Permitted Integration Methods Sample Clauses

Permitted Integration Methods. This Agreement permits Licensee to integrate Nmap Technology using either or both of these integration methods (described in Schedule 1): • Bundle Nmap executable with Covered Products. • Integrate Nmap source code and/or data files into Covered Products.
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Related to Permitted Integration Methods

  • NETWORK INTERCONNECTION METHODS 64.1 This Section sets forth the terms and conditions for Network Interconnection Methods (NIMs) provided between CenturyLink and CLEC for the Interconnection Facilities established between the Parties’ networks. Additionally, this Section describes the physical architecture for the Interconnection of the Parties’ facilities and equipment required for the transmission and routing of Local Traffic, ISP-Bound Traffic, IntraLATA LEC Toll Traffic, VoIP-PSTN Traffic, Transit Traffic and Jointly Provided Switched Access Service Traffic.

  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

  • Loss Mitigation and Consideration of Alternatives (i) For each Single Family Shared-Loss Loan in default or for which a default is reasonably foreseeable, the Assuming Institution shall undertake reasonable and customary loss mitigation efforts, in accordance with any of the following programs selected by Assuming Institution in its sole discretion, Exhibit 5 (FDIC Mortgage Loan Modification Program), the United States Treasury's Home Affordable Modification Program Guidelines or any other modification program approved by the United States Treasury Department, the Corporation, the Board of Governors of the Federal Reserve System or any other governmental agency (it being understood that the Assuming Institution can select different programs for the various Single Family Shared-Loss Loans) (such program chosen, the “Modification Guidelines”). After selecting the applicable Modification Guideline for each such Single Family Shared-Loss Loan, the Assuming Institution shall document its consideration of foreclosure, loan restructuring under the applicable Modification Guideline chosen, and short-sale (if short-sale is a viable option) alternatives and shall select the alternative the Assuming Institution believes, based on its estimated calculations, will result in the least Loss. If unemployment or underemployment is the primary cause for default or for which a default is reasonably foreseeable, the Assuming Institution may consider the borrower for a temporary forbearance plan which reduces the loan payment to an affordable level for at least six (6) months.

  • Single Source Selection Services for tasks in circumstances which meet the requirements of paragraph 3.10 of the Consultant Guidelines for Single Source Selection, may, with the Association's prior agreement, be procured in accordance with the provisions of paragraphs 3.9 through 3.13 of the Consultant Guidelines.

  • Technical Standards Applicable to a Wind Generating Plant i. Low Voltage Ride-Through (LVRT) Capability A wind generating plant shall be able to remain online during voltage disturbances up to the time periods and associated voltage levels set forth in the standard below. The LVRT standard provides for a transition period standard and a post-transition period standard.

  • Selection of Subcontractors, Procurement of Materials and Leasing of Equipment The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract.

  • Application and Selection (1) Application for professional development leave shall contain an appropriate outline of the project or work to be accomplished during the leave.

  • Use of Interconnection Facilities by Third Parties 6551 Error! Hyperlink reference not valid.9.9.1 Purpose of Interconnection Facilities. 6551

  • Purpose of Interconnection Facilities Except as may be required by Applicable Laws and Regulations, or as otherwise agreed to among the Parties, the Interconnection Facilities shall be constructed for the sole purpose of interconnecting the Large Generating Facility to the Participating TO’s Transmission System and shall be used for no other purpose.

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