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, , <br /> 4..4,...., <br /> SCOPE OF WORK PILAVDA"°" 0 <br /> "'" S` <br /> 4 <br /> Crew will install 22 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 728 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. piles#1- <br /> 4 will be installed along the West foundation wall of home to lift and stabilize home. Crew will be install helical piles#5-11 along <br /> the North foundation wall of home. Crew will have to remove and replace concrete in slab for piles#5-9. Crew will remove and <br /> replace existing posts supporting framing of home and place a 20" composite pad with an adjustable 4x4 bracket. Crew will <br /> install piles#12-20 along the East foundation wall of home crew will have to remove and replace existing posts supporting home. <br /> Crew will be removing and replacing necessary amount of decking. Crew will install pile#21 along the South foundation wall of <br /> home. Crew will be installing helical pile#22 along this 6x6 post in basement to help lift interior as crew lifts and stabilizes <br /> foundation. Crew will also be drilling 3/8's holes into the interior slab to lift and void slab with a polyurethane foam injection. <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"o.c. is achieved. R&R to coordinate new additional pile and pile cap locations with Structural Remodel <br /> 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 pile <br /> installation 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 3'-0"as marked. <br /> LOCATE PILES UNDER <br /> • • • (4)PILES @ 6'-0"O.C. MAX DESIGNATED POINT LOAD <br /> LOCATE PtILEVVITHIN • REACTIONS/POSTS PER <br /> • REMODEL STRUCTURAL <br /> 2 1-0"MAX F CORNER PLANS BY"BTL <br /> Decking <br /> 2 . LOCATE PILE WIT IN �� ENGINEERING". <br /> 0 b 3'-0"MAX OF COR ER 1, 16 <br /> it, Iti. LOCATE PILE WITHIN 3'-0"MAX <br /> `=6 �� s /a ..• <br /> `•pli ��/8 OF CORNER <br /> co \ 11 i ( 21 <br /> @) w jo 13 <br /> —J to tl -31 <br /> ... • `15' 16 . 24 . 25 2; <br /> Ul \ O < 1 4 _ <br /> J N 9 _ -.1`��6 7/8 -1 1 A -1 <br /> LT_ <br /> LOCATE PILE <br /> gcci- <br /> WITHIN 1'-0"MAX <br /> • OF CORNER 7 3 1/2 I jj <br /> LOCATE PILE WITHIN <br /> 2'-0" VAX OF CORNER (4)PILES @ 6'-0"O.C. AX i- TT <br /> '37'8 2F--f--------.vv.33--- .-_ 8 El 9--=--i i-• -1 <br /> LOCATE PILE WITHIN LOCAT PILE ITHIN <br /> 1'-0"MAX OF CORNER \ 5 2 1 6'-0"M. OF ORNER <br /> N- <br /> q.:,• I, :i _ -1 it, t -1/4 r•7=Existing 6x6 Post <br /> • <br /> Power �:'. OCATE PILES AND PILE`�0=3"Helical Pile <br /> 1 CAPS PER SSK-02 r=Polyurethane Foam Injection <br /> LOCATE PILE WITHIN 2'-0"MAX /� UNDER DESIGNATED =Existing 6x6 Post <br /> OF CORNER I POINT LOAD 1 HELICAL PILE W/PILE CAP <br /> REACTIONS/POSTS PER�. <br /> (2)PILES @ 6'-0"0.C. MAX REMODEL STRUCTURAL <br /> PLANS BY"BTL <br /> ENGINEERING". <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 />