TILT-UP WALLS Sample Clauses

TILT-UP WALLS. The exterior of the building shall be constructed of reinforced concrete. Construction and erection of the wall panels to be standard tilt-up method. The panel thickness to be determined by a structural engineer. Exterior face of panels shall receive a floor slab finish and shall be prepared to receive finish paint. Concrete panels to be approximately 45’ above finished floor elevation. Final height of the concrete wall subject to further review based upon local requirements and structural considerations. Panels shall have a smooth exterior finish. Exterior panel joints to be caulked.
Sample 1Sample 2
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TILT-UP WALLS. The exterior of building shall be constructed of reinforced concrete. Construction and erection of the wall panels to be standard tilt-up method. Panel thickness shall be specified by the structural engineer. Exterior face of panels shall receive a floor slab finish, and shall be prepared to receive finish paint. Panel height shall be per architectural drawings to provide a minimum clear height of 30'0" from the dock doors to the first column line in at the north and south sides of the building and a minimum clear height of 32' from the first column line from the north and the south and will continue to the outside east/west walls. Interior pick points will be covered by concrete patch. The interior panel surfaces will be smooth troweled. Exterior panel joints to be caulked. All panels shall be tied together per structural drawings and shall meet all applicable seismic codes.
Sample 1
TILT-UP WALLS. The exterior of the building shall be constructed of reinforced concrete. Construction and erection of the wall panels to be standard tilt-up method. A structural engineer will determine the panel thickness. Panels shall be cast on and lifted from the floor slab. Panels to be +/- 29' above finished floor elevation for a parapet design. Interior pick points will be left exposed (covered by eventual interior wall finishes). Panels shall be prepared to receive paint finish. Exterior panel joints to be caulked on both sides. We have included added architectural expense for conformance to South Xxxxxxx design review criteria.
Sample 1

Related to TILT-UP WALLS

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

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  • WINDOW CLEANING Tenant shall not clean, nor require, permit, suffer or allow any window in the Premises to be cleaned from the outside in violation of Section 202 of the Labor Law, or any other Requirement, or of the rules of the Board of Standards and Appeals, or of any other board or body having or asserting jurisdiction.

  • Windows a. Front and rear windshield per California Vehicle Code § 26710.

  • Floor Loading Floor loading capacity shall be within building design capacity. Tenant may exceed floor loading capacity with Landlord’s consent, at Landlord’s sole discretion and must, at Tenant’s sole cost and expense, reinforce the floor as required for such excess loading.

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  • Interior (a) Ceilings, sidewalls and bulkhead panels shall be clean and free of cracks and stains;

  • Exterior and interior functional areas and spaces of the Project, with technical and equipment requirements on each;

  • Elevators Landlord shall provide passenger elevator service during normal business hours to Tenant in common with Landlord and all other tenants. Landlord shall provide limited passenger service at other times, except in case of an emergency.

  • Window Coverings No curtains, draperies, blinds, shutters, shades, awnings, screens or other coverings, window ventilators, hangings, decorations or similar equipment shall be attached to, hung or placed in, or used in or with any window of the Building without the prior written consent of Landlord, and Landlord shall have the right to control all lighting within the Premises that may be visible from the exterior of the Building.

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