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FOUNDATION NOTES
<br /> 9. PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH
<br /> 1. VERIFY ALL DIMENSIONS ON SITE ASTERISK,')APPROXIMATED PER KING COUNTY NAP AND SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING PILE SPACING&LOAD REQUIREMENTS TABLE
<br /> 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. •
<br /> TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips
<br /> 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. PILE 8 PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION 4
<br /> HELICAL PILE..........1/SD-1.1 BTWN PILES END OFFSET ALLOWABLE LOADING ,
<br /> 11.PILES SHALL BE INSTALLED TOA MINIMUM EMBEDMENT OF 54Y'(UNO PER GEOTECHNICAL REPORT). (MIN ULTIMATE CAPACITY)
<br /> 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 27TH,2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS. •,
<br /> AND REQUIREMENTS. 1-2,10-11 6'-0" 15.0 k/PILE 30.0 k/PILE EXTERIOR
<br /> 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED DECEMBER 29TH,2021.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR HELICAL PILE REFUSAL CRITERIA 3 6'-0" 12.0 k/PILE 24.0 k/PILE DOOR
<br /> MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL 4-9 HELICAL PER PLAN 8.0 k/PILE 16.0 k/PILE GARAGE
<br /> 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS 12-13 PER PLAN 23.0 k/PILE 46.0 k/PILE CHIMNEY
<br /> 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0%6"TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS TO EXPERIENCE UPLIFT FLEXURE. 14-16 24.0 k/PILE 48.0 k/PILE POSTS '
<br /> ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED NOTES:
<br /> INSTALLATION/EXCAVATION NOTE:
<br /> ON LEVEL SURVEY. ALL REQUIRED HOLES FOR PILE INSTALLATION SHALL BE DUG BY HAND,SHALL NOT EXCEED 2'x2'x2',AND MUST BE IN ACCORDANCE WITH a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8"THICK MINIMUM WITH 2'-B'HEIGHT THE SEATTLE GRADING CODE.CONTRACTOR TO ENSURE THAT PROJECT STRUCTURE AND ADJACENT PROPERTIES AND STRUCTURES MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> (MEASURED FROM B/FTG TO T/CONC)MINIMUM. ARE NOT IMPACTED BY THE INSTALLATION OF PILES. CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> THICKNESS PER ESR-3750. W
<br /> b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'
<br /> f•�• TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. o } 6
<br /> •--, c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. Z./ �•'• d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART m
<br /> / �'�. OF THE ASSEMBLY. 1-1-14
<br /> �'�•`• e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. _ '9
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<br /> / PARCEL NO. •` �E�ryONE BROOKR GraWSpaca
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<br /> oo7Ba90000saoo 9T'-o^;�. , IOG•• *oat.% � \• BkVD 114 -1 .,a I 0 11 I
<br /> % LEGAL DESCRIPTION �•�,
<br /> RIDGEWOOD TERRACE DIV. ••.,.•.....,
<br /> / NO.1 BLK 000 D-00 LOT 58 �•••••.• -1 aIa j -7?9 -+rz p
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<br /> / OWNER NAME 8 ADDRESS \•�'�. IT I' a II 12 ��g
<br /> BOND DANIEL DTKIMBERLY J �'�
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<br /> 6202 2ND DR SE �' -+tt° I '"'
<br /> '�.EVERETT,WA 98203 �, e
<br /> % `.` 1 314 I 32' -1 .. (.,8 /,
<br /> 19.
<br /> / •\ OC MAX CI,.,n�,..a -, -12
<br /> P. ° LOCATE PILE P
<br /> ti/, •`• _ to- BETWEEN
<br /> �'0 1!
<br /> 444 ` LAC CHIMNEY FTC AT ., ° .1i4 •-.�O}}R99f9ERS _t t/: a Ifi-0P•LE MAX
<br /> Qom/ r6,6, ` CHIMNEYS CORNER Gawps ,:2 LI
<br /> AREA OF WORK li
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<br /> / Gas -1 Il4 1 p•3 H.fla P1M
<br /> % _ CS , CENTER PILES ON •_- I =Payment...Foam Injection/ 9. EXISTING W�OSTS MI 6 20-Composite Pad
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<br /> I 3 L. weeAd1•xa Bracket
<br /> % O. I LOCATE PILE .2 1rz -3 -•1r1y,'' �iay.. R-Existing 6.6 Garage Pos,
<br /> WITHIN 5'-0' a •6i4 LOCATE PILE
<br /> % FROM CORNER `
<br /> % __
<br /> ' LOCATE PILES UNDER FROM CORNER
<br /> % coBUNDLED KING&JACK
<br /> I STUDS CARRYING GARAGE
<br /> / i 3q- pe. 1 DOOR HEADER 6202 2ND DR SE
<br /> % ; �" ae R&R LEVEL SURVEY EVERETT
<br /> o See Structural Calculation Package for Additional Requirements WA 98203
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<br /> / / / SITE PLAN LEGEND
<br /> / RESIDENCE / / / A S220412-2XR
<br /> 6202 2ND DR SE i LEXISTING RESIDENCE STRUCTURE
<br /> / EVERETT,WA 98203 ; i 27-0" / JT
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<br /> / i i / ; AREA OF PROPOSED WORK
<br /> / i 06/2712022
<br /> `•`��•.•`• 40' i i 2 * PROPERTY LINE
<br /> ` �'�•� i` //,is �%o APPROXIMATE DIMENSION
<br /> •`•••...'�. (E)CHIMNEY °R/SEW v/^ y
<br /> �'�• q ac�EssAI' a/ o Project Description Lot Coverage by Building
<br /> \*'""4,.a- ; O ; % o Foundation Stabilization/Jacking Lot Size=0.18 acres=7,841 SF
<br /> �•�, ` /N % N 6202 2ND DR SE Existing House=1,900 SF*
<br /> �-�•�, / EVERETT,WA 98203 Bldg SF/Lot SF=24.2%*
<br /> s i /
<br /> Legal Description Impervious Area
<br /> � -• ,`• ; % RIDGEWOOD TERRACE DIV.NO.1 Existing Area=2,700 SF*
<br /> ..,„„,•�• - i / BLK 000 D-00 LOT 58 Note:Imprevious area to remain
<br /> '�•••„,„. -' i / unchanged
<br /> ••...
<br /> / Parcel Tax I.D.No.
<br /> • / 00784900005800 *approximate
<br /> ` `•`•`•`. i
<br /> •,„„„,'--„•..„,„ % Height Calculations_
<br /> �'`.••,.. Survey not performed. Q N
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<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~
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