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8 of 20 <br /> -hursday, July 7, 2022 I <br /> FOUNDATION *SPECIALIST <br /> :rew will install 3" Helical Piles, 4x4 PT Posts, as well as 2'x2'x8" Pad, and lift home to maximum practical recovery. Crew will <br /> rive piles to a maximum 25'after there will be a$20 a foot charge per pile. Whomever represents home will need be onsite for <br /> rew arrival and or job completion. Homeowner to pay 25% deposit, then 25% 1 month before project starts, &50%due upon <br /> >b completion. Permit/Scheduling times may very beyond R&R Foundation Specialist control per issuing municipalty. <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. 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 8'-0"o.c. UNO. <br /> 2. End piles are to be placed within 3'-0"from corner as specified below UNO. <br /> 6' (3) PILES @ E'-0"OC MAX LOCATE PILE <br /> 17' �(6.,'� `'.'MINN� / 21, 1 / WITHIN 3'-0„ <br /> • �‘ FROM CORNER <br /> 1 i8 0 -1/4 -5'Y'8 -3%d 5T%ry <br /> -3/4 (3)PILES @ 3'-0"OC MAX <br /> 1 l = i 4x4 rust <br /> -1/8 -5/8 -1g <br /> 72Pos• ► i 7/8 ®_f Post. 4-1 n -- = 3" Helical Pile <br /> •lei fit <br /> 7 6' •osts ❑ = 2'x2'x8" Pad <br /> 20' <br /> -1/ <br /> �, Access 7' f'nst''.� <br /> tt �' Post 10 11 <br /> 1(7' -' -1/4 -1/4 <br /> 7.5" 14.5' N <br /> 9: ^ <br /> 20' <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 />