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_' PILE SPACING&LOAD REOUIRMENTS TABLE FOUNDATION NOTES
<br /> u
<br /> R MAX O.C.SPACING, MIN VERTICAL CAPACITY, 1.VERIFY ALL DIMENSIONS ON SITE
<br /> Nos PROOF TESTING LOAD,kips •„.
<br /> ft2.FOUNDATION DIMENSIONS ARE T000TSWE FACE OF CONCRETE STEM WALL PER WA LEVEL SURVEY.
<br /> N}.K PILEN PILE TYPE 200%MINULTIMATE CAPACITY) LOCATION 3.REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION to -
<br /> -y 7., BTWN PILES END OFFSET ALLOWABLE LOADING
<br /> (MIN ULTIMATE CAPACITY) HELICAL PILE WITH ANGLE,. ..,,.... .. 150-11 •
<br /> •
<br /> g_t M s3'1 d IlEI •H TYpcHI HELICAL 5'-0'UNO PER PLAN to 0 RD 28 0 kIU PER PLAN STEEL ANGLE................ ..-....... .. ..VS01.1 #`7
<br /> Ash k I A INFORMATION,5PECMG ONCALCULATIONS
<br /> AND REQUIREMENTS.DATED AUGUST 31,M21,FOR ADDITIONAL
<br /> _ NO INI 5.LEVEL SURVEY PER PER REPAIR PLAN DATED MARCH 9,2021,REFER TO STRUCTURAL CALCULATIONS
<br /> 26 R.M A MUMAM)MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER,THE MINIMUM INSTALLATION
<br /> TORQUE SHALL BENIGN ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING, SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM PACKAGE FOR MODIFICATIONS AND ADDITONAL REQUIREMENTS FOR REPAIR PLAN,
<br /> }- INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE ILE SHAFTS
<br /> AFTSFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM S.MINIMUM PILE DIAMETER SHALL BE 2-7A'.
<br /> INSTALLATION TORQUE RATING OF 4300FPLBS FOR A 2.7A INCH DIAMETER HELICAL PILE WITH 0.2E3 INCH SHAFT WALL THICKNESS PER ENR3750. 7.IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH:0'6'TOLERANCE TO ALLOW FOR
<br /> 5,FOR HELCAL PEES,PER IDEAL GROUP DWG N0,.2711MG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7A'TRU;ORCE UNDERPINNING BRACKET IS UNEXPECTED OBSTRUOl IONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO
<br /> LIMITED TO 30 KIPS. ADJACENT SPANS EXCEED THE SPACING UMTATION AS INDICATED ON LEVEL SURVEY.
<br /> ,.HELIL'AL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC.IN ACCORDANCE WITH R FD0.
<br /> E,PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. B.IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MN S'PAST
<br /> R.MAXIMUMDN.CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SUPPORTING PILE EA END, _ _ ,
<br /> 5' 9.IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH SA'OUR
<br /> B'
<br /> 51•--.--F1 SIMWSON TITER HE SCREW ANCHORS(OR APPROVED EOUNALENT)Ai A MAXIMUM SPACING 1T O.C.W/
<br /> A1.4__
<br /> Z InI t'n - •N" LOCATE PILE MIN PEMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE QO
<br /> f WITHIN 3'-0'MAX / 28'-0" / FIELDCHANN
<br /> L. )
<br /> 0o sQ OF CORNER (2)PILES�B'-0"O.0 MAX CHIMNEY 10.FIEN VERIFY ALL EXISTING'TEMWALLS AT AND BETWEEN PLEATTACHMENT LOCATIONS ARE B'THICK Z
<br /> PARCEL NO. � MINIMUM WITH Td'HEIGHT(MEASURED FROMBATG TO MONO)MINIMUM.
<br /> 4 x 12 13 11,PARCELDIMENSIONSAPPROXIAAT®BYSNOHOMSH COUNTY 04 MAPPING & —
<br /> 7.
<br /> IR 2804010020To. V
<br /> a TNMdO MW \ \ ANSIFTERINC WINGTNESE ECTEOPARCE.PROPERTYDINENSIONSAREAPPflOXIAMTEFOR
<br /> uyt R.HNIHLAE LEGAL DESCRIPTION REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE NOT TO BE USED FOR LEGAL PURPOSES OR IN Z Z
<br /> s-0 125'311d 31YO01 Section 01 Township 28 Range 04 Quarter MN PLACE OF A FIELD SURVEY. OQw
<br /> ET T ALL THAT PTN EDT:S 200FT OF THAT PTN \ 12,SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY,
<br /> NI2 NW1I4 SO SEC LYWOF GLENW000 AVE I3.ALES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF S'S'ORUNTL REFUSAL,WHICHEVER IS J
<br /> 1
<br /> BEG NE COR ABV DESC SUB TH 587.15 30W SHALLOWER..
<br /> 3 7 ALG N LN SD SUB 226,45FT TH 318.01 HELICAL NLE REFUGLCRITERA ' `�
<br /> TI d3NEg30 30 28E176,23E7 TH N87.15 30E 228,45FT TO WLY
<br /> IfVW.P.0 MINIMA •
<br /> TORQUING OF THE PEE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVEN
<br /> RAN LN OF GLENWOOD AVE TH N18.01 28W '.�
<br /> 3TId 31tl00T 1 D THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.
<br /> n ALG SD RNOLN 176.23TO POB PER CITY EV A I'
<br /> BLA FILE N01474-17 NECE AFN 8010300242 Y ADVANCEMENT SHALL BE HALTED IMMEOUTELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT `.
<br /> 14
<br /> -`3 (E)RESIDENCE FLEXURE
<br /> x w D u.0-s i . ,g.EM- OWNER NAME&ADDRESS 5420 GLENWOOD AYE, 4
<br /> 6311d lit 4, r .
<br /> ZEVENBERGEN LINDA7DON E EVERETT,WA 98203
<br /> R&R LEVEL SURVEY 5422 GLENWOOD AVE,
<br /> SEE STRUCTURAL CALCULATION PACKAGE EVERETT,WA 98203 9s
<br /> FOR ADDITIONAL REQUIREMENTS t
<br /> PRIMARY
<br /> 1 L <ENTRANCE
<br /> v M
<br /> • \u \ 2 5420 GLENWOOD AVE,
<br /> 7A EVERETT WA 98203
<br /> .---PROPERTY LINE Q a
<br /> ---- \ \ O.
<br /> 288'-0"•-- -------'-"-- O
<br /> '1 O SITE PLAN LEGEND q LOCATE PILE S210827-2XR
<br /> 'L I O f, 1 to WITHIN CORNER MAX
<br /> I ❑ EXISTING RESIDENCE STRUCTURE
<br /> .M I'A 2; B OF FY
<br /> •I j a w EXISTING ADJACENT STRUCTURE
<br /> II ZA,q \ \ m 14 1 AREA OF PROPOSED WORK MRT
<br /> Z�. �oCgtLT� A v -(Y� F4 ---I PROPERTY LINE 08/312021
<br /> TAR SITE PLAN iv4, I Li,
<br /> 'p'E'4 .• \ \ 5 APPROXIMATE DIMENSION
<br /> . .FW.A—.,„,___.P,.,-SEW.R /p\ /
<br /> WATER—Mi.R—WATER— , 1
<br /> t 4
<br /> 1I6\ \
<br /> f
<br /> k— I % p
<br /> 98'0"•
<br /> 'I ------ I \ \
<br /> Wgy'A9 \ ,
<br /> I
<br /> 1-_ -_._._. ._.PR9P�RTY LINE-_._-_-_-_._._-_--\
<br /> T_ \ \ X A (2)PILES 88 8,0"O.0 MAX
<br /> / 27'-6" A'
<br /> Z
<br /> y LOCATE PILE
<br /> WITHIN 3'-D MAX n-
<br /> OF CORNER LLI N
<br /> OVERALL PARCEL PLAN in o
<br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN CD
<br /> N.1
<br />
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