5811 BEVERLY LN 2022-04-04 - Laserfiche WebLink

POWILARAN MIIF^ PROPERTY LINE \ 72.0 I.VERIFY ALL DIMENSIONS ON SITE. 1e.MELD VEfl6Y ALL EXISTING STEM WALLS AT AND BETWEEN PILE PARCEL NO. 2.FOUNDATION DIMENSIONS ARE TO OUTPACE FACE OF CONCRETESTEM ATTACHMENT LOCATIONS ARE E THICK MINIMUM WITH 3'-01HEGHT iFf LOT SIZE: 00471 70 00 03501 WALL PER RO I LEVEL (MEASURED FROM BIFTG TO MONO)MINIMUM. 0.22 ACRE(S) DIMENSIONS(6,563 SOFT) SURVEY. It.PARCEL DIMENSIONS PROVIDED BY KING COUNTY.NOT TO SCALE. -,':t;As'-- LEGAL DESCRIPTION D.REFER TO THE FOLLOWING PETALS FOR ADDITIONAL INFORMATION: CROPERTY LINE AND RESIDENCE LOCATND DIMENSIONS(WITH ASTERISK, ".'.::•'• BUILDING LOT COVERAGE: HIGHLAND ACRES SLK HELICAL PILES......................._..........._.V80.1.1 ')APPROXIMATED PER SNOHOMMMH COUNTY MAP AND SEATTLE 1.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST IS. DEPARTMENT OF CONSTRUCTION AND INSPECTCNS GIB MAPPING TOOLS. 16%(1,564 SOFT) 000 D-01-N 75FT OF S 2021.FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND NOT TO SE USED FOR LEOAL PURPOSES. 150FT OF LOT 35 LESS REQUIREMENTS. IL SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS PTNTO CITY OF S.LEVEL SURVEY PER ROR REPAIR PLAN DATED JULY 232021,REFER TO NOT SHOWN'VR CLARITY. EVERETT PER WD VOL STRUCTURAL CALCULATHINS PACKAGE FOR MODIFICATIONS AND 11.PILES SHALL OE INSTALLED TO A MINIMUM EMBEDMENT OF Sb•OR 618 PG 104 ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. UNDL REFUSAL,WHICHEVER IS 6.MINIMUM,ALE DIAMETER SHALL BE A.C6T SHALLOWER. OWNER NAME 8 ].IT IS ACCEPTABLE TO INSTAL PILES AT THE SPACING SHOWN WITH: 0E'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS 11EI ICAL PII F REFUSAL CRITERIA. ADDRESS ENCOUNTERED DURING PILE WSTALLTTION PROVIDED THAT NO TWO TORQUING OF PIE PILE SHALL CONTINUE UNTIL A HYDRAULIC KLOES KIMBERLY ADJACENT SPANS EXCEED THE SPACING LIMITATION OF K0'D.C.MAXIMUM PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL 111 5511 BEVERLY LN. I.IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. LQU EVERETT,WA 96203 PILE AND EXTEND MIN 0'PAST SUPPORTING PILE EA END. ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE 9 9.IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TOTHE BEGINS TO EXPERIENCE UPLIFT FLEXURE. z R FOUNDATION WITH SIG'DIAM.SIMPSON TITEN HO SCREW ANCHORS(OR L APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12.00 WITH A 4' t W MINIMUM EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE FIS r HE CENTER TNF OF IHE CHANNEL. W PILE SPACING I LOAD REOUIRMENTS TABLE FOUNDATION LEGEND O Z R I MAXO.C.SPACING, MIN VERTICAL CAPACITY.kips PROOF TESTING LOAO.kIW 0 PILE11 PILE BTYM 1 END 20O%MIN VERTICAL CAPACITY LOCATION ❑ EXISTING RESIDENCE STRUCTURE TYPE ALLOWABLE LOADING PILES OFfSET f (MIN ULTIMATE CAPACITY( T.;:::A -IELITHU 64'UNe UNO I ' . I ue•IT TIP EXISTING ADJACENT STRUCTURE NOTES ,__; AREA OF PROPOSED WORK 1_- MINIMUM ANO MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE ---- PROPERTY LINE '`I SW.-+A SPA" / e'-S" MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED r(2)PILES®B'-0'O.C,MAY THE ALLOWABLE TORSIONAL CAPACITY OF THE PRE SHAFTS OR ANY PART OF THE PILE ASSEMBLY MAXIMUM INSTALLATION • APPROXIMATE DIMENSION l AREA OF WORK TORQUE RATING OF 8.300FT'LBS FOR A 2.TIB INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PERE AA S5 ,4 e.S FOR�HELICAL PILES.PER IDEAL GROUP DWG NO.:2TBTFO.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2ir'0' Y1 HELICAL PILES \ �[ o.HELICAL ASSEMBUNDERPLIES BRACKETANF MANUFACTURED TO L KIPS. `\\1 .HELICAL TRSEMBEN ASIES MR A NUFAC BY IDEAL MANUFACTURING.SYSTEMS INC..CAN CO WITH TH EAR-. . e.CONCENTRIC DRIVENLDALESTTMEXCEED MUM CAPACITY OS DETERMINED IATHEACCORDANCEMANUFACTURER WITH R FOR 21. AN \ e.PILE E ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF gj THE ASSEMBLY. y Lo ATE PILE i I.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN • �Y ii,^ O �W OF CORNER 'i 10 (El RESIDENCE 0 5811 Beverly Lane,Everett, w WA,08203 _ .. s Al fi n`.rEd"" �::.F TwN,.:•,.LL 5811 Beverly Lane, Everett,WA,98203 U Ai i „peps(2)PILES IS E-BTO.C.MAX ....12 -12 'RM "_.-- -._ _ - o LOCATE POE 5210803-2XR \ o WR'NN 2FT MAX • 12'b" / 20'S" / 6 CER,s,0T•3I4 OF CORNER NJ r.1 -5e MRT F. -vt 'I2 4 n FE 8/15/21 2 41/ P 0 246 1.1 'p S 3� t2.5' I. \ ¢ 20.5' 0< n • TP _,v Hell,t1 P.10 N- I 72'•0"• z�� 24' PROPERTY LINE 'NTR&R LEVEL SURVEY Beverly Ln SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 0