5811 BEVERLY LN 2022-04-04 - Laserfiche WebLink

3art * FOUNDATION NOTES r. PROPERTY LINE \ 72'-0"* 1. VERIFY ALL DIMENSIONS ON SITE. 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE as«'T va,CU�*'i PARCEL NO. 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM ATTACHMENT LOCATIONS ARE B"THICK MINIMUM WITH 3'-0"HEIGHT LOT SIZE: 00471700003501 - WALL PER R&R LEVEL (MEASURED FROM B/FTG TO T/CONC)MINIMUM. •p .�j,� , 0.22 ACRE(S)(9,583 SOFT) SURVEY. 11.PARCEL DIMENSIONS PROVIDED BY KING COUNTY.NOT TO SCALE. S s 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK, '•Oypi LEGAL DESCRIPTION HELICAL PILES 1/SD-I.1 )APPROXIMATED PER SNOHOMMISH COUNTY IMAP AND SEATTLE BUILDING LOT COVERAGE: HIGHLAND ACRES BLK 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 15, DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS. 16%(1,564 SQFT) 000 D-01 -N 75FT OF S 2021,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND NOT TO BE USED FOR LEGAL PURPOSES. 150FT OF LOT 35 LESS REQUIREMENTS. 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS PTNTO CITY OF 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JULY 23,2021.REFER TO NOT SHOWN FOR CLARITY. EVERETT PER WD VOL STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR 618 PG 104 ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. UNTIL REFUSAL,WHICHEVER IS _ 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. SHALLOWER. OWNER NAME& 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH± ADDRESS 0'-6"TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS HELICAL PILE REFUSAL CRITERIA: ALOES KIMBERLY ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC ADJACENT SPANS EXCEED THE SPACING LIMITATION OF 8'-0"O.C.MAXIMUM. PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL 5811 BEVERLY LN, 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. Q O EVERETT,WA 98203 PILE AND EXTEND MIN 6"PAST SUPPORTING PILE EA END. ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE 0 y q 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE BEGINS TO EXPERIENCE UPLIFT FLEXURE. F M FOUNDATION WITH 5B"DIAM.SIMPSON TITEN HD SCREW ANCHORS(OR - - - - - - -_- H Z a APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12"OC WITH A 4" _ a MINIMUM EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE 2(R . THE CENTER LINE OF THE CHANNEL. Z W'z PILE SPACING&LOADREQUIRMENTSTABLE FOUNDATION LEGEND O o PILE MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD.kips PILE ft TYPE STWN END ALLOWABLE LOADING 200%MIN VERTICAL CAPACITY LOCATION ri EXISTING RESIDENCE STRUCTURE PILES OFFSET (MIN ULTIMATE CAPACITY) -- Typical HELICAL 8'dt'UNO 3'-O'UNO 11.Okip 22.0kip TYP : EXISTING ADJACENT STRUCTURE ',\ NOTES: --: AREA OF PROPOSED WORK a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE ---- PROPERTY LINE 5'f"'— ' 57'-0"• f--9'-6"* 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 Qa 8'-0"O.C.MAX AREA OF WORK THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION * APPROXIMATE DIMENSION TORQUE RATING OF 8,300FT•LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER / ESR-3750. '¢' HELICAL PILES 3 4'. 4 b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" \ TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. - ' w A •o c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. 2 -Y d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. -' * O e. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF 4 m THE ASSEMBLY. b i f. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W0. Cf (U ' ¢!� LOCATE PILE -C M • WITNIN.2FT MAX ' 0 OF CORNER i - * r I rt a ! (E)RESIDENCE Z m 5811 Beverly Lane,Everett, wL ---------. '' WA,98203 • J (E)S'CONCPEfE STEM- g wALtr-rTALLMINTYPAT !? { (El RESIDENCE ir.i005FYLNOPRIORTO 5815 Beverly I ane,Everett. AT RKEPc0BcneEWALL AT PILE LocATN)NSIS WA,982C3 -. LESS THAN*rTALL 5811 Beverly Lane, LEVEL SURVEY Everett,WA,98203 -I a<� Access{2}PILES @ 6 557 O C.MAX , U.f 1 318' 5/4 1/2 -1/S 5/8 -4- _ + S210 803-2XR d , LOCATEPLE. I F„i - WITHIN 2FT MAX;: ' /--12'-5", / 2D'"5", y 6 /4 OF CORNER - - : NJ .._ .. .. cO w $ - MRT a m a- - -112 4-I/2 in o - --,- - 8/15/21 W i ' .4 0 2415, -1(4 O ET- , 12:5 f 20.5' kalion " 5' =13 Heliee Pile •N 'i. 72'-0"* r4Z R&R LEVEL SURVEY �1."" 24' PROPERTY LINE Beverly Ln jilr. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN a 1..\ W ch 4 co