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PARCEL NO. SRE PLAN LEGEND <br /> 00451401201200 -'❑.. EXISTING RESIDENCE STRUCTURE J• 61Np4/- <br /> V 5'-0. / /32'0'• 21'0'A �:•'T O.D <br /> LEGAL DESCRIPTION I_:EXISTING STRUCTURE -, <br /> FRIDAYS 1ST ADD TO _l AREA OF PROPOSED WORK •.-+,F'. <br /> EVERETTBLK 0120.00- SITE PLAN „-, <br /> -- — \ LOTS 12.16 INCL • PROPERTY LINE <br /> K. y OWNER NAME&ADDRESS --- APPROXIMATE DIMENSION <br /> • <br /> ZAKOS HANNA HELICAL PILE ' <br /> WA 98201 <br /> 3625 RUCKERAVE (�__ 148'•0"" �1 <br /> InEVERETT, <br /> c I <br /> ' ®A a I 1 0 <br /> LOT SIZE: --__..-. _- < <br /> 9 0.3BACRE(S)(16,553 SOFT) m I j / LU <br /> BUILDING12 <br /> LOT COVERAGE: a'I 1 •///` Z <br /> 27 B SOFT) r7__ ''/ ///',/ Ii_D <br /> L6X6K6l8 ANGLE �Z�r b l / u <br /> CENTERED AT T <br /> EACH PILE 1500"•/ O <br /> 37[h St J N IN <br /> r. i . <br /> ® OVERRALL PARCEL PLAN <br /> E RESIDENCE FOUNDATION NOTES N.T.S. <br /> 3625 RUCKER AVE SE,EYazeII.WA I p - �r <br /> i��//ILL N 1.VERIFY ALL DIMENSIONS ON SCE. 10.FELD VERIFY ALLEXISTNC STEM WALLS AT AND MIMEEX PLE ATTACHMENT LOCATIONS AWL(' .♦,)� <br /> A 1.FOUNDATIONNWENSICRS ARE 10 OUTSIDE FACE OFCONCFETE STEM WALL PEA RUT LEVEL TOES U:MNLMMIM2SMEIGHT(MEASURED F ROM NFTG ITTTICOMLCI MINIMUM. `. <br /> ff A/C UNIT SURVEY. II.PARCEL OMEESIONSFROLFOEDBVEVER-RTCOJSN.NOT TO SCALE.PROPERTY LINE MO <br /> 1.REFER TOTHEFOLLOVJWG DETAILS FORAOMTONAL MPORMMKKI RESIDENCE LOCATNG ONENSIONS OATH ASTERISK.')APPROXNMTED PER EVERETT COJNTYWAP AND <br /> 1 NEIIOAL PIES_.___-.__._IS0.1.1 SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GLY MRPPWOTOOLSNOT TO BE USED -/ <br /> _ n RI PILE W-SOC Mp% ISMGLE WON BEGMESO__LSPt.I FOR LEGAL PURPOSES. <br /> 1LafLTL 1.REFER TO STRUCTURAL CALCWAFIONSPACKAGE DATED SEPT,IS,SB21,FOR ADORBWAL U.SITE FEATURES ARID EXISTING STRUCTURES ONAOSCENT PARCELS NOT SHOWN FOR CURVY. <br /> INFORMATION.SPECIFICATIONS,AND REQUIREMENTS. 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF POT OR UNTIL REFUSAL.WHICHEVER IS <br /> 5.LEVEL SURVEY PER Rd REPAIR PUN DATED PAY 2U,2G21.REFER TO STRUCTURAL CALCULATIONS SHALLOWER. <br /> PACKAGE FOR MODIFICATIONS AND ADOITIOIAL REQUIREMENTS FOR REPAIR PLAN. <br /> • <br /> AREA OF WORK B.LAWMAN PILEOPMEIER SHALL BE2.PW. HELICAL PILEREFUSALCSTERN' <br /> I.IT IS ACCEPTABLE TO INSTALL PILES AT THEEPACING SHOWN WRH A Vb.TOLERANCE TO ALLOW TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDMULLC PRESSURE IS ACHIEVED TOPROWDE THE <br /> PRIMARY ENTRANCE> 4 FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATIONPROVDEO THAT HOTWO SPECBED MINIMUM VERTICAL CAPACITY WITH ASAFEIY FACTOR OF NO MESS TARN IWO. <br /> EP __. ......-_J ADJACENT SPANS EXCEED THE SPACING LIMITATION OFBSO.C.MAXIMJM ADVANCEMENT STALL BE HALTEDWMEDWTELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT <br /> 5.IF RESUIREO,ALL SUPPLEMENTAL CHANNELS TOSPAN FROM PILE TO PILE AND PXTENOMIN 6•PAST FLEXURE. <br /> SUPPORTING PILE EA ENO. <br /> P.P REOUIRED,ALL SUPPLEMENTAL CHANNELS TOSE ANCHORED TO THE FOUNDATION MTNEU OHM.'IN'TMAT SIMPSONTEJ ND SCREW ANCHORS(OR APPROVED EOUWAWLST T X PLTDCLIMOPACBIAPPRVYICM <br /> AI'MNIMUM EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED MOW THE CFNIEN LINEOFTHE <br /> m m.RY.FTM.r..,‘„,,,..,:.- <br /> Lu CHANNEL 3625 RUCKER AVE SE, <br /> • <br /> 4 C EVERETT,WA,88201 <br /> F. <br /> N. N .•'_. S210527.3XR <br /> • <br /> L .. ...\ \ M • NJ <br /> MRT <br /> 9/13/21 <br /> L vnl.o a.� 4NOTES: ...... .. SI <br /> MANUFACMANtlNAEWUM WSTINSTAWNTON TORQUE THE PILEEHIGHEASSEMBLY ENOUGH <br /> BE SPEII.REQUTAV PILE <br /> a.MANUFACTURER.M XIMINIMUNINSTAILNT OP UEFOR SHALL BE HASHENOUGHLL ACHIEVE NHL REQUIRED <br /> BEARING CAPACITY LOADING,WCLUOINOA SAFETY FACTOR NO LESS THAN L THE MAXIMUM INSTALLATION TORQUE "'-5'., 2e <br /> SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE - f <br /> ASSEMBLY.MAXIW M INSTALUTIUN TORQUE RATING OF 8.300FT'LBB FORA NMI INCH MAGMA HELICAL PILE WINTF <br /> OM INCH SHAFT WALL THICKNESS PER EBR ti50. • <br /> 6.!VP EXIERIOR TO DENOTEPLLE INSTALLATION AT EXISTING EXTERIOR CONCRETE FOUNDATION WITH MINIMUM +( 0 Y;H_ <br /> OW ENS IONS PER PUN NOTES. <br /> c HELICAL PILES AS MANUFACTURED BY/DEALMANUFACTURWG,INC,IN ACCORDANCE WITH ESR.Sl50 WITH2•TIB <br /> INCH MINIMUM SHAFTOMMETER AN002l1 INCH MINIMUM WALL THICKNESS ,K <br /> L.PILE LOADS NOT TO EXCEED MAXIMUM PILE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY - ----‘44 N <br /> PART OP PILE ASSEMBLY.MAXISWM ALLOWABLE COMPRESSION CAPACITY OF OTARPS FORA NNE NCH DMMETER <br /> HELICAL PILE WITH 0.211INCH SHAFT WALL THIGNESS PER ESRSIED Lb <br /> e.MAXIMUM ON.UNTER SPACING LISTED FOR TYPICAL PILE WSTALUT ON UNLESS NOTED OTHERWISE ON PLAN. <br /> PILE SPACING&LOAD REOUIRMENTS TABLE <br /> MAX O_C.SPACINGJR-__ MIN VERTICAL CAPACITY kips_ I_ PROOF TESTING LOAD,kips_ <br /> PILE N PILE TYPE MINN' M I 200%MIN VERTICAL CAPACITY(MIN LOCATION R&R REPAIR PLAN <br /> PILES IEND OFFSET ALLOWABLE LOADING <br /> I ULTIMATE CAPACITY) SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br /> Typical I HELICAL 6'-0' i 3'-0'UNO 22.5 kip I 45.0 kip TYP 3 <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE & FOUNDATION PLAN a , <br /> C <br /> w <br /> N <br /> O_ <br /> N <br /> A <br />