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1111 <br /> 46'-D' <br /> i <br /> 6'-0' <br /> 14K 1 14K <br /> ■ ■ ■ <br /> io <br /> ■^fV <br /> O <br /> IAD <br /> ■^ i0p0pp <br /> �O N <br /> NOTE: SEE FLOOR LEVEL 10-11/4- <br /> SURVEY <br /> SURVEY FOR PLAN DIMENSIONS <br /> LEGEND <br /> ■ INDICATES PUSH PIER & <br /> 10K UNFACTORED DESIGN LOAD <br /> (KIPS). SEE DTL 2 <br /> C6x8.2 x SPLICE AT INTERIOR SPECIAL INSPECTIONS; <br /> PIERS AS REQUIRED SPECIAL INSPECTIONS OF PILE INSTALLATIONS <br /> SHALL BE CONTINUOUS&PERFORMED ACCORDING TO ESR <br /> SECTION 4.3,AND INTERNATIONAL BUILDING CODE SECTION <br /> 1705. INSPECTION SCHEDULE SHALL CONSIST OF <br /> VERIFYING AND DOCUMENTING PILE AND BRACKET <br /> NUMBERS ON SITE, FOLLOWED BY OBSERVATION OF THE <br /> INSTALLATION'S LOCATION, EMBEDMENT DEPTH, AND FINAL <br /> INSTALLATION TORQUE VALUE, CORRELATED TO THE <br /> OFOUNDATION REPAIR PLAN REQUIRED DESIGN LOAD. ON-SITE LOG BOOK FOR <br /> 1KVAI '-r REMAINING INSTALLATIONS WILL BE VERIFIED. A FINAL <br /> INSPECTION OF THE INSTALLED REMAINING PILES AND LOG <br /> BOOK DATA WILL BE DOCUMENTED IN A BRIEF LETTER <br /> SUBMITTED TO THE BUILDING AUTHORITY. <br /> ,oStl WW yN <br /> •Q� WASy��9 <br /> Z <br /> ,Z h � <br /> �t4064 wsTE�O ' <br /> FSS,ONAI.0 <br />