6202 2ND DR SE 2025-01-13 - Laserfiche WebLink

FOUNDATION NOTES I VERITY ALL DIVERSIONS ON SITE. 9.PARCEL ONENSBNSPROVOED BY Cm OF SEATTLE NOT TOSGLE.PROPERTY LNE AV%RESIDENCE LOGIWG D0IENSIONS(WON �.•�••;'+. 2.FWNMiDN 8ESROS N5ARE TOWRDE FACE OF CONCRETE STEM WALL MR lEVEtSUWEY. ASIEREL.'I APPROXMATEO PERKING COMP,MAP ANDBGTTLE DEPMTMEM OFCON51RUCTD ISMLP N AND INSPECTIONS PRE SPACING a LOAD REQUIREMENTS TABLE TOOLS.NOT TORE USED FOR LEGAL PURPOSES. MAX O.G SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips I.t J.REFER TO THE FELOWWGOETALS FOR,EGT DML NfQRMATION. 10.SITE FEATURES AND EXBTNG STRUCTURES ON ADJACENT PARCELS NOT SHOWN FORCWR. PILE 6 PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION 'S HELICAL PILE.___.I SD-IT swim PILES END OFFSET ALLOWABLE LOADING � ; A.REFER TO STRUCTURAL CALCULI.%PAGYAGEDATEDJUNE 21M,2022,FORA00m0NAl NFORMMDN.SPECIFICATIONS ',PILES SHALL BE INSTALLED TO YINWMEYBE4IENT OFS'd'IUNO PEN GEOTECHNIGY REPORT) (MIN ULTIMATE CAPACITY) ANDREOBREMENTS 1-2,10-11 6'-0' 15.0k/PILE 30.0 M/PILE EXTERIOR "' 5.LEVEL SURVEY PER RAR REPAIR PLAN DATED DECEMBER 29TH.2021.REFER TO STRUCTURAL CALCIAATIG'SPACKAGE FOR HELICAL PALE REFUSAL CRITERIA. • 3 6'.0' 12.0 k/PILE 24.0k/PILE DOOR MODIFICATIONS AND ADDITION.REQUIREMENTS FORREPARPLAN. TOROUWGOF IS PILE SHLLLCONlY11JE LUNTIL A FSSTIIN HYDRAULIC PRESSURE GALHIENED TO PROVYIE TIE SPECIFIED MNIMUN VERTICAL 4-9 HELICAL PER PLAN 8.0 k/PILE 16.0k/PILE GARAGE fi.WNW PILE DIAMETER SHALL BE2-)A CAPACITY WITH A SAFETY FACTOR OF NO LESS TW PAO ADVANCEMENT SHILL BE HILTED NMEDWTEIY IF THE STRUCTURE MONS tOEXPERENCE UPLIFT FLEXURE. 12-13 PER PLAN 23.0 k/PILE 46.0k/PILE CHIMNEY 2.IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACNG SHOWN WITH I 06'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCT DNS 14-16 24.0 k/PILE SELO k/PILE POSTS .COUNTERED WRING PILEINSTALLETON PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS WOCATED NSTALW/XNUEXCAVATNM'FDTE 9210% ON LEVEL SURVEY. ALL REOUPED HOLES FOR PRE NSTALGTDN SHALL BE DUG BY NANO,SHILL NOT EXCEED Ma,AND MUST BE IN ACCORDANCE WIM 8.FIELD LIMP!.EXISTING STEM WALLS ATANO BETWEEN PLE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM BOTH 29'HEIGHT a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BV THE PILE THE SEATRLE GRADING CODE.CONTRACTOR TO ENSURE THAT PROJECT STRUCTURE AND ADJACENT PROPEXTES AND STRUCTURES MANUFACTURER,THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING (MEASURED FROM MTG TO TICONC)MNMUM ARE NOT MPACTEO BY THE INSTALLATION OF PILES. CAPACITY LOADING,BCLUDING ASAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PEE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF B,SOOFT'LBS FORA 2..7181NCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL THICKNESS PER ESR-3750 W b.FOR HELICAL PILES.PER IDEAL GROUP DWG No,28TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2718' /•'s,` TRUPORCE UNDERPINNING BRACKET IS LIMITED T 30 KIPS } ........ c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC..IN ACCORDANCE WITH 750. 4„ • a.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURERRER FOR ANY PART OF THE ASSEMBLY. / a.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. �n / \ — �/ / ` Z / PoARRCEL NOOeaa ` `.srp n't`,ONE„ RROOkR pfe(Vp uL o O O LEGAL DESCRIPTION RIDGEWOOD TERRACE OIL L / NO.I RLK 0000-00 LOT 58p9/L / OWNER NAME 6 ADDRESS p Y • BOND DANIEL DAMBERL,'. EE ,a �'/ / 82022N0 DR SE .-91 % EVERETT.WA AM I, `,:; ki a LocArE pm W'4 t \ IOGATF ME LTDE C NE s PILE6 rnDlp V a ^' ,FToER p MAX A / �� AREA OF WORK `\� °' " .N. =s:x+A' jLCCATE PILE , I 1`a ' A c :mcmr+Fesam .. WITHN 5.n RoucoRHa • ` PRE MINN Ywws % _ LOCATE PILES LIDER FROM W.I. STUDS DI HEADER GARAGE 1q-0" I R&R LEVEL SURVEY 6202 2ND DR SE o See Structural Calculation Package for Additional Requirements EVERETT / WA 98203 ///' RESIDENCE T. / SITE PLAN LEGEND A S220412-2XR 62,2ND Du.r i 7T.., l / rvFHEI „� % 0 % EXISTING RESIDENCE STRUCTURE yYN JT / /4 • / % _ EEEE iir LINE ---- APPROXIMATE DIMENSION 9 (E)CHIMNEY ACcE AY /'` O ` ss Proied Description Lot Coverage by Building ..... ` 1 o Foundation StabilizatioNJaciting Lot Size=0.18 acres=7.841 SF • ` / / :I // h 6202 2ND DR SE Existing House=1,900 SF' / EVERETf.WA 98203 Bldg SFl Lot SF=24.2%' ^zY.... --',------..._ % Legal Description Impervious Area RIDGEWOOD TERRACE DIV.N0.1 Existing Area=2,700 SF' Noe % BLK 000 D-00 LOT 58 Note:mprevious area to remain % unchanged / Parcel Tax I.D.No. % 00784900005800 'approximate / Height Calculations Z Survey not performed. 0 N w NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN u) N O_ IV A