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FOUNDATION NOTES Praia.Dsecrinllo0 PILE SPACING&LOAD RFOUIRFMENTS TABLE
<br /> F514 SEAn SladlkeaPNJecking _
<br /> I REFLEX ALL DIMENSIONS ON SITE 10 FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE B' 4514 SEAHURST MAX O,C.SPACING,R MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kip
<br /> EVERETT,WA
<br /> 2 FOUNDATION OFMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER UN LEVEL THICK MINIMUM WITH 2-0'HEFGM(MEASURED FROM WIG TO TOONC)MNIMIIM. PILE MU TYPE 200%MIN VERTICAL CAPACITY LOCATION
<br /> LOWS PILES END OFFSET ALLOWABLE LOADINGS •
<br /> •$'
<br /> 3 REFER TO THE FOLLOWINGOETPLS FCR ADDITIONAL INFORMATION:VEY 11.RESIDENCE AN1XLCATIPARCEL NNDIMENIONS(WITDED BY OTHRSECAISK. APPSH COUNTY ROXIMATED
<br /> MATED PER SNOHOMSH COUMTY MAPLE HEIGHTS
<br /> EIGHT BLK 010 03-IN LOT 5
<br /> LOT
<br /> MOST SLY 1-10 HELICAL PER PLAN PER PLAN 16.0 k/PILE TOSCALE.PROPERTY LINE AND (MIN PILE
<br /> TYP EXTERIOR A-:9•A.,y.!"�.'?.
<br /> ...... I.1 COR 1-2 CONCENTRIC PER PLAN N/A 22.0k/PILE 44.0 k/ILE CHIMNEY
<br /> RMEM
<br /> 0 AIC
<br /> A REFERTO 05UCNR4E PILES CALCULATIONS 8961 12SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. N34"5322E 169.47F1 TAP ON NELYLN SD LOT TH S55.063BE
<br /> AS DATED NOVEMBER 20TN,2120,FOR ADDTIOA,L 14.RLES SHALL BE IN9TALLEDTOAMINIMUM EMBEDMENT CA6'-0'OR UNTIL REFUSAL,WHICHEVER IS 100FT TO ELY LN 3D LOT TH 9179923W 188.97FT TPB NOTES.
<br /> INFORMATION,SPECIFICATIONS,AND REQUIREMENTS, SHALLOWER. a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> 5,LEVEL SURVEY PER RSR REPAIR PLAN DATED JULY 24TH.20200.REFER TO STRUCTURAL Parcel Tax l,D.NO. MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> 00506700000603 CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> CALCULATIONS PAC(AGEFOR MODIFICATIONS AND ADDITIONAL REWIREAEMBFOR REPAIR PLAN. NEI CAI PILEREFV9,11 CPoTERS; EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> 6.MINIMUM PILE DIAMETER SHALL BE 27R'. TORQUING OF TIE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE ltalaM CalaWallons INSTALLATION TORQUE RATING OF 11,300FT'L89 FORA 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> ].IT S ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH a VE'TOLERANCE TO ALLOW TIE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO Survey not performed. THICKNESS PER ESR-3750.
<br /> FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED TINT NO ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT S.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27I8"
<br /> TWO ADJACEM SPANS EXCEEDTWE SPACING UMITATION AS INDICATED ON LEVEL SUR✓EY. FLEXURE. LIR Coverage DV Building TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS.
<br /> Lot Ste•0,46 acres•20,038 SF c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750.
<br /> S IF REWIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PRETO PILE AND EXTEND MN 6'PAST ExIPIIn9 Mouse•2,868 SF' O.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED OTTER MANUFACTURER FOR ANY PART
<br /> SUPPORTING PILE EA END. PREEN PILE REFUSAL CRITERIA' Bldg SF I Lot SF•14.3%' OF THE ASSEMBLY.
<br /> 9.IF REWIRED,ALL SUPPLEMENTAL CHANNELS TORE ANCHORED TO THE FOUNDATION WITH ADVANCEMENT OFTFEPILE SHSLLCORHNUE UNTIL A WORKING PRESSURE IS ACHIEVED TO e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W
<br /> SIM DAM.SIMPSONTTTEN HD SCREW ANCHORS(OR APPROVED EQUIVALENO AT A MAXIMUM PROJIDE THE SPECFIEDMIMMIM VERTICALCAPACNY WITH A SAFETY FACTOR OF NO LESS THAN ImpeNION.Areq CI
<br /> SPACING 120CWI MIN 4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE TWO,ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE ImpreVIOUS I.R.to RI,RRIR Unchanged 7z
<br /> CENTER CANE OFTIECHANNEL UPLIFT FLEXURE. 'BPPmOlmata I—'.W
<br /> ► SITE PLAN LEGEND Z W'Ur.
<br /> 1. �Ug EXISTING RESIDENCE STRUCTURE 0 O
<br /> PARCEL NO, iBi'-D^e�••�^�•�_
<br /> OD506]W000603 J
<br /> EXISTING ADJACENT STRUCTURE
<br /> MAPLEPLE DESCRIPTION _
<br /> HEIGHTS BLK W00-03-PTA
<br /> LOT 5 DAF BEG MOST SLY COR BD �•�.�,� AREA OF PROPOSED WORK
<br /> LOTTH N55.08 38W ALG SWLY LN LOT '- •
<br /> -
<br /> 149.4]FTTHN34.5322E 159A7FT TM •
<br /> •
<br /> ONCFTNELYLN SD NOT LOT
<br /> 5371E PROPERTY LINE ',��
<br /> 100Fi TO ELY LN SD LOTTH Si]'39
<br /> 23W 168.9TFTTPB I .
<br /> ---- APPROXIMATE DIMENSION
<br /> OWNER NAME lL ADDRESS I
<br /> i ABOLAFYA SUSAN
<br /> 5148EAHURST I
<br /> ii , EVERETT,WA B8203 i
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<br /> -�F ^,,.4. (El GARAGE-. 4514 SEAHURST
<br /> El I I EVERETT,WA
<br /> I I 98203
<br /> "'1�\\ RESIDENCE
<br /> I \ 4514 SEAHURST 19 il
<br /> I 1; ' EVERETT,WA S8203 4I CENTER PILE ON FLAW. CENTER PILE ON FULL S200831-1
<br /> ^, WALL SEGMENT H'7 Wpl,t SEGMENT
<br /> HT WALL
<br /> ATE PILE
<br /> �k4 D h lio,/• WITHIN TO' zr
<br /> I --"' 2 4 6 7 6 FROM CORNER
<br /> I Sr52'
<br /> i �..,,,-- , , I..�. ...:— ,.I MRT
<br /> I 4 11 It I 3/e •T IFS Tire 1 'I 3F4,9
<br /> `‘2 k--20'-0" 'I°—a-o"—k—a-o"�-+ f 11no12
<br /> I So LOCATE PILE I
<br /> I � I WITHIN LOCATE PILE WITHIN 1'-0' ;,1
<br /> a♦- { FROM CORNER FROM DOORAVINDOW
<br /> if 1
<br /> 92'-0" 40'-0" * i6'-0 +I`--11'-7" OPENING (3)PILES
<br /> I (E)POP.CH I in
<br /> D'oc MAX
<br /> 1 A
<br /> t, LOCATE
<br /> CH"Pr+EV Ferro UNDER i
<br /> 1 1
<br /> 1
<br /> j _....e- ' 0 3.re 1
<br /> I f __ _
<br /> €F ___ �' 35.5'
<br /> Id 18T.4". --— _ n I '3
<br /> I I �.—^——.PROPERTYLINE I
<br /> —_—__ :I"Helical Pile
<br /> _ • N 16.5'
<br /> ,�.�•'"— RBR LEVEL SURVEY Z N
<br /> Sae SW brel Cel ktio Pe kegs o Additional Requirements 5
<br /> i.-----'----- d L^
<br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN LU
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