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• • <br /> 7.1 <br /> (E) FLOOR BEAM <br /> 6111 <br /> NOTE: SEE FLOOR LEVEL <br /> SURVEY FOR PLAN DIMENSIONS <br /> io <br /> LEGEND K' <br /> C6 x 8.2 x 14'LONG '4• • INDICATES HELICAL PIER & <br /> SPLICE AT INTERIOR 10K UNFACTORED DESIGN LOAD <br /> PILES AS REQUIRED b (KIPS). SEE DTL 3 <br /> m <br /> INDICATES PUSH PIER & <br /> 10K UNFACTORED DESIGN LOAD <br /> (KIPS). SEE DETAIL 4 <br /> c <br /> �o <br /> 0 <br /> 2 O FOUNDATION REPAIR PLAN <br /> SCME <br /> SPECIAL INSPECTIONS; <br /> SPECIAL INSPECTIONS OF PILE INSTALLATIONS SHALL BE CONTINUOUS <br /> &PERFORMED ACCORDING TO 3969, SECTION 4.3, AND <br /> BUILDING CODE SECTION 1705.ESR INSPECTION SCHEDULE SHALL CONSIST OFAL 40,NEEL WqVERIFYING � <br /> FOLLOWED BYDOBSERVDOCUMATION OFITHE INSTALLATION'S L:AND BRACKET NUMBERS ON, EMBEDMENT �QON SITE, ,��, wasy�FJ� <br /> DEPTH, AND FINAL INSTALLATION TORQUE VALUE, CORRELATED TO THE ' <br /> REQUIRED DESIGN LOAD. ON-SITE LOG BOOK FOR REMAINING ' ti Z 1 <br /> INSTALLATIONS WILL BE VERIFIED. A FINAL INSPECTION OF THE INSTALLED <br /> REMAINING PILES AND LOG BOOK DATA WILL BE DOCUMENTED IN A BRIEF <br /> •LETTER SUBMITTED TO THE BUILDING AUTHORITY. �p"F 'pii1�STER �� <br /> • <br /> SS/ONAL <br />