This Guide Specification is intended to be used as a basis for the development of an office master specification or in the preparation of specifications for a particular project. In either case this Guide Specification must be edited to fit the conditions of use. Particular attention should be given to the deletion of inapplicable provisions or inclusion of appropriate requirements. Coordinate the specifications with the information shown on the contract drawings to avoid duplication or conflicts.
Shaded portions are Notes to the Specification Writer.
ARCHITECTURAL PRECAST CONCRETE
This Section uses the term “Architect.” Change this term to match that used to identify the design professional as defined in the General and Supplementary Conditions. Verify that Section titles referenced in this Section are correct for this Project’s Specifications; Section titles may have changed.
PART 1 – GENERAL
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
This section includes the performance criteria, materials, production, and erection of architectural precast concrete for the entire project. The work performed under this section includes all labor, material, equipment, related services, and supervision required for the manufacture and erection of the architectural precast concrete work shown on the contract drawings.
Adjust list below to suit Project. Delete paragraph below if not listing type of units.
This Section includes the following:
1. Architectural precast concrete cladding and load bearing units.
2. Insulated, architectural precast concrete units.
3. Brick-faced, architectural precast concrete units.
4. Stone-faced, architectural precast concrete units.
C. Related Sections include the following:
List below only products and construction that the reader might expect to find in this Section but are specified elsewhere. Other sections of the specifications not referenced below, shall also apply to the extent required for proper performance of this work.
Division 3 Section “Cast-in-Place Concrete” for placing connection anchors in concrete.