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PLAN 7 FOUNDATION NOTES <br /> PARCEL NO. _ ,. 1.VERIFY ALL DMENSIONS ON SITE. <br /> 00437582701100 I.. awns.?7o me 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL <br /> PAMELA° <br /> 37,0" / PER REM LEVEL SURVEY. • <br /> LEGAL DESCRIPTION F p 3.REFER TO THE FOOWING DDETAILS FOR ADDITIONAL INFORMATION: ? <br /> T EVERETT DIV H PLAT OF HEucALLL PLEB ......_.... .........IrsD-1.1 :'� <br /> BLK 827 D-00-LOTS 118 3 'I Ce ,m B.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED SEPTEMBER 1,5022. <br /> 12 AM3j� FOR ADDITIONAL NFORMATION.SPECFI:ATONS,AND REQUIREMENTS. <br /> 5.LEVEL SURVEY PER RBR REPAIR PLAN DATED MAY 25.2022 REFER TO <br /> . OWNER NAMES STRUCTURAL CALCULATIONS PACKAGE FOP MODIFICATIONS AND ADDITIONAL DECK ADDRESS REQUIREMENTS FOR REPAIR PLAN. <br /> SKINNER JACOB 6.MINIMUM PILE DIAMETER SHALL RE 2.74X.HELIX CONFIGURATIONS PER RAH TO <br /> 3421 Nassau St,Everett,WA MEET LISTED DESIGN STRENGTH WITH APPLCABLE FACTORS OF SAFETY. <br /> AREA OF 98201 7.IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH A 0'-6' <br /> TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED <br /> /z POWER WORK ILO DURING PLE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED _. <br /> y.7\ THE SPACING LMITAT ON OF S.-070,C.MAXIMUM. <br /> \ '- B.AL.SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MN UJ <br /> \ LOT SIZE <br /> 1Y11Cp.�� ♦ol�Ll p(�1.� 6'PAST SUPPORTING PILE EA END. 0} <br /> 0.18(7,841 SOFT) ® ovERAU,PAyQf"KAN 9.AL-SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDA'ION WITH <br /> M:BE,ra T 58'DINAco-SMPSON TITEN HD SCREW ANCHORS NOR APPROVED EQUIVALENT) _L <br /> N'F5. <br /> zP G>:.� 20-• <br /> L.. ATpMA%IMUM SPACNG is"OC.ANCHORS TORE CENTERED ON OR INSTALLED <br /> BUILDING LOT <br /> �— l M,YFDov y 3 2 ABOVE THE CENTER LINE OF THE CHANNEL. (7 3' <br /> /3/ \ COVERAGE o.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT �+ <br /> 27%(1,952 SOFT) Z Z <br /> LOCATIONS ARE B'THICK MINMUM WITH 2'd'HEIGHT)MEASURED FROM BETGTO <br /> iICONC)MIN NUM.FIELD VERIFY EXISTING CONCRETE SLAB'ON-GRADE AT PILE 00 <br /> 1 IMPERVIOUS ATTACHMENT IS a-THICK MINMUM. <br /> uAXPaoLIcOa�ii A COVERAGE SITE PLAN LEGEND •I.PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE. _J <br /> �'7 35%(2,714 SOFT) VROPEHI VLNE ANUHESIDENCELOCAIING OIMENSIONS(WI I ASIENISK.3 <br /> ElEXISTING RESIDENCE STRUCTURE APPROXIMATED PER SNOHOMISH COUNTY NAP AND SEATTLE DEPARTMENT OF <br /> o: CONSTRUCTION AND INSPECTIONS GIN MAPPING TOOLS,NOT TO BE USED FOR <br /> v <br /> EXISTING ADJACENT STRUCTURE LEGAL PURPOSES.•2.SRE FEATURES ANO EXISTING STRUCTURES ON ADJACENT PARCELS NOT //• <br /> 3421 NasSaNSI. _ 1 b d`�� <br /> Nassau Si. — _.._._...___—'�_ �--. SHOWN FOR CLARITY. <br /> Everett.WA 982011 ) F, ' AREA OF PROPOSED WORK •4.ITIES SHAI I HF NS I AI I ED IO A MNMUM FMHFIIMFN I OF S'-0'OR UNTIL <br /> zYro,r 1 * REFUSAL.WHICHEVER IS SHALLOWERrat-roW <br /> J PROPERTY LINE HELICA_PILE REFUSAL CRITERIA: <br /> TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS <br /> LMvn,.xrrr,u ---- APPROXIMATE DIMENSION ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITHA <br /> SAFF I Y FAC ILO/OF NO FSS THAN 1 WO.AHVANLANFN I SHIN I HF FW 1,0 <br /> _ IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br /> • HELICAL PILE <br /> \ <br /> \ ® EXISTING POST <br /> A GAS-I I IN 5 <br /> < —_.- 3421 Nassau St, <br /> PORCH a <br /> li <br /> FRONT i <br /> i Everett,WA 98201 <br /> \ w -•. <br /> /—a'NY•—! 1E'o' ! AB'o'' / S220712-3XR <br /> • NJ <br /> • MRT <br /> • I21.323121,30 oc OW <br /> - _— - — FRLIM SOB 9/1/22 <br /> DRIVEWAY TI4! <br /> ACCESS 0, oM rEc <br /> ina 1l4"=1'-0" <br /> OCAIEPk 33.0C <br /> `I <br /> o.r Melt,P. <br /> ' ..rD,,...,..e P.P..P.� <br /> PILE SPACING 8 LOAD R Y,I0pa ENTB TABLE ' <br /> MAX O.C.SPACING,1t MIN VERTICA_LCAPACITY)spa ' PROOF TESTING LOAD•Yip . - <br /> PAE! PILE TYPE) BTWN END 200Y MIN VERTICAL CAPACITY(MN LOCATION -.Z�R► - <br /> ALLOWABLE <br /> LOADING <br /> PILES OFFSET ULTIMATE CAPACITY) <br /> Al HELICAL 64'UNIT 3'-0'LINO ELSE lb J ILL TYP `"' ' <br /> 02-3 HELICAL BA'UNO 7-E UNO 110 Bp 11 O5H TOP <br /> NIXES. <br /> a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION <br /> TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADNO INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM <br /> INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHELF TS OR ANY PART OF I HE PILE ASSEMBLY MAXIMUM Cp <br /> INSTALLATION TORQUE RATNG OF 8.300FT•LBS FOR A 2718 NCH DIAMETER HELICAL PILE WITH 0.203 NCH SHAFT WALL THICKNESS PER ESR-3T50. R&R LEVEL SURVEY <br /> 8.HELICAL ASSEMBLIES AS MANUFACTURED BY DEAL MANUFACTURING.INC..IN ACCORDANCE WITH ESR-3750. <br /> c.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br /> A.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. A <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. FOUNDATION PLAN v: <br /> 0.9 <br /> III <br /> O_ <br /> N <br /> to <br />