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$ECTION 04400 - STONE <br /> PART 1 - GENERAL � <br /> THE WORK UNDER THIS SECTION IS SUBJECT TO REQUIREMENTS OF THE CONTRACT <br /> DOCUMENTS INCLUDING THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND <br /> SECTIONS UNDER DIVISION - GENERAL REQUIREMENTS. <br /> � PROVIDE CUT STONEWORK FOR EXTERIOR APPLICATIONS: <br /> RETAINING WALL COPING <br /> SUBMITTALS <br /> WITH PRODUCT DATA, SUBMIT THE FOLLOWING: <br /> SAMPLES, 12 INCHES SQUARE, OF EACH FINISH AND TYPE OF DIMENSION <br /> STONE. <br /> SHOP DRAWINGS INDICATING DIMENSION STONE THICKNESSES, PROFILES, <br /> AND JOINT LOCATIONS, PLUS ANCHORING AND FASTENING DETAILS <br /> INCLUDING LOCATION OF PRESET INSERTS. <br /> SYSTEM PERFORMANCE REQUIREMENTS <br /> ENGINEER, FABRICATE AND INSTALL DIMENSION STONEWORK BASED ON TME FOLLOWING <br /> CRITERIA, WITH SAFETY FACTORS FOR STONE APPLIED TO STONE'S SAFETY FACTOR. <br /> SAFETY FACTQRS FOR INDIANA LIMESTONE: AS INDICATED IN "TECHNOTE ON <br /> SAFETY FACTORS" BY THE INDIANA LIMESTONE INSTITUTE OF AMERICA. <br /> ANCHORING SYSTEM: CAPABLE OF SUSTAINING FORCES GENERATED BY GRAVITY <br /> LOADS, WIND LOADS AND STRESSES INDUCED BY THERMAL MOVEMENT, ACTING <br /> SEPARATELY OR IN COMBINATION, WITHOUT EXCEEDING ALLOWABLE STRESSES AS <br /> DETERMINED BELOW: � <br /> FOR STONE, DIVIDE AVERAGE ULTIMATE STRENGTH, AS ESTABLISHED BY <br /> TEST, BY STONE'S SAFETY FACTOR. <br /> FOR STRUCTURAL STEEL ANCHORS, COMPLY WITH AISC "SPECIFICATION <br /> FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR <br /> BUILDINGS". <br /> FOR STAINLESS STEEL COMPONENTS, DO NOT EXCEED 54 PERCENT OF <br /> YIELD STRESS. <br /> PRECONSTRUCTION STONE TESTING <br /> OWNER WILL EMPLOY AND PAY A QUALIFIED INDEPENDENT TESTING LABORATORY TO <br /> PERFORM PRECONSTRUCTION TESTING ON EACH TYPE AND VARIETY OF STONE FOR <br /> COMPLIANCE WITH PHYSICAL PROPERTY REQUIREMENTS SPECIFIED IN REFERENCED <br /> ASTM STANDARD SPECIFICATIONS. <br /> SECTION 04400 - STONE <br /> PAGE 1 OF 3 <br />