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— —rn ..a 1 1 PILE SPACING&LOAD REQUIREMENTS TAKE ;'a�•uii
<br /> Proied Description rn—"n ... iA L MA%O.G SPAONG,R MIN VERTICAL CAPACITY,kips PROOF TESTING IOAO,WPa
<br /> Foundation$tabil¢atbnlJacking —2,,,"�++^—'"" I S 20094 MIN VERTICAL CAPACITY LOCATION r
<br /> MLER VILE TYPE
<br /> 8107 HAMLET LN xM Iy iieTWN PILES ENDoffal ALLOWABLE LOADING (MIN ULTIMATE CAPACITY)
<br /> EVERETT,WA 98203-6990 xa•—„".. .... `— o YI I TAPI HELICAL'. 8.0" l PER PLAN 14,0k/PILE 28.0k/PILE TYPEXTERIOR CF+�,'••
<br /> _ S GOTSMI
<br /> Legal Description FOREST GLADE 1 I a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> VALLEY VIEW DIV.NO.2 BLK 000 D-00 I ` a MANUFACTURER THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> yy # E CAPACTY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> LOT 26 q EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> INSTALLAT1ON TORQUE RATING OF 8,300FT'LBS FORA 2•]G INCH DMMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> — iHIg01ESS PER ESR3]50.
<br /> ..fu—�^'-•^°'— b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27le'
<br /> PaITx,ITax I.D.No. �a..� m,,,,o,_,,,,,�.,,. nxW�:- "°' e+..0 I TRU{ORCEUNDERsINNINGBRACRETDLIMITEDT030KIP3.
<br /> M _ o. — M� F L cOF THE ASSEMBLY.
<br /> .HELICAL ASSEMBLES AS MANUFACTURED BY IDEAL MANUFACTURING.INC.,IN ACCORDANCE WITH ESRJT50.
<br /> OC691100(102600 ° ._.w.••=— .�•^^• """� � �� U �1 I Y d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> PROPERTY LINE B.MAXIMUM ON.CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PUN.
<br /> Height Calculations —'—'—'—'—'—'—_.1-
<br /> - ?- - W
<br /> era..
<br /> Survey not performed. �'�• •• �„o��. !) N o
<br /> �• r f I FOUNDATION NOTES
<br /> LolCOVBTATRbyBuildinq 0" 1 r, i I . I \ I vswFr ALL DIMENSIONS oNSITE � ,+,
<br /> Lot Size=9,5835E j - /ry.: .' /' I `I B 2.FWNOATION DIMENSIONS PRETO OUTSIDE FACED CONCRETE STEM WALL PER RSA LEVEL !6
<br /> SURVE
<br /> Existing House=1,735 SF" / .�' 4 - I REFER
<br /> T ............. O O.
<br /> a REFER TO THE FOLLOWING OEMILE FOACORIONL NFORIATION W
<br /> Bldg SF/Mot SF=181%' / ��• / li_ I \ 4A)10.... HRUCTURALCLC., .EOHT
<br /> I d.REFlSITO SnLICALPILES HAnON8PA0(AOEDATED OCTOBER f67N,20A.FORAOOngULImceRIOUS rea I i •~• a I \ IrroroAnoRSPEQRaTDNSAMOREMJELErm J
<br /> Note:Imprevbus area to remain unchanged .•`�"� I >E 1 S.LEVELSURVEY PER RII1 REPAIR PUNDATED FEBRUARY297H30ID.REFER TOSmLCnRAL
<br /> /s•.� I' 19,0" 1I 9�-10"—+� t r CALCULATIONSPAC.KAGEFOR MODIFICATIONS AND ADOMONALREOUIR✓ELEN78 FOR REPAIR PUN.
<br /> r 8 MANMJMPILEDIAMETERSULLSEE713'-
<br /> 'approXimde ; I 1 7.MIS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WTMz Qa'TQFMNCE TO ALLOW /�
<br /> FOR UNEXPECTED OBSTRUCTIONS ENGOIRnFREO DURING PILE INSTALLATION PRWIDED THAT NO
<br /> ! ( I99 TWO ADJACENT SPANS EXCEED TIESPACING UMRAToNAS INDICATED ON LEVEL SURVEY. - I`
<br /> 4 Q i B IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND IXTENDMNPPAST
<br /> I I I _ c�5 I SUPPORTING FILE FA END.
<br /> p "CIi" 9.IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TOTHE MAMMON MTN
<br /> t i ( P --/ I 80'DMM.SIMPSON TITER HD SCREW ANCHORS(OR APFROVEO ECUNAIENT AT A MAXIMA
<br /> x r--43,-0.
<br /> ---17.-8" �,„ I SPACING 120C WIMNA'EA[1ED ANCHORS TO BECENTEPFDON ORINSTALLED ABOVE THE
<br /> CENTER UNE OF TIE CINMN L
<br /> HAMLET LNI I I ICI FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN REATTACHMENT LOCATIONS ARE8'
<br /> THICK MINIMUM HRH 249 HEIGHT(MEASURED FROM BFTG TO VCONC)MMLNM
<br /> it.PARCEL DIMENSIONS PROVIDED BY SNOCMN1 WUMY NOT TOSCALE PROPERTY LEE AND
<br /> . m Ip -. RESIDENCE LOCATING DIMASIONS(WITH ASTERAAK 7 APPROXIMATED PER SNOHCMISHQUUITY
<br /> 5 MS MPRNGTCOLS.NOT TO BE USED FOR LEGAL PURPOSES
<br /> II- DENCE -I1 12 STE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FORCUAT.
<br /> J Y tA.PILES SHELL 8EINSTALIJ�TOA MMML'M EMBEDMENT OF VI OR ORAL REFUSAL WDBCHEVERIS
<br /> I� 810E HAMLET LN o I• SHALLOWER
<br /> [ I EVERETT,WA98203
<br /> E I % •70 D I HELICAL PILE REFUML GRTIRU
<br /> i I t•D I I TORQUING OF THE PILE SHALL CONTINUE UNRLAHYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE
<br /> /I ; I _ _ __ I THE VERTICAL CAPACITY WRIT A SAFETY FACTOR OF MD LESS THIN TWO 8107 HAMLET LN
<br /> A- ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE SrTUCIURE BEGINS TO EXPERIENCE UPLIFT EVERETT WA
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<br /> I ! +c FLEXURE.
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<br /> A E E `icy�I F I --•-•- I .E4 BDB", 12/7/2020
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<br /> PARCEL NO. 8WNJ L. I'g
<br /> gam' '�•� _ ` 00891100002800
<br /> R Rs+ LEGAL DESCRIPTION IV B_
<br /> LEGAL ESCRIVIEW DIV.NO.2ELK O00D00 L f kA, S
<br /> 'ems SITE PLAN LEGEND •�•_•_ LOT zs I P T l- 9/5
<br /> EXISTING RESIDENCE STRUCTURE OWNER NAME AADDRESS I OO.52 91E- ARE 1
<br /> ARNOLD WILBURISU]ANNE _ ®a3Rd 161 9L
<br /> •APR�n• 870]HAML LN
<br /> y'}^E - EXISTING ADJACENT STRUCTURE ERA�JNf.�___` EVERETT WA 9e203-6990 I tl3 M,1Mrt DMKXoyya 3snvD
<br /> p ,1 r_.ai :AREA OF PROPOSED WORK • 24355001 oa ATaNn Si EIBUIT DazlTvwTsv N0053DT
<br /> . `_ `_ t' {' PIE' CJt SIH11V N2RNU 3a OJ 26STAVGOIVY'd 310N
<br /> PROPERTY LINE I tr1 PE stirs^.' MN XO.EA&SESOIBI
<br /> 2
<br /> -- APPROXIMATE DIMENSION � '_ I RSR LEVEL SURVEY N
<br /> See Structural Calculation Package l«AEalnonal Requirements a to
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<br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 17)
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