Laserfiche WebLink
8 of 24 <br /> Tuesday, December 29, 2020 : —l — : <br /> FOUNDATION' SPECIAUST <br /> Crew will install 3" Helical Piles with 4'segments of Angle Iron, and lift home to maximum practical recovery. Crew will drive piles <br /> to a maximum 25' after there will be a $20 a foot charge per pile. Dingo accessible. Crew will install Polyurethane Foam and lift <br /> slab. <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 spanning from pile-to-pile per the attached <br /> 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 /> 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 /> AI3 4 5 6 Al 7 57' <br /> �1/4„ -2 -1 7/ 5/� _ <br /> �c-2- 4 LOCATE PILE2 1 3/8 -1 3/8 -7/8 <br /> WITHIN 2'-0" (5)PILES @ <br /> FROM CORNER 6'-0"OC MAX W/ LOCATE PILE <br /> L6x6x3/8 ANGLE WITHIN 1-0" <br /> 1 (2)PILES @ -318 FROM OPENING <br /> 6' 0"OC MAX W/ <br /> L6x6x3/8 ANGLE _3/4 -1 1/8 <br /> N ®-3/4 -1 1/8 <br /> -1 1/8 <br /> -3/8 <br /> -3/4 -1/8 -5/8 <br /> -1/4 rn <br /> 1/4 3 w 6' cn <br /> 30' <br /> = 3" Helical Pile N ' <br /> 21' <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 />