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.