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� DIVISION 03 Section 3450 - Architectural Precast Concrete-Plant Cast <br /> , <br /> ' SECTION 03450 <br /> ARCHITECTURAL PRECAST CONCRETE-PLANT CAST <br /> ' <br /> PART 1. GENERAL <br /> , 1.01 RELATED DOCUMENTS <br /> ' A. Drawin,gs and general provisions of the Contract,including General and Supplementary <br /> Conditions and Division I Specification Sections,apply to this section. <br /> 1.02 SUMMARY <br /> � A. This Section includes azchitectural precast concrete units,plant cast. <br /> ' B. Related Sections:The Eollowing Sections contain requirements that relate to this Section: <br /> 1. Division 7 Section"Water Repellents"for water-repellent finish treatments. <br /> � 2. Division 7 Section"Flashing and Sheet Metal" for flashing receivers and reglets. <br /> 3. Division 7 Section"Joint Sealants"for elastomeric joint sealants and sealant backings. <br /> ' 1.03 PERFORMANCE REQUIREMENTS <br /> ' A. Structural Performance:Engineer,fabricate,and install azchitectural precast concrete units <br /> to withstand design loads within limits and under conditions indicated. <br /> B. Engineering Responsibility:Engage a fabricator who utilizes a qualified professional <br /> � engineer to prepare design calculatians,Shop Drawings,and other structural data for <br /> architectural precast concrete units. <br /> ' 1.04 SUBMITTALS <br /> A.General: Submit each item in this Article according to the Conditions of the Contract and <br /> Division I Specification Sections. <br /> � B. Shop Drawings prepared by or under the supervision of a qualified professional engineer <br /> detailing fabrication and installation of azchitectural precast concrete units. Indicate member <br /> , locations, plans, elevations, dimensions, shapes, cross sections, and types of reinforcement, <br /> including special reinforcement. Include locations and details of hoisting points and lifting <br /> devices for handling and erection. <br /> ' 1. Indicate sepazate face and back-up mix locations and thicknesses. <br /> 2. Indicate welded connections by AWS standazd symbols.Detail loose,cast-in,and field <br /> , hardware inserts,connections,and joints,including accessories. <br /> 3. Indicate locations and details of anchorage devices that are to be embedded in other <br /> ' construction. <br /> 03450- 1 <br /> I�NNEPIN COUNTY Oroao Salt Stora¢e <br /> ' March 22,2002 Project No.:0031569 Co�ract No.:0751R2 <br />