1908 HOWARD AVE 2023 Plans 2025-07-08

r PILE SPACING&LOAD REQUIREMENTS TABLE .•''''.. . MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips r ' -„. PILE#PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION : ��« --WATER ""'-„ -w,E.-„.�- BTWN PILES END OFFSET ALLOWABLE LOADING -WATER -•^E.-„..�-„^hq-„,,,-WA,.- (MIN ULTIMATE CAPACITY) 4ryr ----SEWER—�•�- - „•—� . HOWARD AVE^��„^hp-w"h.-.h.-^" -<�-„.lEA—„^ •—w^r_•—•"�—"�—'"�— TYP HELICAL 7'-0" PER PLAN 10.0 k/PILE 20.0 k/PILE EXTERIOR SEWER �...—a,>.R—s,„E.— — „E. NOTES: — r•—•--•--•—•._•—•—•_.• • .�� PROPERTY LINE I� --1-- p ` �`"`"---s••c•—u„Q,—_,�„�,— a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE �,•�• •�•�• � MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING 62'-0"' a •'�'•'�•�-� CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8,300FT•LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL i I I THICKNESS PER ESR-3750. IPi iI b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7I8" A I I I TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC., IN ACCORDANCE WITH ESR-3750. d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY.4ANT I I 4 1 I Il '.- I 11I I p I e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. UJ I I z o j )CO I FOUNDATION NOTES ~ w a iI 1. VERIFY ALL DIMENSIONS ON SITE. 7- L 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R8R LEVEL SURVEY. Z z F I 3. REFER TO THE FOLLOWING DETAILS FOR ADDmONAL INFORMATION: 0 Q w N I I HELICAL PILE..........1/SD-1.1 w La Y 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED APRIL 13TH,2023,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. ¢ ; ¢w I I 5. LEVEL SURVEY PER RV REPAIR PLAN DATED FEBRUARY 8TH,2023.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND O¢ E o La I I ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. .-.. E¢ 1 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. II 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'fi'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED /� I } 4 _Q I �" 6'-Q"-�' 1924 HOWARD AVE DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. '�� i ��"� I (EVERETT.WA 98203 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'-8'HEIGHT(MEASURED FROM B/FTG TO T/CONC)MINIMUM. I I 9. PARCEL AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY iMAP.NOT TO BE USED FOR LEGAL I I PURPOSES. 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. I I 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"(UNO PER GEOTECHNICAL REPORT). 1902 HOWARD AVE I 9 -— _ I EVERETT.WA 98203 `r RESIDENCE I q HELICAL PILE REFUSAL CRITERIA: v I DJ 1908 HOWARD AVE I V I TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH Ca I I EVERETT,WA 98203 I DI I Z A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. 1Ic i i 91rx m. I I I IT- } a 1 1908 HOWARD AVE `9 EVERETT AREA OF WORK I S•v WA 98203 PARCEL NO. - 00544700400600 N t'/E- Z/1- S230223-3XR } 1-- I LEGAL DESCRIPTION $'6 29'-6" ,I'} I PINEHURST BLK 004 D-00 JT it ' LOTS 6&7&E 11 1/2F7 I (E)DECK I OF LOT 8 MRT I I OWNER NAME 8 --. 0 ADDRESS - C 3 ll1 I I GRAY MARYANN N E 8 W. tl/L A 04/13/2023 i 1908 HOWARD AVE EVERETT,WA 98203 Red 8/S- 8/S I- ! I ase8 isod P y!Pt/9X9= Ee '` 'JNIN3dO W08d .0-,t NIHJ.IM XVVH DO.0-.8 P�S31Id CS) a I e0!ain • 311d 31V001 Ld I I N„E=�} 81£ 8/S- Z/l£ I y/g L 4/£ M ! I SITE PLAN LEGEND �aP!IS n S n SS800y Z l I I I EXISTING RESIDENCE STRUCTURE ! I ' EXISTING ADJACENT STRUCTURE v ) 8a v, (E)STRUCTURE I --- AREA OF PROPOSED WORK I I PROPERTY LINE • -- I I _ ,9'6Z •—•—•—• 62'-0nn ' _ APPROXIMATE DIMENSION PROPERTY LINE R&R LEVEL SURVEY See Structural Calculation Package for Additional Requirements Z Q N d (n - NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. I TY F EVE R ETI SITE PLAN Ill FOR OR PERMIT