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D 8T 8W 'MD '.4. <br /> PILE SPACING 8 LOAD REQUIREMENTS TABLE <br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> PRE*PILE TYPE BTWN PILES END OFFSET ALLOWABLE LOADING 200%MIN VERTICAL CAPACITY LOCATION <br /> (MIN ULTIMATE CAPACITY) <br /> 1,7 7-0" 11.0 k/PILE 22.0 k/PILE EXTERIOR <br /> 2S PER PLAN 16.0 k/PILE 32.0 k/PILE CHIMNEY • <br /> HELICAL PER PLAN <br /> PROPERTY LINE 3.4 PER PLAN_ 18,0 k/PILE 36.0 k/PILE CHIMNEY <br /> 1 <br /> I <br /> —•—•�•�•�•�•�.—.—.—._.—.—•—• 75-0" •�•�•�•—•—•—•—•—•—•�--•—•—•—I 6 7'-0" 7.0k/PILE 14.0k/PILE INTERIOR <br /> NDTEs: <br /> N� 1 I <br /> A a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> MANUFACTURER.THE MINIMUM NSTALLAI1ON TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING W <br /> CAPACITY LOADING.BLE GASAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATIONF TORWE5lWlNOT <br /> ' 1 I EXCEED THE ALLOWABLETORSIONAL F8.CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY_MAXIMUMQ <br /> INSTALLATION TORQUE RATING OF 8.30UFT'LES FOR A2-7IB INCH DIAMETER HELICAL PILE WITH 0.203 NCH SHAFT WALL F <br /> THICKNESS PER ESR-3750. 7 <br /> AL I O.FOR HELICAL PILES.PER IDEAL GROUP DWG NO_2781TO THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 VW H LLl <br /> TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. <br /> IH I c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC.,N ACCORDANCE WITH ESR-3T50. <br /> E.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FDR ANY PART <br /> A. I OF THE ASSEMBLY. Z W <br /> a.MAXIMUM ON.CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. Z <br /> 1 J <br /> j ,t 23-6" t 00 1 FOUNDATION NOTES /� <br /> r <br /> I 2.;OW,.[ION OFENSDNS ARE TO OORDE FACE OF CONCRETE STEM WALL PER RM LEVEL SURVEY `) <br /> 2 j 3,REFER TOTE FOLLOWNG DETAILS FOR AODPIONN INFORAIIN. <br /> 3 HELICAL PLE ....1SD1,1 <br /> I I F.REFER TO STRJCTURLLGLCMABONS PACKAGE DATED JULY 13M.2D23,FOR ADDITIONAL NFORMATIN,SPECIFICATIONS.AND REQUIREMENTS <br /> I I <br /> 'A I 5.LEVEL SURVEY PER MR REPAIR PLAN DATED APRIL II/H.2023_REFER 10 SIRUCOURALCLCMAFIONSPACIMGE FOR MODIFICATIONS AND <br /> AD0810 WL RE W REMEMS FOR REAR RAN <br /> 1 I 6.MINIMUM PILE DIMBTCRSMNL BE2.7M'. <br /> RESDENCE I 7 II ISACCEPTASLE TO NSTAII PLES AT DIE SPACNG SIIWRI WITH z 04'TOLERNJCETONIOW FOR UNEXPECTED OBSTRUCTKINS ENCOUNTERED <br /> I 073RD ST Et. E)CHIMNEY (E)GARAGE WRAC PLEINSTNIATCN PROVIDED THAT NO IMO VAUNT SPANS EXCEED DESPACIJ6 LIMITATION AS NDICATED ON LEVEL SURVEY. - <br /> jEVERETT GA 9a277 I I.FIELD YERFY ALL EXISTED STEM WO/LSAT/ND BETWEEN NLEATTACHMEMLOOATXXLSAREr THD(MNNUM WITH 2B HEIGHT MEASURED FROM <br /> jI EFTS TO'LONG)RHEUM <br /> S V.PARCEL AND RESIENCELOCATNG DMENSIONSOYIMASIERISX1APPROXRUTEO PER SNOIDMBN COUNTY MAP.NOT TO BE USED FOR LEGAL <br /> Iz PURPOSES <br /> jI• q1 10_SITE FEATURES AND USING STRUCTURES ON ADAYENT PARCELS NOT SHOWN FOR CLARITY. <br /> j !1 re re 11.PILES SHALL BE NSTALLED TO AMNNUM EMBEDMENT OF F.D(UNO PER GEOTECHNEAL REPORT). <br /> 1L. } ` 1a HELICHL PILE REFUSYCRRERW <br /> T 5'-O IIMIIINIII 56,-O" j TORQUING OE THE PLE SHALL CONTINUE UNTL AHYDRAULC PRESSURE IS ACHIEVED TO PROVIDE THE SPECFED MNMUM VERTICAL CAPACl1YWITH 216 73RD ST SW <br /> A SAFETY FACTOR OF NO LESS THAN TWO.AJNANCENENTSHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGNS TOEXPERENCE UPLIFT FLEIOME EVERETT <br /> 1 1 <br /> j (E1 DECK j WA 98203 <br /> 1 1 ___.___. . S230503-1XR <br /> a.,A JT <br /> j j ss3wNk«ar 7 A W.�A ,I <br /> Iz 43' Atte,, MITT <br /> 1 I 4 .n.,(IF3 y ! <br /> 1 I t07113120� <br /> j I 4., 31 PIlES @ <br /> j j T-0' MAX <br /> q SITE PLAN LEGEND GMNp .I` ��ss"I'A .4 <br /> I Y I + LOCAT MILE UNDER <br /> 1 j] EXISTING RESIDENCE STRUCTURE I A,Jye ECHIMNEY FIG AT 'F <br /> i j liET CHIMNEY.STRIP FTG <br /> PARCEL NO. EXISTING ADJACENT STRUCTURE 3� P 5 j CORNER "' <br /> WA5320000110D I -- --------- <br /> Hu•ca PLEGALDESCRIPION AREA OF PROPOSED WORK I ��& .I ....,EmmyAM , <br /> GARDNER MANOR BLK 000 -. '• UI <br /> DND-LOT n PROPERTY LINE j LOCATE PILES 1 1r I PYaTI I c"" <br /> 1 WITHIN 2'0'OF 235 <br /> I OWNER NAME A ADDRESS WITHIN 3P0"E <br /> 1 z21673RD ST SW ---- APPROXIMATE DIMENSION j CHIMNEY SIDES FROM CORNER <br /> 1 EVEREIT WA BROOD ¢ HELICAL PILE I <br /> 1 I <br /> j j R&R LEVEL SURVEY <br /> i E j See Structural Calculation Pee/cede for Additional Requirements <br /> 7E ' <br /> 1%1N <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN F=W <br /> N <br /> O_ <br /> N <br /> W <br />