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• • 9 of 23 <br /> Monday, April 17, 2023 <br /> Back <br /> tDecking t <br /> 1 1 Slab Walkway i' Slab Walkway <br /> _ 12 : 43' Access <br /> l 1i 1/4-��i.er 58 -5 -1/4 <br /> Y_ <br /> Ri <br /> n 6. (3)P ES@ <br /> `° 7'-0" o C MAX <br /> (7), <br /> Garage 11/2 1/4 -1 -3! <br /> Crac 1 3,4 ,� LOCATET'ILE UNDER <br /> ='� a CHIMNEi FF GAT .1-- <br /> .21 <br /> m 4 • !8 1' 3 1� <br /> Yi �'� CHIMNE /SCRIP FTG <br /> 3 • CORNE N <br /> ni <br /> Q=3"Helical Pile <br /> °I[ ±___ � 4 �� M=Existing Crack In Foundation <br /> .:� 6 1,2 00 <br /> LOCATE PILES Power 1 <br /> 12' r� Crack <br /> 23.5' <br /> WITHIN 2'-0"OF LOCATE PILE <br /> CHIMNEY SIDES WITHIN 3'-0" <br /> FROM CORNER <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 7'-0"o.c. per the attached SSK-01. <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 7'-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 />