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.
Walls. Sheetrock (drywall) damage should be patched and fire-taped so that there are no holes in either office or warehouse.
Walls. The external walls of the building be 200/ 125 mm thick brick and partition wall inside the flats shall be of 75 mm and 125 mm thick. Both to be bounded with cement mortar.
Walls. (a) All new interior walls to be taped, bedded, textured and painted. Existing walls to be repainted or cleaned to a like new condition. Color to be selected by occupying agency.
Walls. No nails, wall anchor, screws or adhesive hangers except standard picture hooks, shade brackets and curtain rod brackets may be placed in walls, woodwork or any part of Premises.
Walls. All external walls shall be 200 mm brick with cement plaster as per sanctioned Plan. All internal partition walls will be 75 mm to 125 mm thick with both side plaster. All inside wall will be coated with best quality plaster of Paris or wall care putty.
Walls. Contractor shall furnish and install expansion anchors and, if necessary, bracket adapter plate. Bracket, or bracket and adapter plate shall be placed in position on wall and secured to expansion anchors by stainless steel bolts.
Walls. The Engineer shall prepare the retaining wall layouts showing plan and profile or retaining walls for design by a State approved vendor. The Engineer is responsible for design of geometry and wall stability. The Engineer shall incorporate a slope of 4:1 or flatter from the existing and finished ground line elevation to the face of the retaining wall. Concrete Block Walls (Structural and Landscape) Tied Back Walls Soil Nailed Walls Rock Nailed Walls Drilled Shaft Walls Temporary MSE Walls. The Engineer shall provide layouts (scale 1”=100’), elevations, quantity estimate, summary of quantities, typical cross sections and structural details of all retaining walls within the project. Approximate lengths of the retaining walls as shown on the schematic are listed as below. The Engineer shall determine if any additional walls are required and verify the need for and length of the retaining walls as shown on the schematic. If applicable, the State will provide architectural standard drawings. The Engineer shall incorporate architectural standard drawings into design details. The specific requirements for each item are as follows:
Walls. External walls to be partly glazed unitised façade system - or such other plans as may be approved by the Council. Internal walls to be exposed concrete / white painted metal stud plasterboard, with appropriate acoustic / fire separation to other adjacent spaces / occupiers.
Walls. Purchaser acknowledges that he or she may not, without the prior written consent of the Executive Board of the Association, penetrate the Unit’s interior drywall (or other interior surface material) of any exterior wall or of any demising wall for any reason, including, by way of illustration, but not limitation, running speaker wire or cable in the Unit.
