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PILE SPACING S LOAD REQUIRMENTS TABLE FOUNDATION NOTES <br /> I MAX O.C.SPACING.N MIN VERTICAL CAPACITY,Kpa PROOF TESTING LOAD,Nips 1.VER6Y ALL DIMENSIONS ONSTE. <br /> P C— R.FOUNDATION DIMENSIONS ARE TOGUTSDEFACE OFCONCRETESTEM WALL PER URIEVEISUMEY 'v <br /> XHIA) I Q,9 PILEX PILE TYPE • 200%MIN VERTICAL CAPACITY LOCATION 3.REFER TO THE FOLLOWING DEALS FOR ADDITIONAL!MARANON' " 4T <br /> • <br /> BTWN PILES END OFFSET ALLOWABLE LOADING tA3O11 3< <br /> Co)Slld(Z) MN 0 0”0-,9 (MIN ULTIMATE CAPACITY! HEWLPIE ......_.... ......... <br /> a3N I00 dO I S3lld(E) TYpLa 1 :{ELICAI 1 c H TNT PER PLAN 10 Dbp 200Ap PER PLAN /.REFER TOSTIRUCTURAL CALCULATIONS PACKAGE DATED MAY 162022,FOR ADDITIONAL t <br /> y��L ,I2', ,I{, INFORMATION.SPECIFICATIONS.AND REOUREMENTS. <br /> XVVVI u0-HE NIHIIM ' I NOTES. 5.IFVELSURYEYPERMRREPAR ELAN DATED DECEMBER36 N 1.REFERTOSTRUCRAL <br /> 31Id 31V001 a.MINIMUM AVD MAIBMUM NSTALAORM TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PREMNNUFACTURER.THEMWMUM INSTALLATION CALCULATIONS PACKAGE FOR MCOEEATIONS AND ADDITIONAL REOUREMENIS FOR REPAR PION. <br /> up S 1' TORQUE SHALL BE HIGH ENOUGH TO ACHEVE THE REQUIRED BEARINGCAPACIIT LOADING,INCLUDING A SAFETY FACTOR NO LESS THA HE V 2.T MAXIMUM 6.MINIMUMPILEET RSHALL BE 2-7/9.. <br /> OEJ',� Lt JO•d 4UOlj INSTALLATION TORQUE SHALL NOT EXCEED THE ALLONYM.TORSIONAL CAPACITY OF THE PALE SHAFTS OR MY PART OF THE PILE ASSEMBLY.MAXIMUM T.IT IS ACCEPTABLESLE!METER <br /> TOINSTALLPLES AT THE SPACNGSHDWN WITH x TOLERNCE TO ALLOW FOIR <br /> INSTALLATION TORQUE RATING OF 6,300FTNBS FCR A2.iK INCH OWAETER HELICAL PILE WITH SMIRCH SHAFT WAIL THICKNESS PER ESRS OU <br /> l50. UNEXPECTED ORSTRUCTXNS ENCOUNTERED RNO PILE INSTALLATION <br /> PROVIDED THAT NO TWO <br /> JIB(10d XIOBJ J0 1 IJO JB V l- P� �qyF s.FOR HELICAL PILES,PER IDEAL GROUP DISH NO.:2RTFG,THE ALLOWABIESIRUCTURAL CAPACITY FOR THE 2 TIN'TRU-FORCE UNDERPINNING BRACKET IS ADJACEMSPASFXCEEOTME SPACMG LMRATION AS INDICATED ON LEVEL SURVEY. <br /> v1 Q 3) Q N=G,LL - A_ ♦ L LIMITED TO BSSEMB5. <br /> J .LtEAL 6,IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TOWAN FROM PILE TO PILE AND EXTEND MIN Cr PAST <br /> cp IsOd U�iod 4uoJj yxq MEIN=}9 9 {� P.HELICAL ASSEMBLIES ASNOT TO EXCEED <br /> BYIUMCAPACITY <br /> AP/CYVRSO DETERMINED <br /> E BY THE ACCORDANCE RER FOO. <br /> v N.MAXMUMRON-CELOADSACIG LISTED <br /> FMINIMUML PILENSASOETOM UNLESYTTED OTHERWISE O FOR ANY PART OFTHEASSEMBLY, IF REQUTNGPILEEAENO. <br /> Wild IEO!a h _- b!t l- tie- Z/t- <br /> I IH�,£_�! s.MAXIMUM ON�CENTERSPAGINO LRTEOFgRTYPpAL PILE WSTALLARON UNLESS NOTED OTHERWISE ON RAN. B.IF REQUIRED,ALL 6UPRENEMAL CHANNELS TO BE ANCHORED TO THE FOUNOAIKLI WITH SIN'DIM. <br /> N 0 SIMPSON TITER HO SCREW ANCHORS(OR APPROVED EOUNALENII AT A MAXMUM SPADING 12'0.C.WI <br /> !p L •• m 0*r mix. EMBED ANCHORS TO BE CENTERED ON OR INSTALLED ABOVETHE CENTER UNE OF THE W', <br /> (IHY b/✓ TI—0 CHANNEL <br /> 0 f 0�C) iD.FELDVEAHFYALL EXLSTNG STEM WALLS AT AND BERWEEN PILE ATTACHMENT LOCATIONS ARE B THICK �'..�,, <br /> .,,,,, <br /> TTTIHH 0 0= MINIMUM NTH 7J1'HEIHTIMEASMIEOFROMBIFTG TO TICONCIMINIMUM. D'.Z o <br /> [V `Cl .�L 81£°Z mz/t. • PARCEL NO. ii.PARCEL OMENSpNGAPPROCMATEO BYSNWOM6HCWNIYASSESSOR GISMMPING i00L56 I—.W n <br /> 0��1—D Z� y 00605400400800 TIIXSIFTER INCLUDING THE SELECTED PMCEL.RLOPERTY wMENSIoNs ARE APPROXIRMTE FOR - + <br /> Z/I.- Z/Nm Z/L-m.6- G REPRESENTATIVE PURPOSES ONLY.NOIT0 SORE-NOTTO BE USED fOR LEGAL PURPO6EBIXlW FZ <br /> LEGAL DESCRIPTION PLACEOF AFELDSURVEY. Z <br /> m 8. g m VICTORY ADD TO EVERETT BLK IE SITE FEATLRES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CL&NIY O O A <br /> r D 004 D-00•LOT8 13.PILES SHALL BE INSTALLED TO A MNNUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL,WHICHEVER IS <br /> m X S0LLLOWES.. <br /> OWNER NAME 8 ADDRESS HELICAL PILE gENSPLCRRERW <br /> GIG WC- bHERNANDEZ RICK R <br /> /£- 0 0 TORQUING OF THE PILE SHALL COST HYDRAULIC <br /> CONTINUE uNTLAxw,uuc PREssuRE lsAalEveD TORLwpE , <br /> 300417TH ST, THE SPEGFIEDMNMUM VERTICAL CAPACITY WITH A SAFETY FACTDIROF NO LESS THAN ma 5 <br /> e iqt EVERETT,WA 98201 ADVACEMENT SHALL BE HALTED MMEDMTELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT <br /> ?./L- 9/4-�JEMOd AREA OF WORK RENDRE. �461 <br /> I <br /> yo2od 1I9Eg uoN!PPV LOCATE PILE <br /> WITHIN 3'-0"MAX <br /> R&R LEVEL SURVEY OF CORNER <br /> SEE STRUCTURAL CALCULATION PACKAGE /-11'-0" / 17'-0" / • <br /> FOR ADDITIONAL REQUIREMENTS ,(2)PILES 00 (3)PILES(It I 6'-0°O.C.MAX4 , 6'-0"O.C.MAX <br /> \ <br /> I -(> U <br /> 95 <br /> 5 HK <br /> 17TH ST �o,I, LOCATE PILE a w <br /> lr WITHIN 2'-0°MAX 3 V 2 /� <br /> eg OF CORNER Y Y \ <br /> e v f 300417TH ST, <br /> a O EVERETT,WA 98201 <br /> Eez LOCATE PILE^� <br /> WITHIN 1,0"MAX <br /> 5—WATER—WATER—WATER—WATER—WATER—WATER OF CORNER <br /> • <br /> SITE PLAN LEGEND 5220321-0XR <br /> ._ _ <br /> P_ROPERTV_LINE________ .....__ <br /> ........ EXISTING RESIDENCE STRUCTURE FY <br /> .BOO-0" <br /> " I (E)RESIDENCE EXISTING ADJACENT STRUCTURE MRT <br /> i ry 4 3004 17TH ST, ---• <br /> EVERETT,WA 98201 :AREA OF PROPOSED WORK <br /> F 1 `3 H 0 511 812 0 2 2 <br /> N n w,k-20'-0"• Zi 9 ---- PROPERTY LINE <br /> aW I H zt <br /> _, ri° °' • APPROXIMATE DIMENSION <br /> z �1. w;m i <br /> OI^ W a! z w <br /> I SEWER—SEWER—SEWER <br /> DRIVEW4Y • <br /> ' ACCE <br /> _-_-_ PROPERTY LINE <br /> I 80'-0"• <br /> 4/h I -IIr-(E{RESIDENCE II�- ` \ <br /> 1 I 1/09 MAPLE Si <br /> ,. <br /> .FRFTT WA f z21 (E)PORCH I L <br /> d V7 <br /> OVERALL PARCEL PLAN I- ^, <br /> Tn 0 <br /> A-6'-0" / 8'-0^---% 14'-0" / <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN <br />