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9 of 31 <br /> Friday, August 25, 2023 <br /> cr <br /> 8' 0"OC MAX W/ <br /> LOCATE PILE LOCATE PILE <br /> C6x8.2 CHANNEL <br /> WITHIN 3'-0" WITHIN 3'-0" <br /> FROM CORNER FROM CORNER <br /> s� WSWaY <br /> 8'-0"OC MAX W/ 6 r7 4-, oC an <br /> C6x8.2 CHANNE 8+ a 14i1 — �Y4 <br /> Gar age . <br /> Ce 7'-0"OC M ems <br /> (3)PILES @ 8'-0"0 MAX CtawM,t"'!"1 N Basement <br /> W/C6x8.2 CHAN EL .1 <br /> -1,4 <br /> lV ►_. <br /> l \ „ 28' <br /> 6' <br /> i Joists Runt <br /> \IV Runt <br /> N <br /> 4=3"Helical Pile <br /> =Existing Crack In Foundation <br /> e=20"Composite Pad <br /> With Adj.4x4 Bracket <br /> Stem Walt 6"x2' <br /> Foundation Footing 12" <br /> Joists Spaced 16"O.0 <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 8'-0"o.c.w/the installation of 4'-0"segments or supplemental L6x6x3/8 angle centered on pile or <br /> supplemental C6x8.2 channel spanning from pile-to-pile 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 8'-0"o.c. UNO. <br /> 2. End piles are to be placed within 3'-0"from corner as specified below UNO. <br /> 3. Supplemental steel to be anchored to concrete with 5/8"diam Simpson Titen HD screw anchors @ 12"o.c.w/4"minimum embedment. <br /> Refer to attached SSK-02. <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 />