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\ <br /> 0 <br /> M <br /> SpN\EL W47 <br /> \ 4• �Z��'Q�0c wAsy,4 J9 <br /> o Z v7 F. <br /> y <br /> r3 40643 �� <br /> \ 4•IT <br /> ��' '�FG/STEgE� <br /> FSS/ONAI.� G <br /> \ 4• <br /> SPECIAL INSPECTIONS: <br /> c SPECIAL INSPECTIONS OF PILE INSTALLATIONS SHALL BE CONTINUOUS <br /> i-- &PERFORMED ACCORDING TO ESR 3969, SECTION 4.3, AND INTERNATIONAL <br /> BUILDING CODE SECTION 1705. INSPECTION SCHEDULE SHALL CONSIST OF <br /> VERIFYING AND DOCUMENTING PILE AND BRACKET NUMBERS ON SITE, <br /> \ 4• FOLLOWED BY OBSERVATION OF THE INSTALLATION'S LOCATION, EMBEDMENT <br /> DEPTH, AND FINAL INSTALLATION TORQUE VALUE, CORRELATED TO THE <br /> REQUIRED DESIGN LOAD. ON-SITE LOG BOOK FOR REMAINING INSTALLATIONS <br /> c, WILL BE VERIFIED. A FINAL INSPECTION OF THE INSTALLED REMAINING PILES <br /> ;-- AND LOG BOOK DATA WILL BE DOCUMENTED IN A BRIEF LETTER SUBMITTED <br /> TO THE BUILDING AUTHORITY. <br /> \ 4• <br /> 0 <br /> \ 4• NOTE SEE FLOOR LEVEL <br /> SURVEY FOR PLAN DIMENSIONS <br /> LEGEND <br /> o • INDICATES HELICAL PIER & <br /> ;-- 10K UNFACTORED DESIGN LOAD <br /> (KIPS). SEE DTL 3& 4 <br /> o 4• <br /> N\ <br /> • • • • • <br /> 46. <br /> T-0" 7-0 T-o' I 7'-0 5-6 <br /> 0 FOUNDATION REPAIR PLAN <br />