Suspended Structural Slab Sample Clauses

A Suspended Structural Slab clause defines the requirements and specifications for constructing a horizontal concrete slab that is elevated above ground level and supported by beams, columns, or walls. This clause typically outlines the materials, reinforcement details, thickness, and installation methods necessary to ensure the slab's structural integrity and compliance with engineering standards. For example, it may specify the type of concrete mix, the placement of rebar, and the curing process. The core function of this clause is to ensure that the suspended slab is safely designed and constructed to support intended loads, thereby preventing structural failures and ensuring the safety and durability of the building.
Suspended Structural Slab. The elevated floor slabs of this building are of post-tension concrete construction. Any attachments for mechanical, electrical, or architectural elements shall be limited to a 1” maximum drilled or driven anchor embedment. If deeper embedment or core drilling is required, the slab shall be scanned to locate PT tendons and location adjusted to provide at least 3” clear from any PT tendon. In the event that PT tendons become damaged or cut, they must be repaired to bring the building back to the original design condition. Cost of these repairs shall be the responsibility of the Contactor. 3. Walls: Demising wall(s) shall be unpainted masonry or unpainted drywall finish, taped over stud, Tenant shall be responsible for final preparation and finish. Height shall be determined by Project Architect. Any cross partition(s) shall be Tenant’s responsibility. Exterior and rear wall(s) shall be unpainted masonry or concrete finish or such other material(s) as selected by Project Architect.
Suspended Structural Slab. The elevated floor slabs of this building are of post-tension concrete construction. Any attachments for mechanical, electrical, or architectural elements shall be limited to a 1” maximum drilled or driven anchor embedment. If deeper embedment or core drilling is required, the slab shall be scanned to locate PT tendons and location adjusted to provide at least 3” clear from any PT tendon. In the event that PT tendons become damaged or cut, they must be repaired to bring the building back to the original design condition. Cost of these repairs shall be the responsibility of the Contactor.

Related to Suspended Structural Slab

  • Unbundled Loop Modifications (Line Conditioning 2.5.1 Line Conditioning is defined as routine network modification that BellSouth regularly undertakes to provide xDSL services to its own customers. This may include the removal of any device, from a copper Loop or copper Subloop that may diminish the capability of the Loop or Subloop to deliver high-speed switched wireline telecommunications capability, including xDSL service. Such devices include, load coils, excessive bridged taps, low pass filters, and range extenders. Excessive bridged taps are bridged taps that serves no network design purpose and that are beyond the limits set according to industry standards and/or the BellSouth’s TR 73600 Unbundled Local Loop Technical Specification. 2.5.2 BellSouth will remove load coils only on copper Loops and Subloops that are less than eighteen thousand (18,000) feet in length. 2.5.3 For any copper loop being ordered by NewPhone which has over six thousand (6,000) feet of combined bridged tap will be modified, upon request from NewPhone, so that the loop will have a maximum of six thousand (6,000) feet of bridged tap. This modification will be performed at no additional charge to NewPhone. Loop conditioning orders that require the removal of bridged tap that serves no network design purpose on a copper Loop that will result in a combined total of bridged tap between two thousand five hundred (2,500) and six thousand (6,000) feet will be performed at the rates set forth in Exhibit A. 2.5.4 NewPhone may request removal of any unnecessary and non-excessive bridged tap (bridged tap between zero (0) and two thousand five hundred (2,500) feet which serves no network design purpose), at rates pursuant to BellSouth’s SC Process as mutually agreed to by the Parties. 2.5.5 Rates for ULM are as set forth in Exhibit A. 2.5.6 BellSouth will not modify a Loop in such a way that it no longer meets the technical parameters of the original Loop type (e.g., voice grade, ADSL, etc.) being ordered. 2.5.7 If NewPhone requests ULM on a reserved facility for a new Loop order, BellSouth may perform a pair change and provision a different Loop facility in lieu of the reserved facility with ULM if feasible. The Loop provisioned will meet or exceed specifications of the requested Loop facility as modified. NewPhone will not be charged for ULM if a different Loop is provisioned. For Loops that require a DLR or its equivalent, BellSouth will provide LMU detail of the Loop provisioned. 2.5.8 NewPhone shall request Loop make up information pursuant to this Attachment prior to submitting a service inquiry and/or a LSR for the Loop type that NewPhone desires BellSouth to condition. 2.5.9 When requesting ULM for a Loop that BellSouth has previously provisioned for NewPhone, NewPhone will submit a SI to BellSouth. If a spare Loop facility that meets the Loop modification specifications requested by NewPhone is available at the location for which the ULM was requested, NewPhone will have the option to change the Loop facility to the qualifying spare facility rather than to provide ULM. In the event that BellSouth changes the Loop facility in lieu of providing ULM, NewPhone will not be charged for ULM but will only be charged the service order charges for submitting an order.

  • Unbundled Network Element Combinations 5.1. Unbundled Network Element Combinations shall include: 1) Enhanced Extended Links (EELs); 2) UNE Loops/Special Access Combinations; 3) Loop/Port Combinations; and 4)

  • Extraordinary Events Regarding Common Stock In the event that the Company shall (a) issue additional shares of the Common Stock as a dividend or other distribution on outstanding Common Stock, (b) subdivide its outstanding shares of Common Stock, or (c) combine its outstanding shares of the Common Stock into a smaller number of shares of the Common Stock, then, in each such event, the Purchase Price shall, simultaneously with the happening of such event, be adjusted by multiplying the then Purchase Price by a fraction, the numerator of which shall be the number of shares of Common Stock outstanding immediately prior to such event and the denominator of which shall be the number of shares of Common Stock outstanding immediately after such event, and the product so obtained shall thereafter be the Purchase Price then in effect. The Purchase Price, as so adjusted, shall be readjusted in the same manner upon the happening of any successive event or events described herein in this Section 4. The number of shares of Common Stock that the Holder of this Warrant shall thereafter, on the exercise hereof as provided in Section 1, be entitled to receive shall be adjusted to a number determined by multiplying the number of shares of Common Stock that would otherwise (but for the provisions of this Section 4) be issuable on such exercise by a fraction of which (a) the numerator is the Purchase Price that would otherwise (but for the provisions of this Section 4) be in effect, and (b) the denominator is the Purchase Price in effect on the date of such exercise.

  • Underground Tanks If underground or other storage tanks storing Hazardous Materials located on the Premises or the Project are used by Tenant or are hereafter placed on the Premises or the Project by Tenant, Tenant shall install, use, monitor, operate, maintain, upgrade and manage such storage tanks, maintain appropriate records, obtain and maintain appropriate insurance, implement reporting procedures, properly close any underground storage tanks, and take or cause to be taken all other actions necessary or required under applicable state and federal Legal Requirements, as such now exists or may hereafter be adopted or amended in connection with the installation, use, maintenance, management, operation, upgrading and closure of such storage tanks.

  • Closet I Urinal Requirements Employees Closets Urinals