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PILE SPACING&LOAD REQUIREMENTS TABLE
<br /> —w"• LEONARD DR max O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips
<br /> —""�—w"""—w"'� w"""—""'fl'—w•� ,•� • PILE# PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION •'"R�'4.4,••
<br /> ` ""`—"'"'$'-w"+,"-w WAVER WA „."„•—"",.—w"tea—w"rEp— BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) •a • .✓`••
<br /> __ �J
<br /> PROPERTY LINE 1-5,10 7'-0" 13.0 k/PILE 26.0 k/PILE EXTERIOR •/
<br /> r—•_•_--•_• 43'-0"`— ----'—.�.-"�"�'—' ' ,.,re" 6-7 HELICAL 12'-0" 11.0 k/PILE 22.0 k/PILE EXTERIOR
<br /> I PER PLAN •
<br /> I I 8-9 8'-0" 10.0 k/PILE 20.0 k/PILE EXTERIOR '•��.,y�.E';•
<br /> ? I j 1-2 CONCENTRIC 7-0" 13.0 k/PILE 26.0k/PILE INTERIOR "'
<br /> j o w NOTES:
<br /> U
<br /> I
<br /> a¢ • I A a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> AREA OF WORK LE
<br /> CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> -�---- I • EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> j }9y 12'-0" ,I" INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> I THICKNESS PER ESR-3750.
<br /> b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'
<br /> o I I TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS.
<br /> I---'---------- ---' I I c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC., IN ACCORDANCE WITH ESR-3750.
<br /> y d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> 3'0"'I 14'-0" l I 1, OF THE ASSEMBLY.
<br /> I } \ I e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W
<br /> I ' ° z
<br /> 11 I FOUNDATION NOTES D z o
<br /> I I 1. VERIFY ALL DIMENSIONS ON SITE. I— j
<br /> I 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. /(S E
<br /> • I I 3. REFER TO THE FOLLOWING DETAILS FOR ADDRIONAL INFORMATION: l 7 J W
<br /> ! I I HELICAL PILE...................11SD-1.1 L
<br /> I ! i ! CONCENTRIC PILE..........2IS0.1.1 O
<br /> I 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED OCTOBER 13TH,2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS, J
<br /> ' I AND REQUIREMENTS.
<br /> -- ------------___________ O ! 5. LEVEL SURVEY PER RIR REPAIR PLAN DATED MARCH 23RD,2022.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS
<br /> F.- , AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN.
<br /> o 1 * i I 3010 LEONARD DR 3006 LEONARD DR 6. MINIMUM PILE DIAMETER SHALL BE 2-7 8.' �/�
<br /> EVERETT,WA 98201 I vo I I EVERETT,WA 98201
<br /> - - - - 7. ITis IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH 0'-6'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS
<br /> Z j I I ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED 1
<br /> I I
<br /> I ON LEVEL SURVEY. ��.
<br /> I� RESIDENCE I -o I 9. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'-8'HEIGHT
<br /> a I 3008 LEONARD DR I 1 01 (MEASURED FROM BIFTG TO T/CONC)MINIMUM.
<br /> I EVERETT,WA 98201 m• 10.PARCEL DIMENSIONS NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER
<br /> I L> SNOHOMISH COUNTY iMAP.NOT TO BE USED FOR LEGAL PURPOSES.
<br /> 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY.
<br /> m! 12.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5-0"(UNO PER GEOTECHNICAL REPORT).
<br /> I I SITE PLAN LEGEND
<br /> I fl EXISTING RESIDENCE STRUCTURE HELICAL PILE REFUSAL CRITERIA:
<br /> TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL
<br /> CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS
<br /> 't-.,? j _ EXISTING ADJACENT STRUCTURE TO EXPERIENCE UPLIFT FLEXURE.
<br /> a I ; AREA OF PROPOSED WORK DRIVEN PILE REFUSAL CRITERIA:
<br /> CoI ADVANCEMENT OF THE PILE SHALL
<br /> Co
<br /> I ' PROPERTY LINE CAPACITY WITH A SAFETY FACTOR OFNOILESS THAN TWO.ADVANCEMENT SHALL BE ALTEDM IF MEDIATELYTHESTRUCTUREBEGINS
<br /> TO EXPERIENCE UPLIFT FLEXURE.
<br /> VERTICAL
<br /> I '_-- } ---- APPROXIMATE DIMENSION
<br /> 23'-6"I 10'-0" INSTALLATION/EXCAVATION NOTE: 3008 LEONARD DR
<br /> ALL REQUIRED HOLES FOR PILE INSTALLATION SHALL BE DUG BY HAND,SHALL NOT EXCEED 2'z2'z2',AND MUST BE IN ACCORDANCE WITH EVERETT
<br /> i I THE SEATTLE GRADING CODE.CONTRACTOR TO ENSURE THAT PROJECT STRUCTURE AND ADJACENT PROPERTIES AND STRUCTURES WA 98201
<br /> I I I Project Description ARE NOT IMPACTED BY THE INSTALLATION OF PILES.
<br /> I Foundation Stabilization/Jacking 9
<br /> I I j 3008 LEONARD DR L
<br /> .zl S220906-2XR
<br /> I EVERETT,WA 98201 XtlW 00.0-.H(7 53-14.1£1 JT
<br /> 9'L
<br /> I Legal Description \ L- ' s ,480 X MRT
<br /> I READY LAND CO S 1ST ADD BLK 012 D-00 XeW 00° a,• h3.0-,1 /1 NIHM Cr
<br /> j LOT 4 8 W 18FT LOT 5 e@ S 1Id 4£4 L z/ l"31w�"wits a. N 10/13/2022
<br /> 1 se0_ VVIrEiQo
<br /> I o I Parcel Tax I.D.No. m
<br /> PARCEL NO. I I 00553101200400 �: CI- C
<br /> 00553101200400 I I '►vl£1-
<br /> r ' b
<br /> 6£Z .
<br /> LEGAL DESCRIPTION I Height Calculations EJI- ;
<br /> READY LAND CO S 1ST 1 Survey not performed. -, x
<br /> ADD BLK 012 D-00-LOT 4&
<br /> W 18FT LOT 5 0
<br /> "
<br /> I I Lot Coverage by Buildings?Add _ .e'£1-
<br /> OWNER NAME&ADDRESS 1 VALENCIA EDWARD J& I I I Lot Size=0.12 acres=5,230 SF Jail ZIL I-
<br /> D01-Ilgels.£_�'� 'aaelo
<br /> CLETTENBERG NAOMI M Existing House=1,900 SF* !.-
<br /> 3008 LEONARD DR I i I slid I=WaI-I.E=-0-EVERETT,WA 98201 j j Bldg SF/Lot SF=36.3%` H£_
<br /> I 1 I Impervious Area PA L- P/C a/£L. a/£I-
<br /> I I j Existing Area=2,540 Sr B
<br /> • _ _ I Note:Impervious area to remain unchanged z,
<br /> „ —,,„�_ w,A I PRO RTY ----"'"-------.1 all.U P/£L. 17n L-
<br /> ---SEWER- —. „_ "_, —„�" uNE *approximate
<br /> ER
<br /> ,.-.,,,"- "" ----,,,,,---SE.,..-_,,,
<br /> """- .-, R&R LEVEL SURVEY z
<br /> See Structural Calculation Package for Additional Requirements Q N
<br /> 0_ Ln
<br /> w
<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN
<br /> 0)
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