5008 23RD AVE W 2025-04-21 - Laserfiche WebLink

PILE SPACING&LOAD REQUIREMENTS TABLE 1{ " j — 201'p"•— —"— '—'—•—•—•— —,—,—,—_— MA%O.C.SPACING.It MIN VERTICAL CAPACITY,by.. PROOF TESTING LOAD,kips f +. •—•—•—. —_, • PILE PILE TYPE BTWN PILES END OFFSET ALLOWABLE LOADING 2ge55 MIN VERTICAL CAPACRY LOCATION l (MIN ULTIMATE CAPACITY) I I I) 80k/PIIE 1(.,-%I'IIl EXTERIOR I I I I IIIUEAI 6'-0" PER PLAN 12.0k/PILE 240k/PILE EXTERIOR j I 89 17.0 k/PIIE 34.0k/PILE EXTERIOR PARCEL NO. j 10.1I 160 k/PILE 32.Ok/PILE DECK j00644500001300 y I NOTES: LEVEL DESCRIPTION A I S.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE NaDLA SEAVIEW ESTATES T WS IY I MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SMALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING NO.I BLK OW DAD-LOT t3 TOW s CAPACITY LOADING.INCLUDINGA SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT AD/ OF VAC PTN HILLSIDE LAMELY EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM AOJ TO SD LOT PER CITY EVERETT INSTALLATION TORQUE RATING OF 8,300FT•LBS FORA 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL ,1 I ORD Na 25573 RECORDED 71314204,Zik).. MUCHNESS PER ESR-375D. W AHD FILE NO.2310434 LOCI �I O I O.FOR HELICAL PILES.PER IDEAL GROUP DWG NO.:378TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27I8- OWNER NAME N ADDRESS, T �` TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. 0 (7y c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC..IN ACCORDANCE WITH ESR-37S0. MIVASANI WRY ANDREW 8 I (E)DECK U.PILE OR ANCHOR LOADS MOTTO EXCEED MAXIMUM CAPACITYAN DETERMINED BY HE MANUFAC CARER FOR ANY PART a Z sTTS CSRO MARIE OEIEON OF THE ASSEMBLY. I�—R W 0 1 500S23RD AVEW i e.MAXIMUM ON.CFNTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. V EVERETT.WA 99203 I Ir FOUNDATION NOTES O o' •h.I 1.VERIFY ALL DIMENSIONS ON SITE. HI°W a,FOUNDATIONOIUENSIOVS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER MR LEVEL SURVEY, —I jE 3.REFER TO THE FOLLOWING DETAIN FORADSTONAL INFORMATION. HELICAL PEE...._.1101.1 v l I 4.REFER TO STRUCTURAL CMal/M NS NOME DATED APRIL 13TH M72.EORA00mEYIL INFORAMTON SWOP-CATIONS.RESIDENCE AND REOUIRENENiS. ' . YYJ523RL aFt] i 5.LEVEL SURVEY PER MR REPAN PARENTED DECEMIER PINT Mt REFER TO 5TRIXTURAL CALONADONS P4.4516E01 1104 /Ib LVERLiT I MOOEICATICNS ARO ADDITIONAL REQUIREMENTS FOR REPAIR PUN. `) • fi MINIMUM PILE WAFTER SHALL BE 2-NFL ml 6 I T II IS ACCEPTABLE TO INSTALL PIES AT THE SPACING SHOWN WRNS 00 TOLERANCE TO ALLOW ION UNEXPECTED OBSTRUCTIONS �� 1a I ENCOUNTERED MNGPLENSTIWATONPRWIOED THAT WIND ADJACENT SRWSEXCEED THE SPACNGLMITATONASMIICATEO / ON LEVEL SURVEY. I V`NTO 1 4•-6R ! 9.FIELD VERIFY AI ENSTMG STEM WALLS AT ANO BETWEEN PEE ATTACHMENT LOCATIONS ARE r'MN MINIMUM WITH Id•HEIGHT yy 1•CA 9 I (MEASURED FRCS,ELPTG TO MONO MNMUM. j N;V ,`\ 4L�N Ph ES I 10.PARCEL OMENSIONS PRDIOEDSVCM OF SEATTLE.NOT TO SCALE.PROPERTY LNE AM)RESIDENCE LOCATING ONENSIONS IMTH < PGC a� j ASIEMS,yAPPRONMATED PER CING COUNTY AP TYM ANO SEATTLE DEPARTMENT CF CONSTRUCTION AMO INSPECTORS GIS MAPPNG I TOOLS NOT TO BE USED FOR LEGAL PURPOSES. - jj 11.SHE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY AREA OF WORK 'PREFER TO GENEML NOTES FOR PILE HELD 1ESTNG REQUIREMENTS • 126A L'L N` .. HELICAL PILE REFUSAL CRITERIA:L,A TORQUING OF THEME SHALL CONTINUE UNTIL A HYDMUUC PRESSURE BACHEVED TO PROVIDE THE SPECIFIED MNINUM VERTICAL I 'L O /• • CAPACTVMTH AWRY FACTOR OF NO LESS THANTWO.AOVANCEIAENT SHALL SEHALTEDNRIEDIATE IR Y IF THE SUCRIRE BEGINS j /•/' TO EXPERIENCE UPLIFT FLEXURE I Z3, // 5008 23RD AVE W \` '/•/•/• SITE PLAN LEGEND I EVERETT •-2�• /• WA98203 I EXISTING RESIDENCE STRUCTURE I N, S220112-3XR /• EXISTING ADJACENT STRUCTURE • I / / -;AREA OF PROPOSED WORK e•Arl2c MAX JT j • ' PROPERTY LINE • Ann Amnw'�Mri N MRT /,,POPE ---- APPROXIMATE DIMENSION a 04/13/2022 /• Project Description Lot Coverage by Building ,N PLl3• • i/• Foundation Stabilization/Jacking Lot Size=0.75 acres=32.670 SF rFAD ..• J Dom• /'/ 5008 23RD AVE W Existing House=1,900 SF' i EVERETT,WA 98203 Bldg SF I Lot SF=5.8%' PI `�I;��„ AASNOT O HE j /. SYOEMOR N.tSRATERAL OMMENO,IRPmM E , /. wLO COIPAL ANDIBAUTIONMEROPnUNE OWE j /!• Legal Description Impervious Area FRou COINER n,AAEesra.mlM.X STRUCTURE A PPECAUrXIWXY MEASURE w. j /! GRANADA SEAVIEW ESTATES DIY.NO.1 ELK OOD D-00-LOT 13 TGW Existing Area=2,470 SF' j S 20FT OF VAC PIN HILLSIDE LAMELY ADJ TO SD LOT PER CITY Note:Imprevious area to remain unchanged j EVERETT ORD NO.255-73 RECORDED 718/420 AUG FILE N0.2310434 /! 'approximate /' Parcel Tax I.D.No. I 00644500001300 R&R LEVEL SURVEY I /•/ See Structural alculation Packa•e for A..iti•nal Re.uirements j�• Height Calculations Survey not performed. g NI 11 Al NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN LU I— T N O_ N Ca)