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Friday, August 11, 2023 <br /> _ =\i' rlur\i MAP <br /> IA <br /> ; <br /> (2)PILES 6'-0"O.C. r g <br /> 0fk <br /> ts.j� �S1FM*MO E b g� <br /> r,ErgME S ��i., TE PILE be,ti.., I Toro sm I + I <br /> w�rEs�ue6N ( _ i3 :. <br /> I <br /> € «• <br /> CO NER 1 P 8P _.1 P,0C <br /> CATE PILE �� <br /> WI HIN 2'-0"OF ` a 8._ 1 <br /> CORNER 11,PC 1 <br /> ' 1 <br /> `I LOCATION OF PILE CAP �E`s F' r: <br /> 7PC TO BE SHIFTED "(2)PILES � }, , `t <br /> o CLOSER TO PILE CAP 50" +l C Y <br /> X 12PC(WITHIN 1FT) (PILE / / . __ -- ' <br /> CAP 12PC MAY //�� <br /> POTENTIALLY BE s e- 0'-0'MAX TO CORNER <br /> OMMITED)DUE TO SITE DEW Moacsowau <br /> CONDITIONS/RESTRAINT l PILES ES-0"o.C. 1 c. To'meg Ai Ss/D AT <br /> S.BTL ENGINEERING `/ `I„ Ha orti� doms•�T� <br /> (EOR)TO CONFIRM [L 'tl""w""�"K""' <br /> REVISED LOCATION FOR LO T�PILE '° <br /> PILE CAP 7PC AND WITHI 2'-0"OF \. 5P _6P �43P <br /> REMOVAL OF PILE CAP 0 N <br /> 12PC(IF APPLICABLE). a _____ _._.___ .— <br /> d <br /> i s, <br /> s MG <br /> (2)PILES©6'-0"O.C. '-0 MAX TO CORNER e..o ooTro .". <br /> NOTE:DESIGN OF NEW STEMWALL/FOOTING/GRADE <br /> #PC=NEW HELICAL #P=NEW BEAMS BETWEEN PILES TO BE BY BTL ENGINEERING <br /> PILE WITH PILE CAP HELICAL PILE (EOR) <br /> PER SSK-02 PER SSK-01 1 <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a <br /> maximum pile spacing of 6'-0"and 8'-0"o.c.(respectively)are achieved. R&R to coordinate new pile and pile cap locations with <br /> structural remodel plans provided by BTL engineering (EOR)at indicated point load locations. Ref SSK-01 and SSK-02. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with ±0'-6"tolerance to allow for unexpected obstructions encountered during <br /> pile installation provided that no two adjacent spans exceed the spacing limitation of 6'-0"and 8'-0"o.c. <br /> 2. End piles are to be placed as close to corners as possible and shall not exceed a maximum corner distance of 3'-0"as marked. <br /> NOTE:L120's scope is limited to the perimeter support systems/continuous footings of the primary structure.All stabilization and replacement efforts of <br /> exterior decks and deck supporting elements are outside of L120's contract and scope and are not addressed in this package. -L120 <br />