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FOUNDATION NOTES Project Description Lot Coverage by Building PILE SPACING&LOAD REQUIREMENTS TABLE
<br /> Foundation Stabilization/Jacking Lot Size=0.18 acres=7,841 SF MAX O.C.SPACING,R MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips
<br /> , 1. VERIFY ALL DIMENSIONS ON SITE. 10.FIELD VERFYALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT 5405SUNSETLN Existing House=2,380SF* PILE#PILE TYPE BTWNPILES END OFFSET ALLOWABLE LOADING 200%MIN VERTICAL CAPACITY LOCATION .R +,J•�'••
<br /> 2 FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LOCATIONS ARE 8'THICK MINIMUM WITH 7-8'HEIGHT(MEASURED FROM BIFTG TO u (MIN ULTIMATE CAPACITY)
<br /> LEVEL SURVEY. T/CONC)MINIMUM. EVERETT,WA 98203-3110 Bldg SF/Lot SF=30.4/o* 1-2 9.0 k/PILE 18.0 k/PILE EXTERIOR
<br /> 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 11.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE. _3-5 HELICAL 8'-0" PER PLAN 15.0k/PILE 30.0 k/PILE EXTERIOR
<br /> HELICAL PILES.......................................1/SD-1,1 PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK," Legal Description Impervious Area 6 10.0 k/PILE 20.0 k/PILE ENTRANCE ••"•"
<br /> 4. REFER TO STRUCTURAL CALCULATIONS PACKAGEDATED AUGUST 18TH,2021,FOR APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE USED HIGHLAND FARMS 2 BLK 000 Impervious area to remain unchanged NOTES;
<br /> ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. FOR LEGAL PURPOSES.
<br /> 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED DECEMBER 20TH,2020.REFER TO 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN D-00-LOT 57 a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
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<br /> STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL FOR CLARITY. * CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> REQUIREMENTS FOR REPAIR PLAN. 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL Parcel Tax I.D.No. EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. WHICHEVER IS SHALLOWER. INSTALLATION TORQUE RATING OF 8,300FT*LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH a 0-6-TOLERANCE TO 00471900005700 THICKNESS PER ESR-3750.
<br /> b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8"
<br /> ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION HELICAL PILE REFUSAL CRITERIA: TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS.
<br /> PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED TORQUING OF THE PILE SHALL CONTINUE UNTIL AHYDRAUUC PRESSURE IS Height Calculations C. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750.
<br /> ON LEVEL SURVEY. ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> a. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED Survey not performed. OF THE ASSEMBLY.
<br /> e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W
<br /> 6'PAST SUPPORTING PILE EA END. IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. 0
<br /> 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH i
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<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. Irlr ^a,
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