3008 LEONARD DR 2025-04-16 - Laserfiche WebLink

PILE SPACING 8 LOAD REQUIREMENTS TABLE LEONARD DR MAX 0.C.SPACING,n_'MIN VERTICAL CAPACITY,Ass PROOF TESTING LOAD,Mp. ....., —um— A•�— `"•— —•u—..�..�.",,,._-�,.e MI* PILETYPE 1200%MINVERIICALCAPACTY LOCATION —""^'—w'v—^• BTWN PILES'END OFFSET ALLOWABLE LOADING (MIN ULTIMTE among Lx� _ �PRCPPERR-LAN I.5,10 J_O' - — 13.0 WPILE M.O WPXE EXTERIOR .1-A '^•�•�•�•�. .L� .� �•— 6_) HELICAL 12•-0' 11.0 WPM 22.0 WPILE EXTERIOR -•3 �,-0•• I 8-9 B'-0' PER PIAN 10.0 WALE 20.OWHLE EXTERIOR 1 1-2 CONCENTRIC rm. 130WALE 26.0 WPILE INTERIOR -" j � noga: I a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE I MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING I AREA OF WORK • CAPACITY LOADING,INCLUDINGASAFETY FACTOR NO LESS THAN I.THE MAXIMUM INSTALLATION TORQUE SHALL NOT �I( EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM —12-0"�� I �� INSTALLATION TORQUE RATING OF 8.300FrLBS FOR A2-JIB INCH DLMETER HELICAL PILE WITH 0.2D3 INCH SHAFT WALL h AA THICKNESS PER ESR3J50. i6 FOR HELICAL PILES.PER IDEAL GROUP DWG NO..228TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 HINT TRU-FORCE UNDERPINNING BRACKET 6 UNITED TO 30 LIPS. Ic.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC..N ACCORDANCE WITH ESR-3760. },3,6.,, ib-0 d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART j N I I OF THE ASSEMBLY. r I I 'l j e.MAXIMUM ON-CENTER SPACING:LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. O 5-' FOUNDATION NOTES • D z I.WRFY ALL DIMENSIONS ON SETE I—I-, ` I I 2.THJRCIA°.DIMENSIONS ARE TOOJISOE FACE CA CONCRETE STEM WALL PERRIR LEVEL SURVEY. 0 I. 3.REFER TO THE FOLLOWING DETAILS'R ADDITONMINFORAATKN W I. HELICAL PRE SOtt Z Z J CONCENTRIC PLE MOTs CJ I j N I REFER TO SIKUCTUFALCALCIRATKNS PACINGE DATED OCTOBER 13TH.Er.FOR A00R0NAL NFORMATION.SPECS-CATIONS.. _II _ _ AND MOURNI 'S. i ___. I 5.LEWL SURVEY PER RIR REPAIR AAN GATED MARCH 23..2022.REFER TO STRUCTURAL CLCUATNM6 PACKAGE FOR MOOFICATIONS _ j .WO AWWN AN IREOUREMENTS FOR R . 6.MHNIIM PEE UNMEIERMALL BE 2-JIG. I I I R 6 ACCEPTABLE TO MIAIL PILES ATIHE SPACING SHORN wTN 308'TOLERANCE TO ALLOW TOR UMXPFC-"_P::I...C''.I`IS / WI I ENCOUNTERED DURING A VO LE NSTAUATIONPROED THAT NO MO ADJACENT SPAVSEXCEED THE SPACING L,VV.. .. ....1 ' ON LEVEL SURVEY jj'� I 9.FELD VERIFY ALL USING STEM WALLS AT AND BETWEEN FILE ATTACHMENT LOCATIONS AGE r THICK MINIMUM WIT-.[. '' RESIDENCE _--1 - - D FRSRNSIG TOTICONC)MINIMUM E3008 LEONARD OR oI INlASUnE EVERET'WA 98201 NI PARCEL DAENSIONS NOT TO SCALE PROPERTY LINE AND RESOENCE LOCATING ONENSKNs MTH ASTERISK. ROXIVA_C-_a j - •A SNONWISH COIMIY MP HDT 10 BEU5ED TOR LEGAL PURPOSES. z 1• 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PM(ELS NOT SHOWN FOR CLAW, rn I SITE PLAN LEGEND $2.RUES SWLL BE INSTALLED TO MVIMUM EMRECMENT OF SL'IUNS PER GEOTEC.NIGL REPORT). j I ❑ EXISTING RESIDENCE STRUCTURE HELICAL PEEREFUSAL GR.. TORQUING OF THE PILE SHALL CONTINUE Will AHYDRAMIC PRESSME 6ACHEVED TO MOVOE THE SPECIFIED MINN.IT THE EXISTING ADJACENT STRUCTURE CAPACITY WITH A SAFETY FACTOR OF NO LESS GM TWO.ADVANCEMENT SHALL BE HN.1E➢MADAM, TIE STRUCTURE BEGINS j 4� _'•t-! I MAN TO EXPERENCE UPLIFT FLEXURE I • I j _;AREA OF PROPOSED WORK DRNER VLE REFUSAL CRrtERM, • I IDVAVaNENiO A IRE ESMALL CONTRUE UNTIL WORKING PRESSURE 6ACXEVEO TO PROVIOE HE SPECIFIEDWMMU4 SRTKAL I m j • • PROPERTY LINE CAPACmW RASE FACTO EN OF MILERS rHW WO UVANCE45N AL BE H ED wMEDA ELVF BFG Ns ESDUC URE APPROXIMATE DIMENSION TOE RERENCE UPLIFT FLEXURE. I 23-6---- —10,0"--'-i NSTRIADONEMAVATIDN No1E 3008 LEONARD DR I ALL REQUIRED HOLES FOR EINSTDULGRIN SHALL BE DUGBV RIND.SHALL N I NOT EXCEED MUST BE ACCORDANCE WITH EVERETT jTHESEArILE GOADING CODE CONTRACTOR TO ENSURE DST PROJECT STRUCTURE A.AGIAGER!PROPERTIES AND SIRUCIURES WA 98201 I { I Pr01aCl DBSC A 0n IRE NOT IMPACTED BY THE NSTAUATXN OF PILES. j I Foundation Stabilization/Jacking I 3008 LEONARD DR A et B S220906-2XR I j EVERETT,WA 98201 sr.do.FIOsXO4JE I� JT 1 j I j Legal Description ion � -1 I DART READY LAND COS 1ST ADD BLK 012 D-00 w' .p,l }'Be 1 I -LOT 46W 18FT LOT5 ®'i Deui HI BAd9 I __ 1 0/1312 0 22 j 1 Parcel Tax I.D.No. I' F - p PARCEL NO. 1 00553101200400 o 00553101200500 I I 0 I I�B 4 LEGAL DESCRIPTION I I Height Calculations WC READY LAND costs) I Survey not performed. 4 ADD BLK 012 D-0D-LOT'.A 1 _ O W IBET LOT 5 I • j Lot Coverage by BuildiTp 246 f�HY'tn OWNER NAME aADDREss I F I Lot Size 0.12 acres=5,230 SF IRA MT,�rn6.CA ' RI: VALENCIA EDWARD J X CLETTENBERG NAOMI m I I Existing House=1,900 SF' .nld ICI„H.e• LI I 3008 LEONARD DR 1 Bldg SF I Lot SF=36.3%' EVERETT,WA 96201 j • I 9 HD j I Impervious Area we- i I Existing Area=2,540 SF' rI.B •----_-_._•_ -_ a3,a•• I Note'.Impervious area to remain unchanged m 4 —Hw._,.."—.w._..,._.«.—..,�.—....—..,.�„",,, PI* NE......�.�..�. ._.J I III III L- 'approximate —"'—w"'-" - - R&R LEVEL SURVEY z See Structural Calculation Package for Additional Requirements ID_ Lf1 LIJ NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~ 7 N A O_ NO (IT