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9 of 26 <br /> Monday, September 25, 2023 <br /> ELEVATION MAP <br /> 15' --; . <br /> i <br /> 7' <br /> 0 •15' � -1/4 <br /> M = Existing Post <br /> a) 2x8 @ 2' on center <br /> rn Ct = 3" Helical Pile <br /> -1 W <br /> 3 t+: = New Post <br /> co +� LOCATE PILES UNDER -1 <br /> BUNDLED KING&JACK W <br /> _ _. STUDS CARRYING GARAGE <br /> 1 DOOR HEADER "(31 <br /> -1 • <br /> -2 1/41 <br /> ----1>N <br /> -2 1/4 r (3)PILES @ <br /> 6'-0"OC MAX <br /> *12 <br /> 6'-0" —i LOCATE PILE <br /> OC MAX WITHIN 3'-0" <br /> I. <br /> _ FROM COINER 4 <br /> 5 22' 6 <br /> if <br /> (4)PILES @ 6'-0"OC MAX <br /> Fx.' 'Ti <br /> 4 <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.w/the installation of supplemental L6x6x3/8 angle 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 /> 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 />