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\ \ <br /> 0 <br /> in <br /> 13K <br /> 13K <br /> • \ <br /> up <br /> in 1 <br /> in 0 <br /> 13K 1 <br /> • \ `� 11'-6" <br /> / /3K . <br /> O 1•--\ \ O <br /> m 11'-6" <br /> / 17K <br /> 1 o • \0_- Y <br /> NOTE: SEE FLOOR LEVEL 13K <br /> a SURVEY FOR PLAN DIMENSIONS • \ \ 1? <br /> 13K ^ <br /> • \ LEGEND o <br /> • INDICATES HELICAL PIER & .0 17K <br /> 010K UNFACTORED DESIGN LOAD o ■ \ <br /> .n (KIPS). SEE OIL 3 1: •\ I REPLACE(E)4X4 POST <br /> 13K NEW POST&18.0 <br /> • \ ■ INDICATES PUSH PIER & FOOTING, SEE DETAIL 5 In <br /> 10K UNFACTORED DESIGN LOAD o i <br /> b (KIPS). SEE DM ' \ O ^ <br /> lo1 <br /> in <br /> 13K 13K b1 • \ <br /> • • •1.31( ,\ 3 1 13K 13K 1 m <br /> Iv\ 17K 17K• <br /> 17K 17K \ <br /> 2'-6" 5'-B' • <br /> 5'-6" 1. <br /> 4'-6' 4'-0' 3'-6' 5'-6' 8'-0' 6'-6' 2'-fi' <br /> / / / / <br /> • <br /> 10FOUNDATION REPAIR PLAN _ BACKFILL <br /> m-0. <br /> (E)GRADE <br /> SPECIAL INSPECTIONS; I 1171=11=II v <br /> SPECIAL INSPECTIONS OF PILE INSTALLATIONS SHALL BE <br /> CONTINUOUS &PERFORMED ACCORDING TO ESR 1854, SECTION 4.3, I11=11=11.PARAGRAPH PARAGRAPH 2, AND INTERNATIONAL BUILDING CODE SECTION 1705. 11=11=11 "' <br /> INSPECTION SCHEDULE SHALL CONSIST OF VERIFYING AND <br /> DOCUMENTING PILE AND BRACKET NUMBERS ON SITE, FOLLOWED BY <br /> OBSERVATION OF THE INSTALLATION'S LOCATION, EMBEDMENT DEPTH, <br /> AND FINAL INSTALLATION TORQUE VALUE, CORRELATED TO THE <br /> REQUIRED DESIGN LOAD. ON-SITE LOG BOOK FOR REMAINING ii In , •4 \ <br /> INSTALLATIONS WILL BE VERIFIED. A FINAL INSPECTION OF THE 11`.1 •• '• <br /> INSTALLED REMAINING PILES AND LOG BOOK DATA WILL BE II .II IIi. • ' II FOOTING BEYOND <br /> DOCUMENTED IN A BRIEF LETTER SUBMITTED TO THE BUILDING • II <br /> AUTHORITY. <br /> CHIP OUT POCKET IN (E) FOOTING <br /> SPECIAL INSPECTION OF POST-INSTALLED CONCRETE ANCHORS TYPE B BRACKET FLUSH WITH FEIN WAIL POCKET <br /> SHALL BE ACCORDING TO INTRNATIONAL BUILDING CODE, SECTION (PIERTECH P/N 2.88-NCB) WIDTH TO MATCH BRACKET WIDTH <br /> 1705. <br /> .0* <br /> lAIE L Ty-4 2 7/8O EXTENSIONS(5' OR 7') <br /> �� �� (PIERIECH P/N 2.88-E5G OR <br /> 4b/S'l , <br /> , r� �.2,15):„.1 2.88-E7G) <br /> /(1 2 7/8'0X7' LEAD W/10"0 HEIJX NOTE PILE EMBEDMENT SHALL BE <br /> (PIERTECH P/N 288-L710G) O'-O'MIN INSTALLED PER THE <br /> !!!'" <br /> TORQUE CORRELATION METHOD TO <br /> ACHIEVE 2X DESIGN LOAD NOTED ON <br /> p 40643 P THE FOUNDATION PLAN. <br /> O 2 7/8"0 BOLTED HELICAL DETAIL <br /> EXPIRES : JULY 13, 2018 7°e'/B"r-' <br />