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PILE SPACING&LOAD REQUIREMENTS TABLE ..
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<br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips ;'aS,, ��
<br /> -"°'°'-"^',-.*�-,,,,a,-,�,a,- PILE# PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION r <
<br /> _ LEONARD DR BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY)
<br /> r-w^ �.-_w--_. W PROPERTY LINE gyp- -w ----w•'•p-"""'-'""""-•^,,,-••7, 1,5,12-14 8'-0" 10.0 k/PILE 20.0 k/PILE EXTERIOR •s fig*
<br /> __ - •• •roKa�•,
<br /> - -•-•---� �58�-p��+ '-'-- --•-.- a. 2 8'-0" 18.0 k/PILE 36.0 k/PILE EXTERIOR
<br /> I rn I N 3-4 HELICAL N/A PER PLAN 16.0 k/PILE 32.0 k/PILE CHIMNEY _
<br /> o ' w Project Description 6 7 8'-0" 9.0 k/PILE 18.0 k/PILE EXTERIOR
<br /> lk I `° I aQ i Foundation Stabilization/JackingI-4A* 8-11 8'-0" 11.Ok/PILE 22.Ok/PILE PORCH
<br /> 3010 LEONARD DR mom
<br /> 3' f 12.0, I EVERETT,WA 98201 a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> X '1 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
<br /> I CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> I• 1 I I Legal Description EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> p I INSTALLATION TORQUE RATING OF 8,300FTLBS FOR A2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
<br /> I in I_ READY LAND CO S 1ST ADD BLK 012 D-00 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 /> ,,`I I ,, 12=0" .' I -E 7FT LOT 5&ALL LOTS 6&7 TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. W
<br /> ---1� c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. 0 }
<br /> d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> I 1 ! I Parcel Tax I.D.No. OF THE ASSEMBLY. D H w
<br /> I a. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. Z D
<br /> -;1 i 00553101200500 I- W Z
<br /> _' (E)CHIMNEY I Height Calculations FOUNDATION NOTES ( 11/ Z
<br /> I Survey not performed. 1. VERIFY ALL DIMENSIONS ON SITE. O Z w
<br /> I 1 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY.
<br /> I Lot Coverage by Building 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: J
<br /> HELICAL PILES.......................................1/SD-1.1
<br /> o Lot Size=0.16 acres=6,970 SF
<br /> ' - I 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUSY 26TH,2021,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND
<br /> !� Existing House=1,250 SF' REQUIREMENTS.
<br /> 3010 LEONARD DR I I 1 I Bldg SF/Lot SF=18.0%' 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED AUGUST 6TH,2021.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS ,'�
<br /> EVERETT,WA 98201 I .,...,-
<br /> ‘-7' I AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. '
<br /> I I Impervious Area 6. MINIMUM PILE DIAMETER SHALL BE 2-7AL'
<br /> P 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS
<br /> I I Impervious area to remain unchanged ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING(IMITATION AS INDICATED
<br /> 33 I I ON LEVEL SURVEY.
<br /> o' RESIDENCE 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'-8'HEIGHT
<br /> m I- 3010 LEONARD DR I *approximate (MEASURED FROM BIFTG TO TICONC)MINIMUM.
<br /> EVERETT,WA 98201 I 9. PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS
<br /> r^I I SITE PLAN LEGEND (WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES.
<br /> 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY.
<br /> I //' Iw I I EXISTING RESIDENCE STRUCTURE 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5-0'OR UNTIL REFUSAL,WHICHEVER IS SHALLOWER.
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<br /> • EXISTING ADJACENT STRUCTURE HELICAL PILE REFUSAL CRITERIA:
<br /> ZI¢ __ TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL
<br /> ' \ I }� 10 AREA OF PROPOSED WORK CAPACII'YWITH A SAFETY FACTOR OFNO LESS THAN TO.WADVANCEMENTSHALLBEHALTEDIMMEDIATELYIFTHESTRUCTUREBEGINS
<br /> 5'-O" a TO EXPERIENCE UPUFT FLEXURE.
<br /> 11
<br /> /o ` 0 I PROPERTY LINE
<br /> 1
<br /> k } i -- APPROXIMATE DIMENSION 3030 LEONARD DR
<br /> 17'0" L
<br /> 1\ 26'-0" 7 8310100 WOUd OL 6
<br /> .0-.8 NIHIIM a •ZL ` 83NOO N tl� EVERETT
<br /> 31ld 31tl001 Ai_ XYW Slid 31V3O1
<br /> WA 98201
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<br /> PARCEL NO. 1 SLi3Ntl00 S210812-2XR
<br /> (E) _ N33M138' Z' XVW •
<br /> iSTRUCTURE 00553101200500 i E Slid 831N30 ' �••0-.9 =Sep
<br /> LEGAL DESCRIPTION I
<br /> I I g I13NHOD p•4 JT
<br /> READY LAND COS 1ST ADD I I 0li dIW.S'A3NWIH
<br /> BLK 012 D-00-E 7FT LOT 5 8/E Z-
<br /> 1 &ALL LOTS 6&7 IV Old A0NINIH0! E M RT
<br /> )(VW 00.A-.9 b/L Z- 3lld 31V0o1.4 S311d(4) -13u30161(1
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<br /> I S301SA3NWIHO 08/26/2021
<br /> I 1 OWNER NAME 8,ADDRESS I AO.0-8 NIHlIM
<br /> I WEIDNER CASEY D i I 4/E •L S311d 31tl001
<br /> 3010 LEONARD DR
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<br /> EVERETT,WA 98201 I Z/1 1
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<br /> i I 2018 WALNUT ST ase9 lsOd a14eLsnIPV X4= El 1-L l
<br /> }S EVERETT.WA 98201 9I!d Ip0!IeH'U!E=
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<br /> (E)STRUCTURE I ' (E)STRUCTURE I ,
<br /> i i • ,. EVERETT Z/L
<br /> REVIEWED FOR PERMIT N Li,
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<br /> •"-°m°- -°"�- R&R LEVEL SURVEY
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<br /> See Structural Calculation Package for Additional Requirements N
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<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~-
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