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0 FOUNDATION NOTES PILE SPACING&LOAD REQUIRMENTS TABLE <br /> s. 21' 1. VERIFY ALL DIMENSIONS ON SITE MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips .,`,1,.1HUoF., <br /> - + ' 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL PILE# PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY(MIN LOCATION <br /> ALLOWABLE LOADING <br /> SURVEY. PILES OFFSET ULTIMATE CAPACITY) <br /> 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: • �r�; <br /> HELICAL PILES..... .......... .......U50.1.1 Typical HELICAL 6'-0"UNO PER PLAN 15.0 kip 30.0 kip TYP , <br /> .S/oniati;.' <br /> 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 19,2021,FOR ADDITIONAL NOTES: <br /> INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION <br /> . <br /> Ilv - 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED MAY 23,2021.REFER TO STRUCTURAL TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM <br /> CALCULATIONS PACKAGEFOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. INSTALLATION TORQUE RATING OF 8,300FT"LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR3750. <br /> 7. IT IS ACCEPTABLE TO INSTALL PILES ATTHE SPACING SHOWN WITH t 0'-0"TOLERANCE TO ALLOW b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'TRU-FORCE UNDERPINNING BRACKET IS <br /> LIMITED TO 30 KIPS. <br /> ' FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. <br /> TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. <br /> 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> ? SUPPORTING PILE EA END. <br /> °-- =' 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH <br /> 0 _ 5/8'DIAM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM W a SPACING 12'OC WI MIN 4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE <br /> F F= CENTER LINE OF THE CHANNEL Z <br /> RIFY ALL <br /> ING <br /> W <br /> LLS AT <br /> D <br /> WEEN PILE ATTACHMENT <br /> 5, N f iv ® (pI 10 T ICK MENIMUM WITH 2T�HEIGHM1T(MEASURED FROMROMTB/FTG TO T/CONC)MINIMUM.CATIONS ARE B' / 21'-0" f2'-0" I— >W <br /> p 0? 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& �R X <br /> — <br /> AXSIFTER INCLUDING THE SELECTED PARCEL.PROPERTY DIMENSIONS ARE APPROXIMATE FOR l.J w <br /> w MC ack REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN z W z <br /> _.. _. -,r <br /> ILES a _ PLACEOFAFIELDSURVEY. O O0' .C.MAX > 12.SITE FEATURESAND EXISTING STRUCTURES ON ADJACENTPARCELS NOT SHOWN FORCLARITY.13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5-0'OR UNTIL REFUSAL WHICHEVER IS <br /> in ' I . SHALLOWER. <br /> __. 1 p 6- <br /> ,EZ o n=D HELICAL PILE REFUSAL CRITERIA: <br /> n 0 73 Zm_.._ TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE (E)RESIDENCE <br /> o Z'/-p THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. 4202 S 3RD AVE, <br /> [3' XIx m ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT EVERETT,WA 98203 <br /> II II II FLEXURE. <br /> Z - _• 07 W X <br /> .- x m <br /> SITE PLAN LEGEND N <br /> - EXISTING RESIDENCE STRUCTURE <br /> s <br /> EXISTING ADJACENT STRUCTURE <br /> __l AREA OF PROPOSED WORK <br /> R&R LEVEL SURVEY _ AREA OF WORK <br /> PROPERTY LINE <br /> SEE STRUCTURAL CALCULATION PACKAGE <br /> * <br /> FOR ADDITIONAL REQUIREMENTS APPROXIMATE DIMENSION <br /> pRo]'E'tAPIE <br /> 4202 S 3RD AVE, <br /> c m- EVERETT,WA 98203 <br /> I AROA m m �. <br /> �, <C - A PROTECT-NUMEFF <br /> I ! • r3?RT-, (E)RESIDENCE I I I <br /> ° 0 ��F 4126 S 3RD AVE, Ili S210610-2XR <br /> 6'0": EVERETT,WA 98203 i Q n- raP— _ ' DP-AWN BY-FY <br /> 0 e15 i p i PRIMARY N. <br /> 1•• 0i, • �.{q, t ENTRANCE 2 c Y-MRT <br /> m 1 ,Lu.U a • a v• y m _ >rEET DA -06/19I2021 <br /> ri <br /> A i�.0 . °• �N A 0 m o SCALE <br /> I ! •Q . o ��SEW SEWER cr /C <br /> Y-20'-D"* 5` R`.,.�d A in m R IV PARCEL NO. = 0 N <br /> m 1."• ° SEWER —� i / m 00500400800100 3 Q _ <br /> A i a 74'0"* y. m A " K <br /> LEGAL DESCRIPTION <br /> I SITE PLAN i� 3 A I LOWELL DIV A PLAT OF BLK 008 D-00-ALL <br /> \ r LOTS 1&2 TGW PTN VAC INDEX AVE LY ADJ <br /> A *! ° cn'T m TO&ABTG SD PROP ON NELY LN THOF PER <br /> m I'm••'• ,• A. o• c!0/ m A CITY EVERETT ORD 572-78 REC 1451/116 <br /> Ii a . !� m I AUDS FILE 7901170158 <br /> i, Ir A 4 <br /> m I . I m \n OWNER NAME&ADDRESS ` <br /> m i TUONG ANTHONY/CLARETE C A MORALEJA <br /> • I ! S 3RDAVE, <br /> 1 PROPERTY LINE EVERETT,WAA 98203 <br /> - OVERALL PARCEL PLAN <br /> / 23'0" "T �� EV�THIN z <br /> (2)PILES @ 6'-0"0. MAX ¢ N <br /> . <br /> twolit <br /> PLA ,75 <br /> N L\ <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN <br />