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4 of 7 <br />Friday, July 22, 2022 <br />SCOPE OF WORK <br />Crew will be installing 7 3" Helical piles to lift home to maximum practical recovery. Crew will be removing 11 existing 4x6 posts <br />and will Rhoda hammer & place adj. 4x4 bracket into existing strip footing with pressure treated 4x6 posts and positive <br />connections from beam to post. There will be a 25% deposit due when scheduling tentative start date, next 25% is due upon <br />completion of structural engineering/ permitting & 50% will be due upon job completion. Depth Clause: Piles bid to a maximum <br />depth of 25ft, there will be a $20 per foot beyond that. Crawlspace height is 18"-2'. Dingo/Handheld accessible. Elavation taken <br />from main first floor at (00) mark. Whomever represents home will need be onsite for crew arrival and or job completion. <br />rermlt/,,jcneaullna times may very Devona K&K t-ounaatlon SDeciaiist control per lssulna mun <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 8'-Vo.c. and 6'-Vo.c. is achieved. Supplemental channel shall be C6x8.2 spanning from pile to pile at <br />installation locations. Piles and supplemental channel to be installed in accordance with SSK-01, SSK-02 and SSK-03. <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. <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 />3. Supplemental steel to be anchored to concrete with 5/8" diam Simpson Titen HD screw anchors @ 12"oc with a 4" minimum <br />embedment. Refer to attached SSK-1. <br />tzL tzV A I I 0 IV IVI A P <br />Slab Walk a <br />1 /2 <br />42 <br />1 /2 -1 Acce s -1 /2 <br />C6x8.2 channel installed at (2) PILES @ O.C. MAX <br />the contractor's discretion <br />for increased performance <br />-L120 <br />C6 <br />Vt <br />umpD <br />-1 <br />2 5/8 1 1/4 ill 110-1 1/410 111 1 1r <br />C6x8.2 1 10 <br />channel req'd <br />-1-120 2 LOCATE PILE 6'-0" <br />5 4 3 2 1 <br />O.C. MAX FROM <br />— <br />Power <br />CORNER <br />00� <br />3/8 - - <br />6 <br />`� N <br />C67 6 5 4 <br />¢ = 3" Helical Pile <br />®= 20" Composite Pad <br />iv <br />--- <br />IRK With Adj. 4x4 Bracket <br />Slab Walkway <br />(5) PILES @ 8'4" O.C. MAX LOCATE PILE 1'-0" <br />O.C. MAX FROM _ <br />CORNER <br />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 />