518 51ST ST SW 2023-06-23 - Laserfiche WebLink

p. iPILE SPACINGS LOADREOUIRMEXTSTPSE SITE PLAN NOTES ' W . WYOC YALIMO.X MXYFXIICALGAPAC(7V Op. PROOF TESTING AIPF I VERIFY ALL 0MENSCNSON SITE PILES IOW END MAWS VERTICAL CAPACITY d a92 TYPE ALLOWABLE LOADING LOCATION2 FOUNDATION DIMENSIONS ARE TO WfEIDE FACE OF CONCRETE STEM WALL PERM LEVEL SURVEY, PILES OFFSET DAIM ULTIMATECAPACfTYH w'-p 3 REFER TO TIE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION. • 0.gw �• I' 2 9Z0 T'a. HELICAL B'OM10 SD'LINO 15000 '1.0 op LIP HELIGLPREB. .....SOC-al l T16 HELICAL PERPWI FERRAN ........... UU 350K0 30D ap CHRNET 4.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED DECEMBER 9,2020.FOR ADDTONAL INFORMATION,SPECIFICATIONS. ti Z ,.., O3O �, E.B HELICAL PER PLAN PERRON 160W 3SA0p CHtOET AND REQUIREMENTS LC�3�O n '�'' I NOTES 5.LEVEL SURVEY PERRSR REPAIR RAN DATED SEPTEMBER 30,2Y2.REFER TO STRUCTUALCALWLATONSPAGAGEFOR OHO C' '� e.MINIMJMAN)MWAUMIN9TAWTONTONWEFOR IELIGLA95EMBUESJWLBE SPFSIFlEDBYTHE PILE MODIFICATIONS AND AD01T0NAL REQUIREMENTS FOR REPAIR PUN. MANUFACTURER.THE M NI MUM INSTALLATION TORQUE SHALL BE HIGH O MAXIMUM TO ACHIEVE THE T000UREQUIRED BEARING MN 00.0-.5 CAPACITY LOADING.INCLUDING A SAFETY FACTOR NJ LESS THAN 2 THE MAXIMR3 INSTALUTONTOROUE SHALL NOT 6.MINIMUM PILE DIAMETER SHALL BE 2T,S'. XVW.O-.E�S3lld LE) r• - EXCEED THE ALLOWABLE TORSIONAL CAPACITY CP THE PILE SHAFTS OR ANY PARE OF TIE FILE ASSEMBLY.MAAMUM T.IT IS ACCEPTABLE TO INSTALLPILES AT THE SPACING SHOWN WITH 0 D3'TOLERANCE TO ALLOW FOR UNEXPECTED INSTALLATION TORQUE RATING OF 8.300FPLES FORA 2-MINCH DIAMETER HELICAL PILE CORN 0203INCH SHAFT WALL OBSTRUCTIONS ENCOUNTERED(WRING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED TIE SPACING x Jr y y THICKIESS PERESR3T50. LIMITATION AS INDICATED CPI LEVEL SURVEY. 1 I I I 1 n E.FOR HELICAL PILES,PER IDEAL GROUP DWG NO..981FG.THE ALLOWABLE SIAUClUMLCAPACm FOR THE 23R' 1RLLFORCE UNDERPINNING BRACKET IS LIMTEO T030 NIPS. B If REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MN 6'PAST SUPPORTING FILE EA END. U A 201 h S 9 ,S 9.IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUR:MTION WITH BB'DAM SIMPSON MEN HD SCREW Cl C IEUGL ASSEMBLIES ASMANUFACTURED MAXIMUM CAPACITY AS DETERMINED BRTI€ACCORDANCE RFOR 99 xgQ RLEON ANGIORLDADSPDT TO EXCEED MANMUM CPPACITYAS DETERMINED BY THE MANUFACTURER FOR ANY PART PNCHORS(OR APPRWEDEWIVAIEIf)ATA MAXIMUM SPAGNG tp OC.WNW NI'EMBED.ANCHORS TO BE CENTERED ONON _ 9 `ry wL u� g I 7 I CPTHE ASSEMBLY. INSTALLED ABOVE THE CENTER UNE OF THE CHANNEL a W.w9'' rva e.MAXIMUM ONCENTERSPAGNGUSTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PUN W O TR 1A FIELD AU-EXISTING STEM WALLS AND BETWEEN PILE LOCATIONS ARE BTHIgR MINIMUM WITH Z.HEIGHT l� C o (MEASURED FROME&TG TOTMpNCIMNIMUM. Q S z -V32 II.�I 11.PARCEL DIMENSIONS PROVIDED BYSNOHOMISH COUNTY.HOTTOSCALE.PROPERTY UNE AND RESIDENCE LCCATINGDIMENSIONS aI�v a'- U_0 aw0 @ t 1 (WITH AST007K,1APPNOXIMITED PER SNOHOMISH COUNTY GS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES z '�'�30 ¢LL' J . j� tD 12 SITEFEATIRESAND EYJSTING STRUCTURE$ONADUCENT PARCELS NOT 9HDWN FOR CLARITY, F W" --T>0 p, 13.%LESRULLBE INSTALLEDTOA MNIMUM EMBEOMENTOF 6'OORL.MILPEFUSAL WHIGREVFA IS SHALLOWER ?C aO-ddo ._ 'I' HELICAL PILE REFUSAL CRITERIA Z•W i r�R <O-. '^ TORQUING OF THE PILE SHALL CONTINUE UNTIL HYDMUUCPREOSLRE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM Z` -Sr'I VERTICAL CAPACITY WITH A SAFETY FACTOR G NO LEAS THAN TWO ADVANCEMENT SHALL SE HALTED IMMEDIATELY IF THE OO W me! g FSS Q I QXg ' ! ' STRUCTURE BEGNB TO EXPERIENCE UPUFT FLEXURE. V V J, 0R liST' ;.*- , ❑ ._._._._._^_._._..------------._._._._._._-_-_-_-_------._._.PROPERTY LINE _._._._._._._._._._..._._._^_._........._..._..._._... OWl 3 0 0-.B G 03lld(L) XtlW1.0-.E 1 ASINIfiATAy ' ; ,`/ ESNNO0 AO ' • - N" H XVW.O-.L NIHIIM 11VM d0R3d 1V ; 34'-0^ y • - • 1 3lld A1VD01 311d 314001 ! ` R&R LEVEL SURVEY ��( (E)STRUCTURE E)fiRlvkwA+ SEE STRUCTURAL CALCULATION PACKAGE i -� Z► R FOR ADDITIONAL REQUIREMENTS 1 GARAGE ; 1ijr L7 • Z.-' "-ACCESS ; - 1 F- (E)GARAGE ; SITE PLAN LEGEND P PROJECT DESCRIPTION: ! '--20`0^ / "°o TER— -WATER_-.^--WATER—.WATEl0—w R— FOUNDATION ❑EXISTING RESIDENCE STRUCTURE ! ,- -"'-'-'-'-'-'-'-""'""'-'-"-� ! STABILIZATION/JACKING EXISTING ADJACENT STRUCTURE ! \ ! I 51851STSTSW, I AREA OF PROPOSED WORK 1 ! EVERETT,WA 98203 i ' CO 51851STsTsw, --•-•PROPERTY LINE R (E)DECK co yV; F AREA OF WORK�_1 i EVERER,WA 98203 LEGAL DESCRIPTION: • APPROXIMATE DIMENSION A I.,!,, !§ , I (E)RESIDENCE PRIMARY R H SEC 36 TWP 29 RGE 04RT-33S) g ENTRANCE M i 51851ST ST SW, BEG NE COR S1/2 SW1/4 SE1/4 TH !iI 4 ; I EVERETT WA 98203 —s, 1 S201001-1XR WALGNLNSDSUB527.5FTTH '..OJ i N ; ' FY S&PLT E LN SD SUB 205 FT TOrn i (E)CHIMNEY—�� ; ' TPB TH CONT S ALG SD LN 150 FT 4 MET THWB PLT NLNSD SUB 75FT L! ! -'-•-•-•- - ! TH N&PLT E LN SD SUB 150 FT f I I 12/29/2020 TH E&PLTN LN TO TPB ...4F i ; ; 1 PARCEL TAX I.D.NO. - .• " ! - IiI 29043600404900 I"i r" ! / SEWERS- 59-D^ / z5-o^` • ! SEWER SEWER-� ! HEIGHT CALCULATIONS SURVEY NOT PERFORMED. SEWER SEWER SEWER SEWER SEWER SEWER gEy ER 1 LOT COVERAGE BY BUILDING �"I . ; 9 LOT SIZE=10,890 SF` ��. i I R"P PROPERTY LINE EXISTINGHOUSE=2,410 SF` ,� in �._._......._._..._._._._._._._....._._._._._._._._._._._._._._ i3i-o^^ _._._._._._._._._._._._..._..._._._._..._._._..._._._._.�._._._..........._._.: BLDGSF/LOT SF=22.1%` `y IMPERVIOUS AREA � i it NOTE:IMPREVIOUS AREA TO —..-1 ' REMAIN UNCHANGED ,.1,B ...1 (E)RESIDENCE '••Ye 512 51ST ST SW 'APPROXIMATE .i'0 EVERETT,WA 98203 5 GI_ NOTE:THE PROJECT WILL NOT RESULT IL4HANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN m n