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6of21 <br /> • <br /> Tuesday, May 12, 2020 ' r=\ <br /> FOUNDATION �SPECIAL.IST <br /> Crew will install 2 7/8" Helical Piles and lift home to maximum practical recovery. Crew will drive piles to a maximum 25'after <br /> there will be a $20 a foot charge per pile. We will lift with Slabjack. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and piles are installed <br /> with a maximum pile spacing of 6'-0"o.c. or 7'-0"o.c. per the attached SSK-01. <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 pile <br /> installation provided that no two adjacent spans exceed the spacing limitation of 6'-0"o.c. or 7'-0"o.c.. <br /> 2. End piles are to be placed from corner as specified below. <br /> LOCATE PILE <br /> WITHIN 1'-0" <br /> FROM CORNER <br /> 57' 9 <br /> •. <br /> 0 0 +1/4 0 Y -1 -1 1/4 <br /> 01. <br /> _1/2 6'-0"OC MAX <br /> U <br /> (2) PILES @ 7'-0"OC MAX <br /> -7 -#-=3" Helical Pile <br /> -5/8 LOCATE PILE UNDER • (2)PILES @ <br /> -1/4 0 CHIMNEY FTG AT -5/8 N <br /> CHIMNEY/STRIP FTG , 2'-0"MIN OC <br /> j CORNER T <br /> C -1/4 -1/8 <br /> -1 3/8 N <br /> (2)PILES @ -0"OC MAX <br /> 0 -1 -1 3/4 6'-0"OC MAX <br /> • <br /> C -1/8 -1i8 fN 10 I 12' LOCATE� <br /> ILE <br /> 35' WITHIN 1'-0" <br /> (2)PILES @ 6'-0"OC MAX FROM CORNER <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 /> interior elements,exterior decks,and deck supporting elements are outside of L120's contract and scope and are not addressed in this package.-L120 <br />