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8 of 24 <br /> Thursday, May 27, 2021 i <br /> FOUNDATIONSPECIALIST <br /> I <br /> Crew will install 3" Helical Piles and stabilize building only. Crew will drive piles to a maximum 25'after there will be a$20 a foot <br /> charge per pile. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a maximum pile <br /> spacing of 6'-0"o.c.is achieved with the installation of 4ft segments of supplementary L6x6x5/8 angle iron, centered on each pile. Reference <br /> 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 /> 3. Supplemental steel to be anchored to concrete with 5/8"diam Simpson Titen HD screw anchors @ 12"oc with a 4"minimum embedment. <br /> Refer to attached SSK-1. <br /> , <br /> 21 i <br /> I <br /> Si i 11' -P <br /> ❑Gas -0 <br /> L6X6X5/8 X 4'-0"ANGLE I ON, I- <br /> CENTERED AT EAC PILE I - -=3"Helical Pile (/) <br /> N. - <br /> i i in = xsting upport <br /> 1 <br /> —_—__ -- -- ---- — _—_ —1 � 0 <br /> • <br /> 11' <br /> Second.Story - n <br /> K <br /> I __v_' <br /> 1- <br /> 45' -r:_I <br /> Line Second Story 23 <br /> i . <br /> I I 58:5' <br />