5117 27TH AVE W 2025-05-29 - Laserfiche WebLink

PILE SPACING&LOAD REQURMENTS TABLE FOUNDATION NOTES II LOCATE PILE MAX O.C.SPACING,It MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,Elp, L.vEPIFY ALLOMFNSXNS ON 511£. ,••p.•-imn,'- WITHIN 1'-0"MAX PILES PR.ErrPE 200%MIN VERTICAL CAPACITY LOCATION 2.FOUNDATION aMENSIONSARE TOOIITSIDEFACE OF CONCRETE STEM WALL PER pUR LEVELSRvn. •�•-.• OF CORNER WWII PILES END OFFSET ALLOWABLE LOADING 3.REFER TO THE FOLLOWING OEiAIS FOR ADDRFNMt WORKROOM t±' 1 (MIN ULTIMATE CAPACITY) Typical HELICAL T-0.UNO PER PUN 1304W W3.0 kEo PER RAN HEUCALPLE_____ V50-1.1 I I TYNCN ORNEN PER RAN PER PLAN 120 Mp 2JD41p PER PLN CDKENTRENRNEN PRE... 215[F1.1 , .. L INFERIOR CUMPOSRE FOOTNG PI➢_____. ...Y30.1.1 �1\1 ; e NpMBI 1.REFER T031R000IUL CALCUUTpRSPACRAGEMTE0 RAY 10.Nt2,FORADOGIONAL LL 4"( 1• e.MINIMUM ANOMAVMUM NSTNIATION TORQUE FOR HELGA.ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFAGTUPEH.THE MNMUM WSTIWATUA INFORNATON,PER RI000PAD AVO REWWEMEIEM • -,• ("“ „ „ TORQUE SHALL BEACH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS TWW 2.THE MAXIMUM S.LEVEL RURJEI'PER WRREOR PLAN DATED SEPIEMBER]B.2D21.OU ER TO STRUCTIIML INSTALLATION PALM SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACItt OF THE PILE S0FIS OR ANY PART OF THE PLE ASSEMBLY.MAYIMUM [gLCULATI0N5 PACKAGE FOR MODIFICATIONS AND ADRSIONAL REWIHEMENTS FOR REPAIR PLW. F_ INSINUATION TORQUE RAMC OF 8.390FT'LBS FOR A 2-))&NCL DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL THN%NESS PER ESR-3150. �� B.FOR NEUGAL PLES,PEN IDEAL GROUP DWG NO:2iNFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27A'iRUFORCE UNDERPINNING BRACKET IS i.�,M ACCEPTABLE TOOE PILE EOSIRL PEESCGLWRATpNGASIOWNWED ONLEVE0LER/WCErouLOWF -_ LIMITED TO 30MPS. OR vf ACENT SPiiNS '•" - '" ' cNEUCAL ASSEMBLIES A5 MANUFACTURED BY IDEAL MANUFACTURING,SV01 ING,INA000ROANCE WITH ESR-]TIN UNEXPECTED OBSTRUCTIONS ENCOUNTERED WRING PILE INSTALLATION PROVIDED MAT NO TWO --- - U.CONCENTRIC 0020ICORIVENPIL7 AS MANUFACTURED BYSTPBLLOCSY$TEMS.ILC.IN ACCOROMICEWITH ESRa'21. ,...�" ,.PRE ORAtiaOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF ME ASSEMBLY. 9.IF REQUIRED,ALL SUPPLEMENTAL GVNNELS TO SPAN FROM PILE TO PILE AND EXTEND MNT PAR I.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PRE INSTALLATION UNLESS NOTED OTXERWISE ON PLAN. SUPPORTING PILE EA ENO. (2)PILES @ n' 9.IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATIGNWIM 52'DWI. • 7'-0"O.C.MAX �� LOCATE PILE WITHIN F.J-,.maw.,.,,, SIMPSON ilia HD SCREW N9010113(CRAPPROVED EQUIVALENT}ATA MAMMON SPACNG120C WI -• 1'-0"MAX OF CORNER o•'"'•'PL'""" MICA'EMBED.ANCHORS TO BE CENTERED ION OR NSTALLED MORE THE CENTER LINER THE a 6 LOCATE PILE "^ v.-u".., CHANNEL- D 00"i WITHIN 3'-0"MAX IR FIELD VERIFY ALL EXISTING STEM WALLS AIMORETIDENPLE ATTACHMENT LGCATron3 ARE e'TOGN fA-w" y(4)PILES @ 1 laNNRIM WITH 2d HEIGHT(MEASURED FROM BIM TO DLQLC)MINIMUM. OF CORNER 1 j'-0"O.C.MAX 4'0 SITE PLAN LEGEND I1.PARCEL DIMENSIONS APPR0XWA3ED BYSNOHOMWICWNTTASSESSOR GISWNPWG TOIXB I I—ti= _ TAXAFIERNCLU0NG THE SELECTED PARCEL.FNOPERIY DIMENSIONS ARE APPROXIMATE FOR Z z Z (5)PILES1@7'-0"O.C.MAX • Q EXISTING RESIDENCE STRUCTURE RRACEONTATIEF A ➢PURPOSES ONLY.NOT TOSCALE.NOT I0BE USED FOR LEGAL PURPOSES ORIN OO. EXISTING ADJACENT STRUCTURE 12.SITE FEATURES AND EXINTNG STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. J R&R LEVEL SURVEY 13.PILES SHALL BENSTALLEDIBA MNMLM EMBEDMENT OF SJT OR UNTIL REFUSAL.WHICHEVER LR SEE STRUCTURAL CALCULATION PACKAGE AREA OF PROPOSED WORK &NAL1oALA. • FOR ADDITIONAL REQUIREMENTS HEUCALPSE REFUSMCRITERYL ---- PROPERTY LINE TORWWG OF THE PLE SHALL CONTINUE UNTIL AHYORAUUC PRESSURE IS ACHIEVED TO PROVIDE 1/* THE SPECIFIED MINIMUM VERTICAL CAPACITY WIN A SAFETY FACTOR OF NO LESS THAN IWO. • APPROXIMATE DIMENSION ADVANCEMENT SHALL BE HALTED IMMEDIATELY ME STRUCTURE BEGINS TO EXPERIENCE UPLIFT •-'�` FLEXURE. DRIVEN PILE REFUSAL MERLIN •. AOVANCFMFNT OF DIE PLESHALL CONTINUE BEYOND ME MINMUM EMBEDMENT DEPTH AND UNTIL ' A WORKING PRESSURE ISACHEVE0 TOPROVPE THE SPECIFIED MINN VERIKAL CAPACITY WIWI I PARCEL NO, x ASAFETY FACTOR OF NO LESS TIM TWO.ADVANCEREN T SHALL BE HALTED MMEDNTELV RARE N 00567900200902 .- 25'-0' I STRUCTURE MOWS •- - LEGAL HEIGHTS ELK 002 D-02-S 85FT OF N 165FT OF LOT 9 - • 34'-S• 1' 1 OWNER NAME 8 ADDRESS �T$"—+�8'-0" 4' ANDERSON FRANCES 8 ANDERSON TERRENCE 5117 27TH AVE W, t 1 EVERETT,WA 98203 LOCATE PILE I I I WITHIN 1,0'MAX I I(E)GARAGE I OF CORNER I I I (E)RESIDENCE w w 511727TH AVE W, B € 1 5113 27TH AVE W EVERETT,WA 96203 EVERETT.WA 98203 I I LM •�i - Z I PROPERTY LINE -- I I I-�- iis.0":--- z 5211026-4XR ir I I I 1 r PLAN i MRT ; i!IISffE 1 L I P! I (E)Chimney Foundation I PIA I +)! I? ' 1 R2 —LZ.--.-m_- PROPERTY UNE w.m--•- 10.-0"1I I 1 115.. (2)PILES @Ax2 I 1 (El RESIDENCE LOCATE PILE 5123 27TH AVE WITHIN 1-CY MAX 8v. OF CORNER I EVERETT.WA 98203 � __ LOCATE PILE 5� ' • OVERALL PARCEL PLAN r•0-->,— WITHIN 3,0"MAX 3 4 a -- — Z OF CORNER '—(4)PILES @ 7'-0'O.C.MAX�r�7 y 8 9 10 11 II II •IT- (5)PILES @ 7'-0.O.C.MAX A' 0_ 7, A�'10'-0' X 25'-0" 1 40'-0" AF LIJ L/0 IV NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. S ITE P LAN coN