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PILE SPACING&LOAD REQUIREMENTS TABLE <br /> I I , MAX O.C.SPACING,N MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,Mps "' <br /> I I N� IPILES PILE TYPE 200%MIN VERNAL CAPACITY LOCATION :L-A <br /> I ♦ ET PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) <br /> 1 I I A/'//�,�_\ TYP I HELICAL VD. PER PLAN 14.0 WPILE 28.0 WPILE EXTERIOR. <br /> I ' /AOTEs: <br /> a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> I I MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXNUM INSTALLATION TORQUE SMALL NOT <br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> INSTALLATION TORQUE RATING OF R.300FT'LBS FOR A 2-)/B NCH DIAMETER HELICAL PILE WITH 0,203 INCH SHAFT WALL <br /> I I Project Description THICKNESS PER ESR.3750. <br /> Foundation StabikzabonlJackin b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.'.278TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2)/B' <br /> 1 PARCEL r10 I 9 TRUIORCE UNDERPINNING BRACKET IS DMITED TO 30 KPS. <br /> 00181200000:00 1007 49TH PL SW H.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC..IN ACCORDANCE WITH ESR-3750. <br /> I d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED SY THE MANUFACTURER FOR ANY PART <br /> LEGAL DEBQRPIION EVERETT,WA 98203 OF THE ASSEMBLY. t,' <br /> GLENHAVEN HEIGHTS NO.2 BLK O00 <br /> I e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. U.I <br /> 000 LOTS <br /> I Legal Description <br /> OWNER NAME&A000E35 q i GLENHAVEN HEIGHTS NO.2 BLK 000 D-00 FOUNDATION NOTES D.z R <br /> GALLAGHER MARE LOT5 1.WRIT ALL DIMENSIONS ON SITE. �. a <br /> 00)A9 XP SW I 2-FOUNDATION DMENSO RA NS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PERRIEVELSURVEY 1EVERETT.WA S8203 DEn <br /> I Parcel Tax I.D.No. 3-REFER To THE FOLLOWING IMS FORAairpAL NFORMTO , <br /> N V W <br /> HELICAL PEE.___.1661.1 W <br /> 1 I OO7S1200000500 A.REFER TO STRUCTURALCALCLLATONSPAONGE DATED SEPTEMBER 2ND.2022.FWADORONAL INFORMATION,SPECIFCATONS ZO <br /> AND REQUIREMENTS 0 <br /> I1 Height Calculations S.LEVEL SURVEY PER MRREPARPLAN DATEDJULYTTH.2022 REFER TOSTRUCMTKGLCMACOSSPACKAGE FOR MODIFICATIONS <br /> Survey not performed, NO WORMY.REQUIREMENTS FOR REPAIR PLAN <br /> 6.MNNUM ALEDN.ETER SHALLBE2-NY. <br /> 1i =i Lot Coverage by Building T ITAACCEPTA&E TO ASTAUPKESAT THE SPACING SHOWN WMIx OS TOLERANCE TOP/LOW PM UNEXPECTED OBSTRUCTIONS <br /> 4I2 Lot Size=0.18 acres=7,840 SF ENCOUNTERED DURYIS PILE INSTALLATONPROYEE0 THAT NO MO ADJACENT SPARS EXCEED THE SPACING MATADOR'S INDICATED /� <br /> •IL- AREA OF WORK �'.�� Existing House=1,890 SF e.IF HEMMED.ALL SUPPLEMENTAL CHARNELS TO SPIN FROM PILE TOPLE MOEXIENOMN CASSESUPPORTNG PILE EA EAU. -��`� <br /> i m ' Bldg SF I Lot SF=24.1 AI0' B.F REARED.ALL SUPPLEMENTAL CHANNELS TOSE ANCHORED TO THE FOUNDATON WITH Sr DNA.SMPSONTITEN HOSUEW . <br /> SSXSXI ANCHORS(OR APPROVED EOUNALENT AT A MAMMUA SPACING TTOC W MAP EMBED.ANCHORS TORE CENTERED ON OR INSTALLED <br /> -• I i Impervious Area MOVE THE CENTER LINE OF THE CHANNEL_ <br /> Existing Area=3,210 Sr SO.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE W THICK MINIMUM WITH 28'HEOHT <br /> 2'- • Note:Impervious area to remain unchanged (MEASURED FROM BATS TO T�CONC)MNMJM <br /> 6'-0" 1 it.PARCEL DIVERSIONS NOT TO N A F PROPERTY LNEAIARESIDENCE LOCATNG OAIENSIONS(WON ASTERISK.)APPROXILMTED PER <br /> I'--17'-0" •/� "S 11'0'---- 'T}6'•0"-4'1 SNOHDMGH caxn c.v.NOT TO BE USED FOR LEGAL PURPOSES. <br /> I } 7 1 •approximate 1 4 I2SITEEA ORES MDEXIS NGSTRc NSOS ADMLEx PA4CE SHOT BHORMFO GAMY. <br /> 1 SPIES Swu BE NSiAL ET TO AMNMUM EMBED ExT6SPI WO PERG O EC W CA REPORH <br /> 1 I <br /> I <br /> HELXsv.PLE REFUSAL CNTERN <br /> TORQUING OFTNE PIlESMLL CONTWUCUETLAIIYOMULO PRESSURE BACHEVEDTO PROVIDE PIE SPECIFIED MINIMUM VERTICAL <br /> I CMACITY WTR ASMETY FACTOR OF NO LESS TWIN TWO,ADVANCEMENT 51MLL BE HALTED IMMEDNTELY IF THE STRUCTURE BEGNS <br /> 1 i TO EXPERENCE UPLFT FLEXURE. <br /> 1 RESIDENCE <br /> PI-SA. NSTALLATOMEXCAVATON NOTE <br /> I EVERETT.WA 5P201 . Al REWNEO HOLES FOR FILEYGTAUATION SHALL BEDUG BY HAM,SHALLNOI EXCEED/82P,ANDRUSTSEIN ACCORDANCEWIIH <br /> THE SFATTL£GWNNGc00E LONTRACTIXt TO ENSURE THAT PROIECTSTRULTURE AND ADJACENT ROPERIffs MDSTPUCTIAIFS 1007 49TH PL SW <br /> I - I ARE MOT',ACTED BY'ME NSTALIATN OF RES. EVERETT <br /> I o —I I WA 98203 <br /> I ___Ic• <�� I SITE PLAN LEGEND 5220725 iXR <br /> r� T 6' ,� I 0 EXISTING RESIDENCE STRUCTURE <br /> JT <br /> EXISTING ADJACENT STRUCTURE D <br /> ITD+ Pre MITT <br /> I I <br /> AREA OF PROPOSED WORK 'I'e D 1.4 -sre of <br /> 1 I 09102/2022 <br /> 1 } II / PROPERTY LINE - TWIRLEsa I•c.c.. <br /> 20'-0„ 0„ ;/ .NA <br /> 1 ---- APPROXIMATE DIMENSION .Iro .W,,,,, . - <br /> ( �. <br /> Ate.. <br /> 4 • I e '.--.. <br /> I m a : <br /> N I I 1S' .vA 14.5. ,,. N <br /> I II,LAAA RR}} <br /> 1 I _I: <br /> ,_,_._._._. 6D' ,_._. I I <br /> PROPER'Y LINE ?• —'_'I - <br /> 20. <br /> 49TH PL SW I1 R&R LEVEL SURVEY <br /> — — "'—"""—`'—""•—`^`—kw•—•�—...1...—...—„r— ...—.•.•—..., See Structural Calculation Package for Additional Re•uiremenls _ Z <br /> J <br /> CV <br /> EL N <br /> W <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN N <br /> ro <br /> O_ <br /> NJ <br /> 0 <br />