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Project Description FOUNDATION NOTES 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8' PILE SPACING&LOAD REQUIREMENTS TABLE
<br /> _ THICK MINIMUM WITH 2-8'HEIGHT(MEASURED FROM BIFTG TO T/CONC)MINIMUM. •••g,iHu.p...
<br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips :�s,-s,h,,
<br /> Foundation Stabilization/Jacking 1, VERIFY ALL DIMENSIONS ON SITE. 11.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TOSCALE.PROPERTY LINE AND o- f^ <"�;
<br /> RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,•)APPROXIMATED PER SNOHOMISH COUNTY PILE# PILE TYPE BTWN PILES END OFFSET ALLOWABLE LOADING 200%MIN VERTICAL CAPACITY LOCATION -'' 4 4,J, �.
<br /> 1503 VIRGINIA AVE 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL (MIN ULTIMATE CAPACITY) e,_
<br /> EVERETT,WA 98201 SURVEY. GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. p , i ZT'
<br /> - 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. TYP CONCENTRIC 8'-0" PER PLAN 16.0 k/PILE 32.0 k/PILE TYP EXTERIOR, /.�s, E
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<br /> CONCENTRIC PILES.......................................1/SD-1.1
<br /> 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL WHICHEVER IS NOTES: '•••••'
<br /> Legal Description 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED APRIL 24TH,2021,FOR ADDITIONAL SHALLOWER. a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> SEC 17 TWP 29 RGE 05-BEG NE COR INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> REMINGTONS 1ST EV TH W 476.40 FT TO 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JULY 25TH,2020.REFER TO STRUCTURAL DRIVEN PILE REFUSAL CRITERIA: CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> ADVANCEMENT OF THE PILE SHALL CONTINUE UNTILA WORKING PRESSURE IS ACHIEVED TO EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> CTR VIRGINIA AVE TH N 150.72 FT TO TPB CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN THICKNESS PER ESR-3750.
<br /> TH E 172 FT TH N 50.7 FT TO C/L 15TH ST 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH*0'-6'TOLERANCE TO ALLOW TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8"
<br /> PROD E TH W 172 FT ALG CIL SD ST FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO UPLIFT FLEXURE. TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS.
<br /> c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750.
<br /> PROD TH S 50.7 FTTO POB LESS W TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> DEEDED 40 FT THOF&LESS E DEEDED 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST OF THE ASSEMBLY. -
<br /> SUPPORTING PILE EA END. e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.
<br /> 12 FT THOF FOR STREETS 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH W
<br /> 5/8'DIAM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM o z
<br /> Parcel Tax I.D.No. SPACING 12'0C W/MIN 4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE 6i
<br /> CENTER LINE OF THE CHANNEL. Z 0
<br /> 29051700300400 - W .6
<br /> I (3W
<br /> Height Calculations I I ZW
<br /> Survey not performed. I O Z p W
<br /> Lot Coverage by Building I 15TH ST -...II
<br /> Lot Size=6,098 SF ` - � o - ��- - - - - -O. - E- E o�.4E o1,�E M N.
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<br /> Existing House=1020 SF* I a
<br /> Bldg SF/Lot SF=16.7%*
<br /> Impervious
<br /> area to Area -g _•-•-•- - -•-•-•-• - - � - -- PROP......--RTY E 1
<br /> Note: mp o 120'-0°• I
<br /> remain unchanged A
<br /> g*i PARCEL NO.
<br /> / 29051700300400*approximate I I i • • • • • • • LEGAL DESCRIPTION I 1 1 i0N';
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<br /> (E)$".CON'CRETE STEM WALL - SEC 17 TWP 29 RGE 05-BEG NE COR I
<br /> f 4.-0R TALL MIN -. , . _ REMINGTONS 1ST EV TH W 476.40 FT TO CTR
<br /> I cD TYP.AT PERIMETER _ _ co
<br /> i NOTIFY L120 PRIOR TO WORK IF � VIRGINIA AVE TH N 150.72 FT TO TPB THE 172 FT 1
<br /> N cV THN50.7 FT TO C/L 15TH ST PROD E TH W 172 FT
<br /> 1 w CONCRETE WALL AT PILE LOCATIONS- LOCATEPILE WITHIN- w ALG C/L SD ST PROD TH S 50.7 FTTO POB LESS I 1
<br /> I$LESS THAN 4=0"TALL. -4 0 FROM GORNER W DEEDED 40 FT THOF&LESS E DEEDED 12 FT
<br /> $ I I ,. _. • . •- THOF FOR STREETS I f.
<br /> ( )SLlOER OWNER NAME&ADDRESS I 1
<br /> 1 m - KUFELDT SARA E
<br /> _' 1503 VIRGINIA AVE
<br /> 20'0" `-,I`-I. ' 35-0" /� - . I /\ 63'-0 EVERETT,WA 98201 ._,r g`:tea 1
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<br /> i ''s I 1503 VIRGINIA AVE
<br /> �, P21MFR'IIP. i0 LOCATE PILE WITHIN IO i
<br /> € a : ACCESS r 1'-0"OF DOOR OPENING 4 1 c I A s;/ 1 EVERETT,WA
<br /> LU wj / , / / / / / / / / r ,'IM , v_i . / -- - -,,,E"-s w q .1 / m 98201
<br /> Q -� (E)WOOD BEAMS TO REMAIN a-"n,P -u+�._sp- q m
<br /> Q �I �Ic5'-011� LOCATIONS SHOWN ARE 1 iZ "
<br /> i a-.....-WEA- S200817-5
<br /> Z g 02 APPROXIMATE P +-•e.,.n-:Ewe"-�wE.-
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<br /> I 1 I LOCATE PILE WITHIN N S I I MRT
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<br /> mow" -`R�w" RESIDENCE I
<br /> a 1503 VIRGINIA AVE - --
<br /> I I EVERETT,WA 98201 I F
<br /> SITE PLAN LEGEND 4" 25'-0" 30'-0"
<br /> Ei EXISTING RESIDENCE STRUCTURE I I 3 2 © I I
<br /> D-1.1 -1.1 CZIF 4?W I n
<br /> EXISTING ADJACENT STRUCTURE C0 NE 8"CONCRETE STEM WALL
<br /> __ W/3'-0"WIDE STRIP FTG
<br /> --- I PER 2ISD1.1 _120'•O"' �
<br /> AREAOF PROPOSED WORK - -•-•- - -•-•-•-•-•- - - - - - - - - - - - - - -•-•-• -•-•-•-•-•-•-•-•-•---•-.-.-.-.-.-.-.-.---.---.-.---.
<br /> PROPERTY LINE I
<br /> * PROPERTY LINE
<br /> ilkAPPROXIMATE DIMENSION I N
<br /> 1 I
<br /> <} CONCENTRIC PILE 1
<br /> ® 6x6 ADJ.POST BASE W/PAD I
<br /> (E)STRUCTURE I
<br /> 1505 VIRGINIA AVE 1
<br /> :v.: EXISTING POST = EVERETT,WA sa2o1
<br /> i II CITY OF EVERETT I z
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<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. REVIEWED FOR PET LAN
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