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9 of 23 <br /> Monday, December 11, 2023 <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 7'-0"o.c.is achieved w/the installation of supplemental C6x8.2 channels spanning from pile-to-pile. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered <br /> during pile installation provided that no two adjacent spans exceed the spacing limitation of 7'-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 /> 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-01 &SSK-02. <br /> • • • <br /> • Slab Patio <br /> 24' <br /> • <br /> • = <br /> (2)PILES y 7'OC MAX <br /> + N <br /> LOCATE PILE WITHIN <br /> 24' 11 10 <br /> 3'OF CORNER MAX <br /> [_ • -3/4 -1 5/8 -1 1/2 12,< 1 Q <br /> (2)PILES Q 7'04 MAX -7 9 \ v <br /> 1 2 O <br /> 1 4i 3/8fi 3 -2 ••-1 1/2 -3/4 -.Ft: --@ <br /> 2 ,I *3 cn <br /> r 8 cn <br /> LOCATE PILE WITHIN <br /> 1'OF CORNER MAX -7/1 00 < -1/2 <br /> 5 24 6 7� LOCATE PILE WITHIN <br /> N- l�L 3'OF CORNER MAX <br /> (4)PILES @ 7'OC MAX <br /> C}=3" Helical Pile <br /> =Existing Crack in Foundation <br /> =20"Composite Pad with <br /> Adj.4x4 Saddle Bracket <br /> =6"Steel C Channeling <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 />