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9ofg7 <br /> Wednesday, October 18, 2023 <br /> ELEVATION MAP <br /> 3' 0` <br /> -3/4 -1 -1/2 00 <br /> j <br /> 3/4 -3/4 . -3/4 -3/8 <br /> I <br /> -1 - 1/2 -1 <br /> -1 1/2 -1 1/2 <br /> 31 13 LOCATE PILE 31 /� <br /> 6'-0" _ WITHIN 3'-0" U' • � 1 10' v' � T 00 <br /> OC MAX FROM CORNER N - N <br /> -3/4 q/8 10' <br /> [3110 -2 1/4 9 1 N 12' <br /> (4)PILES @qON <br /> 46'-0"OC MAX �Helical Piles3Existing Posts13/= /8 1/8 <br /> 2 241 <br /> CENTER LOCATE PILES UNDER <br /> EXISTING BUNDLED KING &JACK <br /> STUDS CARRYING GARAGE 1- <br /> --�. DOOR HEADER <br /> i I f <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. 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 6'-0"o.c. UNO. <br /> 2. End piles are to be placed within 3'-0"from corner as specified below LINO. <br /> PILE SPACING&LOAD REQUIREMENTS TABLE <br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> PILE# PILE TYPE 200%MIN VERTICAL LOCATION <br /> BTWN PILES END OFFSET ALLOWABLE LOADING CAPACITY <br /> (MIN ULTIMATE CAPACITY) <br /> 1-2 PER PLAN 10.0 k/PILE 20.0 k/PILE GARAGE <br /> 3-5 HELICAL PER PLAN 6'-0" 6.0 k/PILE 12.0 k/PILE <br /> 6-8 PER PLAN 9.0 k/PILE 18.0 k/PILE PORCH <br /> 9-13 1 6'-0" 10.0 k/PILE 20.0 k/PILE EXTERIOR <br /> NOTE: 1-120'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 1-120's contract and scope and are not addressed in this package.-L120 <br />