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• <br /> PILE SPACING&LOAD REQUIREMENTS TABLE <br /> JEFFERSON PL MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> • <br /> PILE If PILETYPE 200%MIN VERTICAL CAPACITY LOCATION ,'•••".'•r '�" PROPERTY LINE BTWN PILES END OFFSET ALLOWABLE LOADING •(MIN ULTIMATE CAPACITY) i.' <br /> i — •�•�.�.� 1-2,5 8'-0" 5.0k/PILE 10.0 PORE GARAGE :� ..-,'S <br /> _4 8'-0" 7.0k/PILE 14.0k/PILE GARAGE <br /> I I 8-7 HELICALT,-0„ PE0.PLAN 11.0 k/PILE 22.0 k/PILE EXTERIOR <br /> I I 8-0 8'-0` 10.0 k/PILE 20.0 k/PILE GARAGE <br /> I I Nores: <br /> I '4I MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> I b I CAPACITY LOADEIG.INCLUDING A SAFETY FACTOR NO LESS THAN 2,THE MAXMUM INSTALLATION TORQUE SHALL NOT <br /> N EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> S I INSTALLATION TORQUE RATING OF 8,300FT'LBS FORA 2-1/0 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL <br /> TTHICKNESS PER EGR-3150. <br /> I A.FOR HELICAL PILES,PER IDEAL GROUP DWG NO..218TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 T/B' <br /> Pa <br /> TO <br /> 30 <br /> I 6'-O'�Y I C.HELICAL ASSENT IA MMANUFACTUREDB DEP MANUFACTURING.INC..N ACCORDANCE WITH ESR-3T50, • <br /> j I 0.PRE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART W <br /> —-- — 28 U.. ., I I OF THE ASBEMBLV. <br /> t+ — —--- J ;-� e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PUN <br /> F x I FOUNDATION NOTES I-Z' <br /> 62 I 4,AIN 1.YTRFYALLDMFNSSOIS SITE. ,n 'IN <br /> o`a lJ F <br /> I I 1.RIFCTT ON0 NSOSNS NE TO MONDE FACE OF CONCRETE STEM WN1 PER MR LEVEL SURVEY. W <br /> 14 ONE--4' I I REFER TO THE FOLOWNG OVALS FOR ADDITION.NEoRMATON Z Li <br /> (E)CHIMNEY L._� HELICAL PRE_.._.....................1rsDa.1 O O <br /> RESIDENCE <br /> ! 4.REFER TO 51R000AL/L CALCULATIONS PACKAGE DATED AUGUSTNTH,NOFOR ADOPT.,INFORMATION.SPECIFMATIONS,AND REQUIREMENTS. .J <br /> 501.1I 5.LEVEL SURVEY PER MR REPAIR PLAN DATED AUGUST 25m,2023.REFER TO SIM/CENRAL CALCMUTAJNS PACKAGE FOR M001FICATIONSAND <br /> I A Sr20 I ADDITIONAL REQUOM ENIS FOR REPAIRPVN. <br /> I.MNNUMPLEDNMETER SHALL BE Kt.. <br /> 9 j 1.RBACCEPTABLE ICI NSTNLPLES AT MESPACWGSHOWH MMx P4'TREPM'CE TO ALLOW FOR UNFIIPECiEOOBSikIKIX)NS ENCWHIERED O'/`� I <br /> I I NANG PILE NST.LLLATION PROPOSED THAT NO MOMYCE DSPANS EXCEED THE SPACING LMITATON M NOFATED ON LEVEL SURVEY •r_ <br /> j (E)GARAGE I A.FREWFEO.HI SUPPLEAENTAL CHANNELS TO SPAN FROM ME TO FILE ANDEATEXD MINN PAST$UPPCRTNG PIEUEND. <br /> `. <br /> 8 9 IF REQUIRED,ALL SUPPLEMENTAL CWWNELSTDBEANCxOREp TO THE FOINWTOSN WITH SB'DINA.SMPSONTREH HD SCREW ANCHORS TOR <br /> I N mom <br /> :'.�� I APPROVED EQUIVALENT)AT A...UM SPACING TIOC TWAIN A.EMBED VICTORS TO BE CENTERED ON CR INSTALLED ABOVE THE CENTER LNE OF <br /> j 44'0" ' I.11 I MEC NNE <br /> j10,FELDVERFY ALL EXBTND STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOGIKNS ARE F THIO(MINMUM WITH TA'HEIGHT MEASURED <br /> 11111111 _ FROM L0I VI0E <br /> OTCO IMWM M. <br /> I _— 11,PARCEL DEENSITNS PROD DY CITY OF BEATTLE.NOT TO SCALE PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK') <br /> • S'-O"L APPROXIMATED PERROSCR BH COUNTY MAP AND SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TORE <br /> USED FMILEGAL WRPOSES 12.51E FEATUESANOEXBTNG STRUCTURES ON ADAACENTPMCELS NOT MOWN FOR CLARDY. - <br /> I 13.PLES SHALL BE FISTALLED IC A MINIMUM EMBEDMENT OFS-0'(UNO PER GEOIECHNEAL REPORT). <br /> mljl .IS HELICALPLEREEUSV.CRITERIA <br /> I'• 41Ir TOROJNG OF THE PLE BHALL CONTINUE UNIT ANYMRNAE PRESSURE LSACHEVEO TO PROPOSE TIE SPECFEDMNMUM VERTICAL WAVY,'WM <br /> IO A SAFETY FACTCRO AP LESS THAN IWO.ADVANCEMEN SHALL BE H TED IMMEOLATELY F DIE O RuCTLIREBEWHS TO EXPERIENCE UP FTfLEXURE <br /> j jai. <br /> I i 2118 JEFFERSON PL <br /> EVERETT <br /> WA 98203 I (E)RETAINING WALL I <br /> I I <br /> j I S S230503-2XR <br /> j j $ <br /> j I LOCATE PILE 186 e0C MAX WW- LOCATE PILE 8 JT <br /> WITHIN 3'0" WITHIN J,Q <br /> I FROM CORNER FROM CORNER MRT <br /> 24 I el. I SITE PLAN LEGEND 08/29/2023 <br /> MAX W, <br /> CBs8.02 CWANNE N ->— <br /> I 0 EXISTING RESIDENCE STRUCTURE <br /> EXISTING ADJACENT STRUCTURE L3)PR EN O R D-� MAX ,. "T � <br /> I - W,C8012CH EL �.�„ IIII(Illlr, <br /> j j -1 AREA OF PROPOSED WORK - ,, i. <br /> j PARCEL NO. , <br /> .5123..0102 PROPERTY LINE - <br /> • <br /> GALDESCBIPTKKI I ---- APPROXIMATE DIMENSION N <br /> IVARDS PLAT BLK OW 0.02 I ' <br /> 30FT LOT 28E SOFT LOT <br /> OWNER NAMES ADDRESS I 4 HELICAL PILE • ` —,—...4 <br /> • <br /> I REITZSUSAN 8 DENNIS I <br /> 2118 JEFFERSON PL j C6x8.2 CHANNEL �•T""�� <br /> • <br /> I E'VERETT.WA 96203 <br /> I I <br /> —'—'—' I R&R LEVEL SURVEY <br /> See Structural Calculation Package for Additional Requirements z <br /> 4 <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. w N <br /> SITE PLAN <br /> II <br /> fV <br /> O <br />