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9 of 24 <br /> Wednesday, December 29, 2021 l <br /> FOUNDATION SPECIALIST <br /> .00 <br /> Crew will install 16 3" 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. Sales tax is subject to change at end of project. Crew will pumping 706 pounds of <br /> polyurethane foam to lift and void fill slab, if crew needs more than estimated amount crew will then charge $7 a pound. Crew will <br /> install helical piles#1-3 along the North side of homes foundation, crew will be removing and replacing necessary amount of <br /> deck boards to install helical piles. Crew will be placing 3 20" composite pads with adjustable 4x4 brackets along each 4x4 deck <br /> posts supporting the roof. Crew will install helical piles#4-8 along the East side of home's foundation supporting garage headers. <br /> Crew will need to remove and replace 5 concrete holes in the driveway slab. Crew will be installing helical piles#9-11 along the <br /> South side of home's foundation. Crew will excavate 2x2 area's in the soil where piles will be installed. Crew will also have to <br /> remove necessary amount deck boards to install piles #10-11. Crew will be installing helical piles#12-16 along the interior of <br /> garage. Crew will be placing helical piles#12-13 along the chimney and pile#14 will be installed along load bearing wall <br /> Inr,,.r+in,.+kn tioisr„ r'ro,.,,.,in ,,ien nin,.a .,iioe 441 R_ F ni,..,r, +tio g.,A r,.,c-+e rro,.,,.,.ii ror.,n,,o -r,rl ro..in,.o +o f„r;r,+eri r <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 &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 pile <br /> installation provided that no two adjacent spans exceed the spacing limitation of 6'-0"o.c. UNO. <br /> 2. End piles are to be placed within 3'-0"from corner as specified below UNO <br /> Crawlspace <br /> cess <br /> I. 11. <br /> •1 1/4 1 -1 -1/2 0 <br /> -1 -3/4 -7/8 -1/2 7 9i <br /> or <br /> -o -1 1/4 -1 -3/4 -3/8 -1/2 <br /> cni <br /> 6' <br /> s I-- - <br /> -1 3/4 -1 32' -1 .!8 <br /> Ni0 - . .. <br /> 6'-0" 19 *1 <br /> OC MAX— Chimney ) <br /> -1 -1/2 <br /> P)we 4 ��' — LOCATE PILE rn <br /> No 1/4 , , BETWEEN =_ <br /> LOCATE PILE UNDER 3 . CORNERS w (3)PILES @ <br /> CHIMNEY FTG AT 4 1/4 2 1/ -1 1/8, N 6'-0"OC MAX /1 <br /> CHIMNEY/STRIP FTGarn , 16 �! p i \ <br /> CORNER' Garage 2 <br /> 15 <br /> Gas E.-1 1/4 -3 -2• -t -=3"Helical Pile <br /> CENTER P ES ON C ; =Polyurethane Foam Injection <br /> 9 EXISTING OSTS ,+ =20"Composite Pad <br /> -3 1/2 With Adj.4x4 Bracket <br /> LOCATE PILE -2 1/2 -3 -4 1/2 • =Existing 6x6 Garage Post <br /> 10' <br /> WITHIN 5'-0" .71 I L— 4 LOCATE PILE <br /> FROM CORNER 8 6 WITHIN 5'-0" <br /> LOCATE PILES UNDER FROM CORNER <br /> BUNDLED KING&JACK <br /> STUDS CARRYING GARAGE <br /> DOOR HEADER <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 />