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33' <br />Q = 2 7/8" Helical Pile <br />6x6 Adjustable Pest Base with Pad <br />DC MA% <br />Addmw ,Lr CONT11;u sc1* :.:.z r-1- <br />33' <br />3' 4 33' <br />17 <br />7 <br />1 <br />L ATE �E N1TH111 <br />s DF coRNER Zrac&]IF N <br />V 16'So, Co.- Pop <br />W SimpsonC I6 <br />4' <br />1p <br />aIM'a'ed epuA2W& <br />" " <br />6 <br />12, <br />R&R LEVEL SURVEY <br />See Structural Calculation Package for Additional Requirements <br />Project Description <br />Foundation Stabilization/Jacking <br />222 48TH ST <br />EVERETT, WA 98203 <br />Legal Description <br />FOREST PARK ADD TO EVERETT DN A <br />BILK 000 Da - LOT 57 <br />Parcel Tax I.D. No. <br />004495000D5700 <br />Height Calculations <br />Survey not Performed. <br />Lot Coverage by Building <br />Lot Size = 0.21 acres = 9,148 SF <br />Existing House =1670 SF* <br />Bldg SF I Lot SF =18.3V <br />-------------- <br />Impervious Area.......... "...... <br />Existing Area = 2460 SF* <br />Note: Imprevious area to remain unchanged <br />approximate <br />SITE PLAN LEGEND 4IDs OOGM/0OD DR <br />EVERETi, WA 59203 <br />EXISTING RESIDENCE STRUCTURE <br />❑ EXISTING ADJACENT STRUCTURE <br />- AREA OF PROPOSED WORK <br />---- PROPERTY LINE <br />APPROXIMATE DIMENSION <br />NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. <br />48TH ST SW <br />I 1 I CDiA <br />m� <br />I ,n _AREAOFVVORk j» <br />I � <br />RESIDENCE <br />2224BTH ST 7O <br />r'I°v I EVEREI.. 98203 <br />! -_-_-- �L <br />(E) PAJO —\ <br />PARCEL NO. <br />004495DOODS700 <br />LEGAL DESCRIPTION <br />FORFSTPARKADD TO EVERETT <br />DNA BLK(MID D-W-LOT 57 <br />DWNER NAME &ADDRESS <br />OWNERSYRIA A <br />222 49TH ST, EVERkT7, WA 98203 <br />96Vq-• — — - — <br />". ... PROPERTY LINE <br />FOUNDATION NOTES <br />1. MERIFY ALL DIMENSIONS ON SITE <br />2. FOUNDATION DIMENSIONS ARE TOOUTSIDE FACE OF CONCRETE STEM WALL <br />PER R&RLEVELSURVEY. <br />3. REFER TO STRUCTURAL CALCU ATONS PACKAGE DATED APRIL I8TH, 2e20, <br />FOR ADDITIONAL INFORMATION, SPECIFICATIONS, AND REQUIREMENTS. <br />4. LEVEL SURVEY PER R&R REPAIR PLAN DATED MARCH 4TH, 2C20. REFER <br />TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND <br />ADDITIONAL REQUIREMENTS FOR REPAIR PLAN <br />5. MINIMUM PILE DIAMETER SHALL BE 2-7W. <br />6. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOVMVYTM* U8 <br />TOLERANCE TO ALLOW FOR UNEXPECTEDMTRUCTIONS ENCOUNTERED <br />DURING PILE INSTALLATION PWODED T NT NO TV.G ADJACENT SPANS <br />EXCEED THE SPACING LIMITATION OF F4EO.C. MAXIMUM. <br />7. A s1LPPLEMEM C-NNEUSTOSPAN FROMNLETOPILEANDEXTEND <br />MIN 6' PASTSUPPORTNG PILE EA END. <br />5. ALLSUPPLEMEWALCHANNELSTOBEANDHOREDTOTEFOLMDAIIONW9TH <br />SIV DAM. SIMPSON TITEN HD SCREW ANCHORS (OR APPROVED EQUIVALENT, <br />ATAMAXIMUMSPACING19.00WTTHAMIN4-172•EMBEDMEW.AN RSTO <br />BE CENTERED ON OR INSTALLED ABOVE THE CENTER UNE OF THE CHANNEL <br />e FIELDVERIEYALLEXISTINGSTEMWALLSATANDBETVJEENPILE <br />ATTACHMENT LOCATIONS ARE B' TACK MINIMUM WITH T4E HEIGHT <br />(MEASURED FROM Br TO TCONC) MINIMUM. FIELD VERIFY EXISTING <br />CONCRETE 6UBONSaRADE AT PILE ATTACHMENT IS S THICK MINIMUM. <br />To. PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY. NOT TO SCALE. <br />PROPERTY UNE AND RESIDENCE LOCATING DIMENSIONS (MATH ASTERISK,, <br />APPROXIMATED PER SNOHOMISH COUNTY CIS MAPPING TOOLS. HOT TOM <br />USED FOR LEGALPURPOSES. <br />11, SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS HOT <br />SHOWN FOR CLARITY. <br />12. PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF RP. <br />HELICAL PILE REFUSAL CRITERIA: <br />TORQUING OF THE PILE SHALL CONTINUE UWILA HYDMUUC PRESSURE IS <br />ACHIEVED TO PROVIDE THE SPECIFIED MMMIIMVERTCAL CAPACITY WITH A <br />SAFETY FACTOR OF NO LESS THAN Two. ADVANCEMENT SHALL BE HALTED <br />IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br />PROOFTESTING: <br />2N 48TH ST SW THE CAPgCIW QF THE INSTALLED PIMS SHALL BE MHED BY FIELD TE 'n <br />EVERETT. WA 68209 OF A MINIMUM THREE (3) PERCENT OF PILES UP TO FNE (5) PILES MAXIMUM <br />(ONE (1) MINIMUM, IN ACCORDANCE Mb1TH THE PROCEDURE OUTLINED IN ASTM <br />01143 AN TOR THE 2015 SEATTLE BUILDING CODE IMP. THE MAXIMUM TEST <br />LOAD SHALL BE TV O HUNDRED (200) PERCENT OF THE SPECIFIED DESIGN <br />LOAD. <br />......... <br />222 48TH ST <br />.......... EVERETT, WA 98203 <br />S200306-1 <br />7T <br />I <br />I <br />I <br />i NOTES: <br />MHMUM AND MAXIMUM INSTALLATION TORQUE FORTE PILEASSEMBLY SHALL BE SPECIFIED BYTE <br />PILE MAW ACTURER. THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHEVE THE <br />i REQUIRED REEKING CAPACITY LOADING INCLUOING A SAFETY FACTOR NO LESS THAN 2. THE MAXIMUM <br />INS TALLATIONTORQUESM UNOTEXCEEDTHEALLOWABLETORSIONALCAPACITYOFTHEPILESHAFTS <br />OR ANY PART OF THE RLE ASSEMBLY. MA)(IMUM INSTALLATION TORQUE RATING OF 8300Ff•LBS FOR A <br />2-7/S INCH DIAMETER HELICAL PILE WITH 0203INCH SHAFT WALLTHCKNESS PER ESR3750. <br />b. TYR EXTERIOR TO DENOTE PILE INSTALLATION AT EXISTING EXTERIOR CONCRETE FOUNDATION WITH <br />MINIMUM DIMENSIONS PER PUN NOTES <br />c. HEUCAL PILES AS MANUFACTURED BY IDEAL MANUFACTURING, INC.. IN ACCORDANCE WITH ESR3750 <br />WNH 2-7.INCH MINIMUM SHAFT DIAMETER AND 0,2031NCIH MINIMUM WALL THICKNESS, <br />I d, PILE LOADS NOT TO EXCEED MAXIMUM PILE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER <br />FOR ANY PARTOF PILE ASSEMBLY. MAXIMUM ALLOWABLE COMPRESSION CAPACUY OF 37.4 KIPS FOR A <br />I 2-71S INCH DIAMETER HELICAL PILE WTH 0203INCH SHAFT WALL THICKNESS PER ESR3750. <br />e. MAXIMUM ON -CENTER SPACING LISTED FOR TYPICAL MILE INSTALLATON UNLESS NOTED OTHERWISE ON <br />PUN. <br />I <br />1 <br />SITE & FOUNDATION PLAN <br />W <br />pl <br />LDLiZ <br />''rrt <br />Vj <br />ZIZ <br />pip <br />PILE SPACING & LOAD REQUIREMENTS TABLE <br />PILE & <br />PILE NPE <br />MAX O.C. SPACING, h` <br />BTWN PILES END OFFSET <br />MIN VERTICAL CAPACITY, klpi � LOG710N <br />ALLOWABLE LOADING <br />1-5 <br />HELICAL` <br />9'-0" 3'-0" <br />14 k/PILE TYP EXTERIOR' <br />M RT <br />4118r <br />