3230 OAKES AVE 2023-05-19 - Laserfiche WebLink

• 'Fy _ PR019aY LIVE_-_ICA)c- W • srvxx 1 \\\• NUN l 2 \ ® ® ® Z LL w z i o�ae•.ws+.ro+r (E)RESIDENCE I O 0 31300A11a:SAVESE. Q • 9 Nz EVERETT.WA 98201 �4�� - Cl) LLJ DRIVEWAY k; ® El ® WI Y ACCESS R - S -� -ENTRANCE C1 Q 8.! '8.1 I ,.,..., 8 '�' zip �r 1 INµla El _ —46 oiry '` s a, I \ umeawwo PROPERTY LIVE 119'L-•PARCEL NO. If • 00439076501800 1• LEGAL DESCRIPTION A EVERETT LAND CO S 1ST ADD BCE 765 N - D-00-N20FT OF LOT 18&S12 OF LOT n FOUNDATION NOTES ��.,, 19BLK765 /j� 3230 OAKES AVE SE, 1 VERIFY ALL MANSIONS ON SITE `" OWNER NAME&ADDRESS I I' EVERETT,WA 98201 2 FOUNDATIONDIMENSRNS ARE TO OUTSIDE FACE CF CONCRETE STEM WALL PER RAR LEVEL SAULJERIMIAH 1 SERVER • 3230 OAKESAVE SE ' 3 REFER TO THE FOLLONYJGDEINLS FOR ADDITIONAL EFOLRMATAN EVERETT,WA 98201 HELICAL PLEB.__,_.-..._.._........ss1m -. -- S220513-DXR CHANNEL _-_-.-__SSN-02 4.REFER TO STRUCTURAL CALCULATIONSPAMAGE DATED JUNE b,2022.FOR ADDITIONAL AA sA IN. PAM INFORMATION.SPECIFICATIONS AND REOUREMENTS. A 5.LEVEL SURVEY PER RAT REPAR PLAN DATEDAPRL 24.20T2.RESER TO STRUCTURAL PILE SPACING A LOAD REOUIRMENTS TABLE 0 I$^ CUUTONS PACKAGE FORMOOFICATNNS AND REQUIREMENTS FOR REPAIRW PLAN. XO.C.SPACWG.R MNWRTN:AL CAPACITY IR. PROOFTESTNO LOAD.Alp. t yWz 0, MRT 6.MINIMUM PILE DIAMETER SHALL BEMS' PILEN PILE BMA BEB 200%MN VERTICAL CAPACITY LOCATION z I. g s TYPE ALLOWABLE LOADING S V IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH x OW TOLERANCE TO ALLOW _PILES OFFSET PIN ULTIMATE CAPACITY) Ly 9 �D B�1 06I30I2022 FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED WRING PLE INSTALLATION PROVIDED THAT NO TANcal HELICAL BD'ONO TD'LINO 1204ry 2401q TYP T40 ADJACENT SPANS EXCEED THE SPACNG LIMITATION AS NDCATED ON LEVEL SURVEY. w � 09 I airB.IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PRE TO PILE AND EXTEND MINE'PAST NDT SITE PLAN LEGEND � iT' L� 41 _gE SUPPORTING PLE EA END. a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLES SHALL BE SPECPED BY THE PILE �6 I'V I'-. .„ B.IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BEANCHONAV TO THE FOUNDATION WITH MANUFACTURER.ME MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED SEARING El EXISTING RESIDENCE STRUCTURE MIa W ^Mi 5�E i WIN DAM.x a.SAMSON EN HD SCREW ANCHORS TOR APPROVED EOUNAIANN AT A MAXIMUM CAPACITY LOADING INCLUDING A SAFETY FACTOR NO LESS THAN I.THE MAXIMUM INSTALLATION TORQUE SHALL NOT B SPACING IB'OC.ANCHORS TO BE CENTERED°NORNSTMIEO ABOVE THE CENTER LIVE OF THE EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PLE ASSEMBLY.WORM EXISTING ADJACENT STRUCTURE F' V o= NSTJLLLATON TORQUE RATING OF B.300FPLSS FOR A2-IN INCH DIAMETER HELICAL PLE WITH 0203 NCH SHAFT WALL ' CHANNEL THICKNESS PER ESFG150. -- 10.FIELD VERIFY All EXISTING STEM WALLS AT AND BETWEEN PLE ATTACHMENTLOCATONSARE B. p-MEIICAI ASSEMBLES OS MANUFACTURED BY IDEAL NW CI'I AS DETERMINED MIX.IN ALCOROWCE WIIN EBR3l50. � �m C at THICK MNIAIUM WITH I'8'HOGNT(MEASURED FROM PATO TOT CONCIMNMAI. c.PLE OR ANCHOR LOADS NOT TO EXCEED MWNUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART •_-- AREA OF PROPGSED WGRK - - • I�RHn, n 1 TPARCEL DIMENSIONS PROVREDBY CITY CPEVEIER.NOT TOSCNE.PROPERTY LINE AND OF THE ASSEMBLY. -Ii .N � * E - ' RESIDENCE LOCATING OMENSIONS DAM ASTERISK'IAPPROXIATED PER SNOHOMI.SH COUNTY B.MAXMUMONCDRER SPACING LISTED FOR TYPICAL PLE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN'. '--- PROPERTY LINE - GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. • APPROXIMATE DIMENSION -- 11.SITE FEATURES AM/EXISTING STRUC TURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. - _ - _ ,1 I,� 13.E 56114LRLBEINSTALLEO TOAMINMIUM EMBEDMENT Of TO'INUNIL RENSAI,WMCNEVEP Is ¢1 HELICAL PILE �" %YR'1 YW:JG.B VA Si 1Ie 1PI XryW HELICAL PLE REFUSAL CRITERIA ® C6X8.2 CHANNEL R8R LEVEL SURVEY TOROANO OF THE PILE SHALL CONTINUE URTL AIVORAULE PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS DIAN TWO. 20'COMPOSITE PAD SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL ADVANCEMENT SHALL BE HALTED IMAMEDLTELY E THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT REQUIREMENTS PLAN SITE PLAN ... 7s NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. ELJ NOTE:L120'S SCOPE IS LIMITED TO THE PERIMETER SUPPORT SYSTEMICONTINUOUS FOOTINGS.THE INTERIOR CRAWL SPACE SUPPORTED SYSTEM FOR THE FIRST FLOOR SHALL BE INSTALLED PER RBA. AS W ,1V