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FOUNDATION NOTES
<br /> I.VERIFY ALL DIMENSIONS ON SITE
<br /> , 1T-0 / 2.FOUICATIGN CILENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL `-',
<br /> 'YVI PEAR&RL LEVEL SURVEY. 7f
<br /> 3.iiimoir REFER LOT EF0.LOWING CETAXS FOR ADDITIONALIM L BNF INFORMATION _
<br /> 'f° b•. NELOCAL RE_ •
<br /> ...... ...15p 11 'Y' •
<br /> PEE CAP ...vso t.
<br /> AREA OF ---_ A.REFER TO sIROCTURAL CALCLOTUHOS PAOMr.FDATED DECB x2.
<br /> IFORADDITIONALNFORMATION SPEOFICATIOILS.AND REQUIREMENTS.
<br /> WORK �I I li S.LEVEL SURVEY PER ERR REPAIR PLAN 051W OCT 11,2022 TEETH
<br /> DECK (AI PILES @6-0.O.c ROA I TOsiRUCTURALGLC14An0NSPACNAGEFGRMOOFIGrKNS A"'
<br /> I.V. SITE
<br /> ADOITCIIAL REGUIREMENiS FOR U-tAN PLAN.
<br /> OF
<br /> / B MNMNY PLE DIAMETER SHALL BE 2-re.HELIX CGNFIGURATIONS PER ERR
<br /> f N �a�•'-=-� S PLAN TO MEETUSTED DESIGN STRENGTHENER APPLICABLE FACTORS OF SAFETY.
<br /> O a'• 15'-0'• / t'-0•• LOCATE%LE6 -� I.R B ACCEPTABLE TO INSTALL PEES AT THE SPACING SHOWN MTH z Oa
<br /> b ® -- ® ® WMIHNra MAXOE y^ •2i}• nswca TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED
<br /> 9 VMTIWr •. _ i • 17 • 18 • 19 •�' cORNFR qp _ DURING PEE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS
<br /> -,t. EXCEED THE SPACING LIMITATION OF T%OC,MAAMULI. LU
<br /> ® 1.FIELD VERIFY ALL FASTING STRIP/AILS AT AID BETWEEN PILE
<br /> OVERALL PARCEL PLAN ATTAwLONrLv0011 55AREB iHKxMINBRJUYIITHza HECHT o>
<br /> • 21 (MEASURED FROM BPTG TO TA:ONO MNIACM,REID VERIFY EXISTING I—jDZ
<br /> WAT1IN}. ! I 13 NT'S. CONCRETE SUB-ON-GRADE M REATTACHMENT IS AL THICKMMMJM. w ,
<br /> S NOT TO SCALE
<br /> RNE0 \ • N • •_ '• PARCEL
<br /> FOR LEGAL PURPGSESNON01.6H C0 NTYGIMPENOTOT02E U5®� X 1
<br /> •
<br /> art
<br /> •
<br /> A14 15 24 25 SITE PLAN LEGEND PROPERTY LINE AND RESIDENCE �/W
<br /> ` 1 _• f 9 Y J
<br /> I •t.E •;�+..:, ____ y��--�' '� EXISTING RESIDENCE STRUCTURE TsrtE FEATURES AND DUSTING STRUCTURES ON ADJACENT PARCELS N• OT
<br /> 0°1
<br /> ',1__\ ` C' LOCATE
<br /> MAX —
<br /> LOCATE PILES SHOWN FOR CLARITY.
<br /> NIPKES 0 S.O.c MAX ,Xnik ;j LOCATMVITO WOW PILES OF iCAL,LANDER DESIGNATED EXISTING ADJACENT STRUCTURE I.PEESSHALLBE INSTALLED Tca MNMIMEMeEOMENr ors-0oR uxn
<br /> G•_ LONER LEI RESIDENCE*REMODEL '"6 REFUSAL WHICHEVER 6 SHALLOWER GINO PER GEOTECHMC"L REPORT).
<br /> �F-Y trot Grandview Or j ,AREA OF PROPOSED WORK '�
<br /> (21 PILES @e'-0•QD . �I NOTE ADDITIONALLPuivs xwl
<br /> C Elerett.WA 98203 I L raICAL PLE REFUSAL CRITERIA
<br /> HavxrtAra c°xr FaTFM1u ' '8 STRUCTURAL REMODEL PLANS NEERINOrEOL " ilk
<br /> ��
<br /> MNLmLxwFMNorwP. �� 7 • HAVE BEEN PROVIDED BY BTL — ' PROPERTY LINE TOROUNG OF THE PILE SHALL CONTINUE UNTILMVERTCAUJCPRESSURE IS B)/J.�
<br /> .IDES Faallo 0NNo ACHIEVED TO PROVIDE ME SPECIFIED/LAWN VERTICAL CAPACITY •'
<br /> aNlul FeL.wOKFNFa — - -_YAM:�pE� ENGINEERING(FOR).PILE
<br /> •
<br /> .iER 1 LOCATIONS TO BE r *r-,aAL UNDNoER 12 ---- APPROXIMATE DIMENSION WITH A SAFETY FACTOR a NO LESS THAN Two.ADVANCEMENT SHALL BE
<br /> '*a' COORDINATED WITH HALTED IMMEDIATELY IF THE STRUCTURE BED.TO EXPERIENCE UPLIFT
<br /> 4• 7PC�1 REQUIRED POINT LOAD Ev MN BYBTL FROI00 TI NLCT ? FLEXURE,
<br /> REM
<br /> p`.,m RPM(C4R,. SSISTA1THL ¢ HELICAL PILE
<br /> --- �� 'LOCATIONS AS NOTED ON b
<br /> • PC PE•i'e.11;:".• REMODEL PLANS.
<br /> 131 PILES @!,0.0 MAX 6 2 28 130 9 ,� ® EXISTING 6x6 POST
<br /> NEW - •I •27 • I 4 % HELICAL PILE WI PILE CAP ""°"""""""'"
<br /> F,.Rc�a6KroNlu.r,K
<br /> eawnoNNA.AANn.m REMODEL 'Q I lelaca•caerz:TFN 8 IcvwMTw
<br /> .rrrlr.M�caF.ro MP•• wrvr A, ... ......... ... . _._ ..- wMn
<br /> Aw,ufT.:2c`"X AREA I m �r""c::�i`"" - -4
<br /> TnEs @ TOW"Lie a�nva+u
<br /> MR(E)GARAGE Art. S
<br /> POT a�Mix CORN. _ •L— .sw•s.rn�u s000LOCATE OE01ORT 9APS, 4
<br /> 2 CDR R _ g ! • NVTiAX OF E PILES LOAD
<br /> TONS P9iRE
<br /> STRUCTRVAL PLANS BY VI
<br /> • 5P • `• ' ,1 3• "� BNANF£AINO I yll
<br /> �, I k• ;i ❑ 2 V N 1101 Grandview Dr,
<br /> ne.'MTeKw=mT arEwA..r y .16 POWER Everett,WA 98203
<br /> wMR°1:74 iw14 ._ PI aBESaE-0.O.c wA.
<br /> s >V (I)PILES @8'AY O.0 MAX h-tl YYv'Yl.
<br /> .rNAe...I...,.. oa
<br /> PARCEL NO. 5221116-1XR
<br /> A
<br /> --- _ 00596200700200
<br /> NW 0.0 MNWRIRALCAPACIT 5IIMAM MAGMA NJ
<br /> FILES MIAOW BrNA DOA CAPACITY. aA%MBW RM.Warn LOGTIM LEGAL DESCRIPTION
<br /> Irs MILT ALLOWABLELWOW Y RMILLTBMTEW2001E MEASURE TB•aE MUM TauE
<br /> TERRACE ADD TO EVERETT MRT
<br /> ar,,A WOG, LOWS TV WC OLO" .?Lw woos 2NIFT.lr WPM 2' ' DOER... BLK 007 D-DO-LOT 2 LEVEL SURVEY .
<br /> wt. LOOP TO N1 NL AP ALLL MOB 310•TADS Woes EGER.�+ OWNER NAME B ADDRESS - -_ A I ....6, ,~ ,.;. warTLK.d.iliZia.TE°A` 1219/22
<br /> CALLAHAN DIANE/CALLAHAN " b- /AS AST B•I(aG 3.LINO Ta I'F_ Li.Kp :BLLP ]OOPM 2175FT1ffi 700 P9 EaIE.Ck ^. ^.I A I'�� rm.xN "M+a wa
<br /> WILLIAM J II N �;, °u 1/4"=1'-0"
<br /> Ha., "SC SA sCLL rdw PS 3rICET ABS ICIAPs T T l/0/Grandview Dr,Everett,WA _ L1}'. p i, ems. �
<br /> 98203 V • • •
<br /> t B it7II•' x
<br /> .;2 rRKw y HOER SOPM aISFT LEIS SOCPA r85 MTERKX l. r' w'''''' K
<br /> Al rt6 F}: IHFIi P .HCti, IMO'S 'WV MS OD3PB - ATER.
<br /> UW _ _ _
<br /> a. xar L CPP cF LINT umvs NUR. LOT SIZE •
<br /> .axenc°w.•
<br /> f'u„ .A ."P a rH ,I v - 0.43(18.731SOFT) '• / • ._ 10i 1o:
<br /> ® 2Pc,roc.^HDIa. .;LNG ra;wc xXM wME INCPM NU Iwo PMAO UTERI.,
<br /> BUILDING LOT COVERAGE -� 1°`•IL••F ,,.,,a �w•t""I�+' `,,,P.,, ® .
<br /> IIR IS ' 16h(3,007 SOFT) itI.k• l 4 I W
<br /> P0- s'T.,,-. ;a'JC AMP aNIP ISO PM "WV LIG Iwo PSI Fue< INTCPux `ORLI. L.— ~ •MNLnFIe
<br /> NOTES-- 1 -
<br /> OROUE SHALL BE HIGH
<br /> ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE • I
<br /> ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY,MAXMIU,INSTALUTON TOROUE RATING OF 11100FOLBS FORA 2-7M INCH DIAMETER HELICAL
<br /> PILE WITH OM INCH SHAFT WALL THICKNESS PER ESR-37S,
<br /> B.HELICAL ASSEMBLIES AS MANUFACNRED BY IDEAL PA PA FACT(RING,INC.,IN ACCORDANCE WITH ERRJT50. R&R Level Survey
<br /> R.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY, See Structural Calculations for Aeditlonal Information
<br /> d (MUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN
<br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. I 5 y
<br /> a_
<br /> SITE PLAN
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