Laserfiche WebLink
8 of 23 <br /> Tuesday, December 21, 2021 <br /> SCOPE OF WORK FOUNDATION <br /> SPECIALJST <br /> 4 <br /> Crew will install 12 3" Helical Piles and lift home to maximum practical recovery. Crew will drive piles to a maximum 25'after <br /> there will be a $20 a foot charge per pile. Sales tax is subject to change at end of project. Crew will be installing helical piles#1-2 <br /> along the Southeast foundation wall of garage, crew will be excavating a 2x2 area where helical piles will be installed. <br /> Homeowner will need to remove landscaping in area's where piles will be installed to preserve landscaping. Crew will be placing <br /> 3 CFCR patches along the southeast foundation wall of garage. Crew will be installing helical piles#3-7 along the Southwest <br /> foundation of garage. Crew will be placing 1 CFCR patches along the southwest foundation of garage. Crew will install helical <br /> piles#8-9 along the Northwest foundation of garage. Crew will be placing 1 CFCR patches along the west side of <br /> home'sfoundation. Crew will be placing helical piles#10-12 along the Northwest side of home's foundation. Crew will be placing 2 <br /> CFCR patches in indicated area's where cracks are on northwest foundation wall of home. Crew will wrap column with 1 CFCR <br /> to reinforce corner column. Dingo/handheld accessible <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 UNO. <br /> Deck LL 2 <br /> CF R I 10 11 UU 12 <br /> c <br /> +Qi4 VR 5/8 3i4 - Ry -1/2 <br /> 2 I J <br /> LL <br /> (3U)PILES @ 6'-0"OC MAX <br /> -1/4 -5/8 -1 1/4 1 1'2 <br /> LOCATE PILE ia5114 i <br /> WITHIN 2'-0" Crac kFCR 3/8 3/4 -1 7/8 -1,2 <br /> C <br /> FROM CORNER <br /> -5,8 -3,4 -5/8 •112 -1/2 112 N <br /> 1/2 <br /> LOCATE PILE • <br /> WITHIN 4'-0" 1 -1 1/4 1/4 r � 1/4 u <br /> -1 =3"Helical Pile <br /> FROM CORNER 0 .1/4 -3/8 t 1=Carbon Fiber Crack Repair <br /> • <br /> 6'-0" Power <br /> -2 OC MAX 1'2 -1 1/21 <br /> _1 PROVIDE CFCR AROUND FULL CIRCUMFERENCE OF <br /> CFC!!k 0 COLUMN, MIN 1'-6"BEYOND EXTENTS OF THE OBSERVED <br /> Cra(5)PILES @ i CRACKING ABOVE AND BELOW. <br /> 6'0"OC MAX—s{% CFCR SUPPLIER TO PROVIDED CONTAINMENT EQUIVALENT <br /> 2 -1 1/4 TO A#4 SPIRAL WITH A 3"PITCH. <br /> THE COLUMNS SHALL BE MONITORED AND A STRUCTURAL <br /> 44> or, ENGINEER CONTACTED FOR FURTHER ASSESSMENT IF <br /> o 0 ADDITIONAL CRACKING IS OBSERVED IN THE FUTURE. <br /> -1 3/4 •1 1/4 NOTE THAT L120 HAS NOT ANALYZED THE COLUMN <br /> 7 SYSTEM OR LATERAL SYSTEM OF THE PRIMARY <br /> Im STRUCTURE AND IS RECOMMENDING THE CFCR ON THIS <br /> LOCATE PILE COLUMN AS A PRECAUTIONARY MEASURE ONLY. <br /> WITHIN 1'-0" (3)PILES @ 6'-0"OC MAX <br /> FROM CORNER <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 />