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�. <br /> SECTION 03415 <br /> HOLLOW CORE PRECAST PLANKS <br /> PART 1 GENERAL <br /> 1.1 SECTION INCLUDES <br /> A. Floor ptanks. <br /> B. Connection plates . <br /> C. Grouting plank�oint keys. <br /> 1.2 RELATED SECTIONS <br /> �� A. Section 03300 - Cast-in-Place Concrete <br /> B. Section 03411 - Structural Precast Concrete. <br /> � C. Section 03505 - Self-Leveling Underlayment. <br /> D. Section 04300 - Unit Masonry System : Masonry load bearing support walls. <br /> E. Section 07270 - Firestopping. <br /> �� <br /> 1.3 REFERENCES <br /> A. ACI 301 - Structural Concrete for Buildings. <br />�d� B. ACI 318 - Building Code Rec�uirements for Reinforced Concrete. <br /> C. ASTM A36 - Structural Steel. <br /> � D. ASTM A416 - Uncoated Seven-Wire Stress-Relieved Steel Strand for Prestressed <br /> ,,�; <br /> Concrete. <br /> E. AWS D1.1 - Structural Welding Code. <br />�� F. AWS D1.4 - Structural Welding Code - Reinforcing Steel. <br /> ;� G. PCI -Manual For The Design of Hollow Core Slabs. <br /> H. PCI MNL-116 - Manual for Quality Control for Plants and Production of Precast <br /> and Prestressed Concrete Products. <br /> �� I. PCI MNL-120 - Design Handbook-Precast and Prestressed Concrete. <br /> J. PCI MNL-123 - Manual on Design of Connections for Precast Prestressed <br /> �� Concrete. <br /> K. PCI MNL-124 - PCI Design for Fire Resistance of Precast Prestressed Concrete. <br /> M. PCI -Tolerances for Precast and Prestressed Concrete. <br /> N. LJL -Underwriters' Laboratories Inc., Fire Resistance Directory. <br /> 1.4 DESIGN REQUIREMENTS <br /> ;��� A. Size components to withstand design loads as indicated on the Drawings. <br /> B. Design components to accommodate construction tolerances, deflection of other <br /> building structural members and clearances of intended openings. <br /> ��,:� <br />��� <br /> � Division 3 -Section 03415 <br /> Page 1 of 4 <br />�,:: <br /> �� <br />