectively process data including dates on and after January 1, 2000. At the request of Bank, Borrower shall provide Bank assurance acceptable to Bank of Borrower's Year 2000 compatibility.

  • Compatibility The Spacecraft Bus shall be compatible with standard GPS interfaces as defined in [**Redacted**].

  • System Except as otherwise provided herein, the Trustee shall not be accountable for the use or application by the Company or the Master Servicer of any of the Certificates or of the proceeds of such Certificates, or for the use or application of any funds paid to the Company or the Master Servicer in respect of the Mortgage Loans or deposited in or withdrawn from the Custodial Account or the Certificate Account by the Company or the Master Servicer.

  • System and Data Access Services a.System. Subject to the terms and conditions of this Addendum and solely for the purpose of providing access to Fund Data as set forth herein, State Street hereby agrees to provide the Fund, or certain third parties approved by State Street that serve as the Fund`s investment advisors, investment managers or fund accountants (the "Fund Accountants") or as the Fund`s independent auditors (the "Auditor"), with access to State Street`s Multicurrency HORIZONR Accounting System and the other information systems described in Attachment A (collectively, the "System") on a remote basis solely on the computer hardware, system software and telecommunication links described in Attachment B (the "Designated Configuration") or on any designated substitute or back-up equipment configuration consented to in writing by State Street, such consent not to be unreasonably withheld.

  • Metering 1. If the Producer desires to sell electric power to the Company, the Company shall provide, own and maintain at the Producer's expense all necessary meters and associated equipment to be utilized for the measurement of energy and capacity for determining the Company's payment to the Producer pursuant to an applicable agreement.

  • Network Access Control The VISION Web Site and the Distribution Support Services Web Site (the “DST Web Sites”) are protected through multiple levels of network controls. The first defense is a border router which exists at the boundary between the DST Web Sites and the Internet Service Provider. The border router provides basic protections including anti-spoofing controls. Next is a highly available pair of stateful firewalls that allow only HTTPS traffic destined to the DST Web Sites. The third network control is a highly available pair of load balancers that terminate the HTTPS connections and then forward the traffic on to one of several available web servers. In addition, a second highly available pair of stateful firewalls enforce network controls between the web servers and any back-end application servers. No Internet traffic is allowed directly to the back-end application servers. The DST Web Sites equipment is located and administered at DST’s Winchester data center. Changes to the systems residing on this computer are submitted through the DST change control process. All services and functions within the DST Web Sites are deactivated with the exception of services and functions which support the transfer of files. All ports on the DST Web Sites are disabled, except those ports required to transfer files. All “listeners,” other than listeners required for inbound connections from the load balancers, are deactivated. Directory structures are “hidden” from the user. Services which provide directory information are also deactivated.

  • Technology Access Fee In consideration of the licenses and rights granted to Regado herein, Regado shall, as of the date immediately preceding the closing (the “Closing”) of the first equity financing of Regado in which Regado is assigned a pre-money valuation of not less than [***] dollars ($[***]), issue to Archemix fully-paid and non-assessable shares of common stock of Regado equal to [***] percent ([***]%) of the total number of equity shares of Regado, on a fully diluted basis, immediately prior to the issuance of shares at the Closing. Regado shall deliver written notice of the Closing to Archemix at least [***] business days prior to such Closing in accordance with the notice provisions contained in Section 14.1 of this Agreement. Archemix and Regado shall enter into such agreements relating to the issuance of the common stock as are customary under such circumstances. For the purpose of this Agreement, “fully diluted basis” shall mean the aggregate of (a) the number of shares of common stock issued and outstanding on the determination date, (b) the number of shares of common stock issuable upon exercise, exchange or conversion of all exercisable, exchangeable or convertible securities outstanding on the determination date, assuming such securities were exercised, exchanged or converted on the determination date (without regard to whether such securities are actually exercisable, exchangeable or convertible on the determination date) and (c) the number of shares of common stock issuable pursuant to any other obligation or agreement of, or right granted by, Regado, whether vested or unvested, contingent or otherwise.

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