ATTACHED GARAGES Clause Samples

ATTACHED GARAGES. (a) Common walls between a hos- pice facility and an attached garage shall be protected with not less than one layer of 5/8−inch Type X gypsum board with taped joints, or equivalent, on the garage side and with not less than one layer of 1/2−inch gypsum board with taped joints, or equivalent, on the hospice side. The walls shall provide a complete separation. (b) Floor−ceiling assemblies between garages and the hospice facility shall be protected with not less than one layer of 5/8−inch type X gypsum board on the garage side of the ceiling or room framing. (c) Openings between an attached garage and a hospice facility shall be protected by a self−closing 1−3/4 inch solid wood core door or an equivalent self−closing fire−resistive rated door. (d) The garage floor shall be pitched away from the hospice facility and at its highest point shall be at least 1−1/2 inches below the floor of the facility. (e) If a required exit leads into the garage, the garage shall have at least a 32 inch wide service door.
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ATTACHED GARAGES. The attached agreement shall be executed and recorded onto the property deed PRIOR TO the This DECLARATION made this day of , 20 by
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ATTACHED GARAGES. The attached agreement shall be executed and recorded onto the property deed prior to a Certificate of Occupancy being issued.
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Related to ATTACHED GARAGES

  • Location of Improvements; No Encroachments All improvements which were considered in determining the Appraised Value of the Mortgaged Property lay wholly within the boundaries and building restriction lines of the Mortgaged Property, and no improvements on adjoining properties encroach upon the Mortgaged Property. No improvement located on or being part of the Mortgaged Property is in violation of any applicable zoning law or regulation;

  • Voltage Schedules Once the Developer has synchronized the Large Generating Facility with the New York State Transmission System, NYISO shall require Developer to operate the Large Generating Facility to produce or absorb reactive power within the design capability of the Large Generating Facility set forth in Article 9.5.1 (Power Factor Design Criteria). NYISO’s voltage schedules shall treat all sources of reactive power in the New York Control Area in an equitable and not unduly discriminatory manner. NYISO shall exercise Reasonable Efforts to provide Developer with such schedules in accordance with NYISO procedures, and may make changes to such schedules as necessary to maintain the reliability of the New York State Transmission System. Developer shall operate the Large Generating Facility to maintain the specified output voltage or power factor at the Point of Interconnection within the design capability of the Large Generating Facility set forth in Article 9.5.1 (Power Factor Design Criteria) as directed by the Connecting Transmission Owner’s System Operator or the NYISO. If Developer is unable to maintain the specified voltage or power factor, it shall promptly notify NYISO.

  • ESTIMATED / SPECIFIC QUANTITY CONTRACTS Estimated quantity contracts, also referred to as indefinite delivery / indefinite quantity contracts, are expressly agreed and understood to be made for only the quantities, if any, actually ordered during the Contract term. No guarantee of any quantity is implied or given. With respect to any specific quantity stated in the contract, the Commissioner reserves the right after award to order up to 20% more or less (rounded to the next highest whole number) than the specific quantities called for in the Contract. Notwithstanding the foregoing, the Commissioner may purchase greater or lesser percentages of Contract quantities should the Commissioner and Contractor so agree. Such agreement may include an equitable price adjustment.

  • Recovery Schedule If the initial schedule or any current updates fail to reflect the Work’s actual plan or method of operation, or a contractual milestone date is more than fifteen (15) days behind, Owner may require that a recovery schedule for completion of the remaining Work be submitted. The Recovery Schedule must be submitted within seven (7) calendar days of Owner’s request. The Recovery Schedule shall describe in detail Construction Contractor’s plan to complete the remaining Work by the required Contract milestone date. The Recovery Schedule submitted shall meet the same requirements as the original Construction Schedule. The narrative submitted with the Recovery Schedule should describe in detail all changes that have been made to meet the Contract milestone dates.

  • Elements Defines the individual components under each indicator