5008 23RD AVE W 2022 Plans 2025-07-07

�._._,_,_• _PROPERTY LINE PILE SPACING&LOAD REQUIREMENTS TABLE - �p• ,' 201'-0' •- • MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips PILE# PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION .�' " •_•_•_`�•�•�i BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) '' ' .' I 1-2 8.0 k/PILE 16.0 k/PILE EXTERIOR I 3-7 12.0 k/PILE 24.0k/PILE EXTERIOR I 1 8 9 HELICAL 6'-0" PER PLAN 17.0 k/PILE 34.0 k/PILE EXTERIOR PARCEL NO. I 10-12 16.0 k/PILE 32.0 k/PILE DECK 00644500001300II NOTES: I LEGAL DESCRIPTION i GRANADA SEAVIEW ESTATES DIV. 4A I a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE NO.1 BLK 000 D-00-LOT 13 TGW S MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING 20FT OF VAC PTN HILLSIDE LANELY CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT ADJ TO SD LOT PER CITY EVERETT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8.300FT'LBS FORA 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL I ORD NO.255-73 RECORDED 718/420S i THICKNESS PER ESR-3750. AUD FILE NO.2310434 b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" 11.1 } •,'6‘ TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. Z OWNER NAME&ADDRESS bc1 I MIYASAKI GARY ANDREW& o% C. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. H D w (E)DECK d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART Z 0 STEPHANIE MARIE DELEONI 5008 23RD AVE W I OF THE ASSEMBLY. F- W . EVERETT,WA 98203 I e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. - z I j= FOUNDATION NOTES O z z oicc 1. VERIFY ALL DIMENSIONS ON SITE. a o.w 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. a O 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: •% i - HELICAL PILE..........1/SD-1.1 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED APRIL 13TH,2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS, • / RESIDENCE I AND REQUIREMENTS. ,/� �'�, 5008 23RD AVE W -IH 1• 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED DECEMBER 21ST,2021.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR '� m•� EVERETT.WA 98203 Io y i MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. Y r„/^ 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. m I • /^ C3 I 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0,6"TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS , 1 10. /1 ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED i +� `Y NZ I H F ON LEVEL SURVEY. ,V S 4'-6" I 9. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'-8"HEIGHT TG TO T/CONC)MINIMUM. �% �\•�c` 41-OII Y�qi9 Op-\��1H i 10.PARCEL DIMENSIONS(MEASURED FROM FPROVIDED BY CITY OF SEATTLE.NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH • mod, /.. PO'G I ASTERISK,•)APPROXIMATED PER KING COUNTY iMAP AND SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING •• i TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. I 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 1 12.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. AREA OF WORK \ /' 1 126. ‘ \ /. /• HELICAL PILE REFUSAL CRITERIA. \j .....• TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL I /. Y+\O, /• CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS I O /•/• TO EXPERIENCE UPLIFT FLEXURE. 1 s\\ `L3 /• !•/• 5008 23RD AVE W / /•/• SITE PLAN LEGEND EVERETT `9c` /• WA 98203 p'/•/ I I EXISTING RESIDENCE STRUCTURE '•, Si t DWI S220112-3XR /...... EXISTING ADJACENT STRUCTURE e- -mom. /• j /•/• , AREA OF PROPOSED WORK PIP•FC®6 C OCMAx JT /- /• LOCATE PILE - d`/� PROPERTY LINE WITHIN 70" `� .. - MRT �35�.J\...• FROM CORNER %�Q�(i APPROXIMATE DIMENSION LOCATE PILE se m �. _ 04/13/2022 •/•/• Q WITHINNER ' `., . • „ • In.tmtm rstr .0.. FROM CORNER - ,r,III, •/ 5-0' c. ,OC MAIL•-, .. PROVIDE CFCR AROUND FULL CIRCUMFERENCE OF /•/ COLUMN.MIN 1-6-BEYOND EXTENTS OF THE OBSERVED i /• Project Description Lot Coverage by Building sI PILES® CRACKING ABOVE AND BELOW CFCR SUPPLIER TO PROVIDED CONTAINMENT EQUIVALENT /• Foundation Stabilization/Jacking Lot Size=0.75 acres=32,670 SF 6`0'O0 ,,- > i I TO A to SPIRAL WITH A 3'PITCH. /• THE COLUMNS SHALL BE MONITORED AND A STRUCTURAL /• 5008 23RD AVE W Existing House=1,900 SF* I ENGINEER CONTACTED FOR FURTHER ASSFSSMENT IF E FUTURE. I /•/• EVERETT,WA 98203 Bldg SF/Lot SF=5.8%* NOTE THAT LL 120 HAS NOT HECOLUMN i ........... //• r.�A- Stp I tM OR LATERAL SYSTEM OF THE PRIMARY / LOCATE PILE STRUCTURE AND IS RECOMMENDING THE CFCR ON THIS WITHIN 1'-0' WI PILES G-0'OC MAX COLUMN AS A PRECAUTIONARY MEASURE ONLY ...... * /• S 20FT OF VAC PTN HILLSIDE LANELY ADJ TO SD LOT PER CITY Note:Imprevious area to remain unchanged /• EVERETT ORD NO.255-73 RECORDED 718/420 AUD FILE NO.2310434 I /• /• *approximate /•/• Parcel Tax I.D.No. I / • 00644500001300 R&R LEVEL SURVEY '/•// See Structural Calculation Package for Additional Requirements I V. Height Calculations Survey not performed. Z N a Ch NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 1-