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2418 74TH ST SE 2023 Plans 2024-11-26
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2418 74TH ST SE 2023 Plans 2024-11-26
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Last modified
11/26/2024 10:40:43 AM
Creation date
11/26/2024 10:39:59 AM
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Address Document
Street Name
74TH ST SE
Street Number
2418
Permit
B2301-019
Year
2023
Notes
INSTALLATION OF (4) HELICAL PILES TO STABILIZE FOUNDATION
Address Document Type
Plans
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8 of 21 <br /> l <br /> Sunday, September 11, 2022 �' : <br /> SCOPEOF WORK FOUNDATION-, ,SPECIALIST <br /> Crew will install 3" Helical Piles and lift home to maximum practical recovery. Crew will drive piles to a maximum 25' after there <br /> will be a $20 a foot charge per pile. Crew will remove and replace concrete holes. Whomever represents home will need be <br /> onsite for crew arrival and or job completion. Homeowner to pay 25% deposit, then 25% 1 month before project starts, &50% <br /> due upon job completion. Customer will need to hire Phil Haberman with Cobalt GeoSciences 206-331-1097 for the soils report <br /> and monitoring if required by municipality. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and piles are installed <br /> with a maximum pile spacing of 8'-0"o.c.per the attached SSK-01. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered during pile <br /> installation provided that no two adjacent spans exceed the spacing limitation of 8'-0"o.c. UNO. <br /> 2. End piles are to be placed within 3'-0"from corner as specified below UNO. <br /> 3 4 <br /> • _ 14 <br /> { i <br /> 2 --(,411111 � -1 -1/ 01 -1 I2 -1/2 -1/2 <br /> 8'-0° , -1 1/2 <br /> OC MAX 2 /RC MA-‘2 <br /> 1 -1 N LOCATE PILE <br /> WITHIN 3'-0" <br /> -1 1/4 FROM CORNER <br /> • ui-■s ��i-j' Floor over slab • <br /> -1/2 1/2 <br /> 1/2 0 <br /> -5 i8 <br /> O 151 C, <br /> -1/4 25' • <br /> _1/$, -1/1 0 iv 14' <br /> • <br /> = Existing Posts <br /> = Helical Pile <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 />
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