7425 LOWER RIDGE RD 2020-12-31 - Laserfiche WebLink

.Sz • Project Description _ Foundation Stabilization/lacking PILE SPACING&LOAD REQUIREMENTS TABLE FOUNDATION NOTES •j 7425 IAWER RIDGE RD PI�M p. MAX O.Z.SPACING,ft' MIN VERTICALWACITY,Nps'2 MICA- I.`JERIFI'ALL DIMENSIONS ON SITE. :'e-'"uxY•( '1 wpE2.FOUNDATION Di MENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL . S 'VC EVERETT,98203 BTWN PEES END OFFSET ALLOWABLE LOADING PER RyR LEVEL SURVEY. 1-4 HELICAL` 8'-0" 3'-0" 12k/FILE TYP EXTERIOR' 3.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED MAY 22TH,020, • -`" Legal Description FOR ADDITIONAL INFORMATION.SPECIFICATIONS.AND REQUIREMENTS. ' -" L."t . BEVERLY ACREAGE TRACTS NOTES: 4.LEVEL SURVEY PER RIR REPAIR PLAN DATED FEBRUARY 10TH,00.REFER ••• BLK 000 D-01-S 75FT LOT 20 a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR THE PILE ASSEMBLY SHALL BE SPECIFIED BY THE II LS OL8 rCC!a t`1'H PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE MOH ENOUGH TO ACHIEVE THE ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. REQUIRED BEARING CAPACITY LOADING INCLUDING A SAFETY FACTOR NO LESS THAN 2 THE MAXIMUM STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND EIMUM 5. MINIMUM PILE DIAMETER SHALL BE 2-7R`. Parcel Tax ID.NO. INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS a IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH 7 CIA• OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLET ON TORQUE RATING OF B300FT'LB9 FOR A DO3920000D2OO1 2-7I8 INCH DIAMETER HELICAL FILE WITH 0203 INCH SHAFT WALL THICKNESS PER ESR-375D. TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED b.TT EXTERIOR TO DENOTE PILE INSTALLATION AT EXISTING EXTERIOR CONCRETE FOUNDATION WITH DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS MINIMUM DIMENSIONS PER PLAN NOTES EXCEED THE SPACING LIMITATION OF 8'A11.C.MAXIMUM. He ht Calculations .HELICAL PILES AS MANUFACTURED BY IDEAL MANUFACTURING.INC..IN ACCORDANCE WITH ESR-3750 WITH 2-7/8 INCH MINIMUM SHAFT DIAMETER AND 0.203 INCH MINIMUM WALL THICKNESS. 7.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND • IB . Survey not performer. 0.PILE LOADS NOT TO EXCEED MAXIMUM PILE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER MIN 6'PAST SUPPORTING PILE EA END. FOR ANY PART OF PILE ASSEMBLY.MAXIMUM ALLOWABLE COMPRESSION CAPACITY OF 37A KIPS FORA B.ALL SUPPLEMENTAL STEEL ANGLES TO BE ANCHORED TO THE FOUNDATION • 2-7/8 INCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL THICKNESS PER ESR3750. Willi ye.DIMµ SIMPSON TREK HD SCREW ANCHORS OR APPROVED W Lot Coverage by Balding a. MAXIMUM ON-CENTER SPACING ASTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON ( Q.i o!2 �Cw' PLAN. EQUIVALENT)AT A MAXIMUM SPACINGITOC WITH A MIN 4-12'EMBEDMENT. R8R LEVEL SURVEY Lot Sae=0.51 acres=22.215 SF ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER UNE OF �j I See Structural Calculation Package for Additional THE ANGLE, z Requirements Existing House=2638 Sr r W!e 9.FIELD VERIFY ALL WSTING STEM WALLS AT AND BETWEEN FILE t —""'-�,_ Bldg SF/LDI SF=11.9%• ATTACHMENT LOCATIONS ARE B'THICK MINIMUM WITH TA'HEIGHT /R ;£ N.•`.„ (MEASURED FROM BIFTG TO T/CONC)MINIMUM.FIELD VERIFY EXISTING lJ W: q B �•01,, nn_i ` J]O lIendAUS Area • CONCRETE SLAB-ON-GRADE AT PILE ATTACHMENTI&4'THICK MINIMUM. Z Zi 'Mw 10.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE. ! ' __.+q Existing Alfa=4SSO Sr • PROPERTY UNE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,') 00 •• •/ Note:lmpreA1UES area to remain unchanged • APPROXIMATED PER SNOHOMSN COUNTY CO MAPPING TOOLS.NOT TO BE J ' i ? • • USED FOR LEGAL PURPOSES. j f _ 5T1 •al 1 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT .' SHOWN FOR CLARITY. . '• 3 L0 R GIaE Itil 12 PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF S-0`. j 1'LUFRE A3s,..LV �.• • ' • I • HELICAL PILE REFUSAL CRITERIA: • f / I TORQUING OF THE PILE SHALL CONTINUE UNTILA HYDRAULIC PRESSURE IS � t € I • 1 I ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH r , 1•---� 4 - I I SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED j •I I i ' - •- r i IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. i co j N�1`•• PAOPIX_lY PROOF TESTING: j; CX W j' I T—•-•—•—•—•— - ; THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OKNEWAY I OF MIMMUM THREE(3)PERCENT OF PILES UP TO FIVE(5)FILES MAXIMUM Q F' R I..1 ooACCESS I I .RI ..I N / I,' 001103+AND/OR THE 120115 ACCORDANCE BUILDING CODE(SBC).THE MAXIMUM TESTA 40.��_ / II LOAD SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN O j' -° LOAD. ;' • A • I ARIA O / / ,/ j �, ' �� - T I I - I PARCEL MO.01 e / SITE PLAN LEGEND 7425 LOWER RIDGE 1 j Av.,r F WORK '`_F� f ' ra f -. I i t I LEGAL DESCRIPTION /Je / EI EXISTING RESIDENCE STRUCTURE RD,EVERETT,WA pj ; RESIDENCE I I REV HL,fi ACREAGE LOT 2EOTRACTS BLK 000 ..g 98203 RIDGE RD. •'' j ❑ EXISTING ADJACENT STRUCTURE :j ,R EVERETT.9Ba l ro I(E)STRIICNREI t i �. OWNER NAME&ADDRES8ili PLEA OF PROPOSED WORK zr f _ w• HARRINGTON RUSSLYN CARIX. / •--;A S200309-2 C' 125150TN AVE NE.SEAITLE.WA 5812 • 5 29'-2" 1• I —•PROPERTY LINE �--h11•..�p�` — *�•'33'-p•_ �, � I ,�-29'•D" �'"! "— - - 183'-0'I i / • APPROXIMATE DIMENSION MRT 1 I a , / —•OPER Y LINE .... / -4(A1). / K'l C.AERRKK3E RC j ,! (TE'VERETr WA0KL3� '"\ \\+,4`\ ,\ ' 1\ iI i II t —J J • / t ✓/ 1 � .y, •• k (1 \', I \ 1� I 1 i l i z 5 NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE&FOUNDATION PLAN z Q N ▪ CI 1A z • Q (-3--/_.2_