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7 of 8 <br /> Thursday, September 1, 2022 <br /> SCOPE OF WORK FO 14DATON WI'"ST <br /> Crew will install 3" Helical Piles, as well as 6x6 Adjustable Post Bases with Pads, and lift home to maximum practical recovery. <br /> Crew will drive piles to a maximum 25'after there will be a $20 a foot charge per pile. Whomever represents home will need be <br /> onsite for crew arrival and or job completion. Homeowner to pay 25% deposit, then 25% 1 month before project starts, &50% <br /> due upon job completion. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a maximum pile <br /> spacing of 6'-0"o.c.is achieved.Reference SSK-01 for typical pile installation. <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 installation <br /> provided that no two adjacent spans exceed the spacing limitation of 6-0"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 T-0"as marked. <br /> ELc \/AT1 (jIV MAr <br /> 4) PILES @ 6'-0" O.C. MA LOCATE PILE 3'-0" <br /> 7 24' 8 9T-4 >� <br /> O.C. MAX FROM _- <br /> cce sORNER <br /> X -7 4 5/8 I <br /> < 5 LOCATES LOCATE PILES 10 <br /> ILE T-0" AND 11 UNDER <br /> USLIDER DOORO 4 -6 FIR MA4EADER SUPPORT <br /> COR R NEW 8'-0"C6X8.2 CHANNEL <br /> 51/2 AND CARBON FIBER <br /> ion T HT - <br /> +1 /2 <br /> STITCHING @ 8"O.C. FOR _ <br /> 1 LENGTH OF CRACKS <br /> 2x i n r --_- <br /> 2 (3)PILES @ 6'-0"O.C. MAX <br /> OCATE P E 1'- ". MAX ROM_1 =3"HelicalPile <br /> O R1 -1 ® =6xg qdI'. Post Base with Pad <br /> 2 8 - ---- <br /> m --- <br /> - NEW CARBON FIBER <br /> STITCHING @ 8"O.C.FOR } <br /> LENGTH OF CRACKS - <br /> 0 0 0 NEW 6'-0"C6X8.2 CHANNEL <br /> AND CARBON FIBER <br /> STITCHING @ 8"O.C.FOR <br /> LENGTH OF CRACKS <br /> i <br /> I <br /> 2' <br /> NOTE:NOTE:1-120'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 />