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FOUNDATION NOTES <br /> 3 4 5 6 7 57' ••' <br /> 1.VERFY ALL DIMENSIONS ON S TE. II.PARCEL OMENSONS PROVIDED BY SNCHNISHCONIY.NOT TO SCALE. PILE SPACING&LOAD REQUIREMENTS TABLE ''•sA <br /> 2.FWNDATIONDIMENSONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER PAR PROPERTY LINE AND RESIDENCE LWATING DMFHSKKIS(WITH ASTERISK') Y'Sr8''I -1 SIB -1 3/6 -7/8 MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,klps :'�'• IL <br /> /esa SURVEY APPROXIMATED PERSNOHOMSH COUNTY GISMAPPINGTOOS.NOT TO SEISED YATHM.Sa ,Is1 EN®W, PUG It PIIETYPE 300%MIN VERTICAL UPACRY LOCATION , <br /> MeV caAN:e LOCATe Pae BTWN PILES END OFFSET ALLOWABLE LOADING •?/ <br /> a REPERTOIRE FOLLOWING DETAILS FOR ADOTIONL INFORMATION FCR LEGAL PURPOSES. Lme / , 0: <br /> LE MG.PE (MIN ULTIMATE CAPACITY) .•:•.. y. <br /> HFWNI RLFS__.._.._.___........._......1bDf.t 128nE FEATURES AND D(GTTO STRUCTURES QRADMCEMPMCEt3 NOT SHOWN 1 t21 PAEs@ ale FTd40PeuIHG TYP HELICAL 601 PER PLAN 11.O101LE 22.0 k/PILE TYP EXTERIOR <br /> TRJ 4 RFFERTO SCTRALG/LOEATIONS PAO/ACEDW ATAUGUSTTTH 2021,FOR FOR CLARITY. .I P.00 MAX WI ••• <br /> ANGLE-3/4 •1 1/8 � <br /> AGOTONAL IFMAT ORON SPECIFICATIONS AND REQUIREMENTS. 13 TIES SHALL BE INSTALLED TO A MINMM NI1 EMBEDMENT OF EP OR Ul REN5V. ss.. .9/4 -11/8 <br /> S LEVEL SURVEY PERRAR REPAIR RAN DATED DECEMBER 23TH,312..REFER TO WNCIEVER IS SHALLOWER. ry -11I8 <br /> a.MINIMUM AND TURMAXIMUM INSTALATION TORQUE FORHELICAL ASSEMBLIES BE SPECIFIED BY THE PILE <br /> STRUCnFMt OILCU ATCMSPACXAGEFOR MODIFICATIONS AND ADDRICTNL 3M MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> WWINEAP3ATS FOR REPAIR PLAN HELICAL RLE PERUSAL QRITERA. CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT <br /> 6.MNMIIM RIB ONMkIER SHALL BE 27AY, TgigAN00F IRE PILE SNLLCONTINUE UMILARTIORAUIC PRESSWElS INSEXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> T.IT IS ACCEPTABLE TOINSTALLPILEGATTHE SPACING SHOWN PATHS 04'TOLERANCE TO ACHIEVED TO PROVIDE TIE SPECIFIED AMMUM VERTICAL CAPACITYWI111A 1!4 3,,1 ,I -S,8 THICKNESS <br /> PER <br /> RATING OF B.3DOFT'LBB FdRAZ-T/B INCH DIAMETER HELICAL PILE WITH 0.2031NCH SHAFT WALL <br /> THICWRESS PER ESR-3TW. <br /> •ALLOW FOR UNEXPECTED OBSTRUCTIONS MOUNTERS DURING FILEINSTHLAJION SAFETY FACTOR OF NO LESS THAN IWO.AOVANCEARNTSINLL BE HALTED S.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/B' <br /> ARMOR/THAT NGTWOADMLENT SPANS EXCEED THE SPAGNGUMTATION AS INDICATED IMMEDIATELY IF DIE STRUCTURE BEGINS TO EPERENCE UPLIFT REXURE I,4 U HELCALA AS MANUFACTURED <br /> ANUFACTUISDIBY ID AL MA 30 NUFACTURING, <br /> D.HELICALASSEMBLIESNODS NOTITO EXCEED <br /> MAXIMUM CAP CITY AS RMI, BYTHE ACCORDANCE MANUFACTURER <br /> FOR <br /> 80. <br /> ON LEVELSUWEY. 6.PILE OR ANCHOR LOADS NOT TO E%GEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER F ANY PART <br /> 8.FREOARED,ALL SJPPLEMENTRLGWHEL5 TO SPAN FROM PILE TO PILE AK/EXTENOMN OF THE ASSEMBLY. <br /> e PAST SUPPORTING PILE EA ETB e.MAXIMUM ON-CENTER SPACING LISTED FCR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W <br /> E F REQUIRED ALL SFREMENMLQNNELS TO BE ANCHORED TOTHEFOUNDATIONWRH 4, CI)Y <br /> SSDAM SI�PSON MEN HDSCREWANCION6(OR APPROVED EQUIVALENT)AT MAXIMUM .;=,3.Hellcai Pile N Garage Drl <br /> SPACING IGENIUS)O WAN 4.EMIED.ANCHORS TORE GENIUS)CAI OR INSTAUED ABOVE SITE PLAN LEGEND I—W 4 <br /> TIE CENTER UNEOFTHE CHANNEL. El <br /> 10 FELOVERFYALLEDTNGSTEM WALLS ATAND EETNEEN RLEATTACMEM LOCATIONS EXISTING RESIDENCE STRUCTURE (...D <br /> ARE8'THOL MNMJM WITH 2A'NSW(MEASURED FROM WIG TO DCONC)MINIM MI - <br /> N <br /> _ ' EXISTING ADJACENT STRUCTURE Z Z <br /> 21 -- AREA OF PROPOSED WORK O O <br /> AREA OF WORK R&R LEVEL SURVEY <br /> • <br /> See Structural Calculation Packace for Additional Requirements PROPERTY LINE <br /> f,4* �5t,-0" 4' ---- APPROXIMATE DIMENSION '•�. <br /> oo,•In--). <br /> OVERALLPARCELPLAN <br /> I PROPERTY LINE <br /> • <br /> • <br /> 1.- 1 I <br /> 111( 1 1 <br /> • <br /> T I I <br /> I I <br /> I <br /> RESIDENCE I <br /> 9 800 HOME PL I <br /> 1v EVERETT,WA 118203 Protect Description 1 <br /> Foundation Stabilization/Jacking I ! <br /> 500 HOME PL j I <br /> EVERETT,WA 98203-2003 I 4 1 500 HOME PLACE <br /> EVERETT <br /> Legs Description 1 I WA 98203 <br /> VIEW RIDGE ADD DIV48LK 000 I ,!W 52108033XR <br /> D-00-LOT46 <br /> WJT <br /> 6'-0"—* a Parcel Tax I.D.No. Il I <br /> II Zo <br /> T 006064000046001: MRT <br /> }k ao'-o" k I I 08/07/2021 <br /> Helaht Calculations <br /> Survey not performed. i'/ <br /> • <br /> .Lot Coyerace by Building •� ��i i <br /> Lot Sizeting Ho se=1,acres=24,830 SF 4.t:4 <br /> PARCEL No. Existing House=1,980 SF" �I <br /> 00606400004600 Bldg SF/Lot SF=8.0%' <br /> Ii <br /> LEGAL DESCRIPTION R4 ///II,/ <br /> VIEW RIDGE ADD DN4BLK(100 D-00 N Ij/Aryl" I <br /> -Lor be Impervious Area 1 / //�dVieBB <br /> OWNER NAME S ADDRESS Impervious area to remain unchanged 1 1 <br /> 4,-0. N <br /> 600 HOME PL IHOUGHTON JOSHUA M S MEGAN L <br /> Q � <br /> 6 I Pam,. <br /> EVERETT,WA 88203 approximate <br /> i <br /> EA <br /> k zr-o° k <br /> a LI) <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. S ITE PLAN F- <br /> N <br /> O <br /> N <br /> A <br />