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FOUNDATION NOTES SITE PLAN LEGEND I MAXO.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips
<br /> _ PILE SPACING&LOAD REQUIREMENTS TABLE
<br /> 1. VERIFY ALL DIMENSIONS ON SITE. HELICAL PILE REFUSAL CRITERIA: pi PILE k PILE TYPE I BTWN PILES END OFFSET ALLOWABLE LOADING 200%MIN VERTICAL CAPACITY LOCATION 'Sa T.'ugF,
<br /> I I EXISTING RESIDENCE STRUCTURE F
<br /> 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R8R LEVEL SURVEY. TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE - (MIN ULTIMATE CAPACITY) s�- * ,-
<br /> 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. ; EXISTING ADJACENT STRUCTURE 1-3-1 13-16,
<br /> 22,
<br /> ,21 14.0 k/PILE 28.0 k/PILE EXTERIOR I . W
<br /> HELICAL PILES........ .........._.....,..._.11SD-1.1 ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE "
<br /> r--1 6-9 HELICAL 6'-0" 13.0k/PILE 26.0 k/PILE DECK
<br /> ••••DRIVEN PILES__. ..............._....21SD-1.1 UPLIFT FLEXURE. AREA OF PROPOSED WORK 17-19 6'-0" 4.0 k/PILE 8.0 k/PILE GARAGE �� •
<br /> Ems
<br /> 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 27TH,2021.FOR ADDITIONAL --- --
<br /> INFORMATION.SPECIFICATIONS,AND REQUIREMENTS. DRIVEN PILE REFUSAL CRITERIA: ' _ i 20 11-0"Trib PER PLAN O..k/PILE _ 8 k/PILE _28.0 k/PILE I INTERIORGARAGE
<br /> 5. LEVEL SURVEY PER RSA REPAIR PLAN DATED MARCH 25TH,2021.REFER TO STRUCTURAL ADVANCEMENT OF THE PILE SHALL CONTINUE BEYOND THE MINIMUM EMBEDMENT DEPTH AND UNTIL A 2-6 12.0 k/PILE 24.0 It/PILE INTERIOR
<br /> CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR WORKING PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A CONCENTRIC „
<br /> ---- 13.0 k/PILE 26.0 k/PILE _INTERIOR
<br /> REPAIR PLAN. SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE APPROXIMATE DIMENSION 9--B
<br /> I 7-8 PER PLAN 24.0 k/PILE 48.0 k/PILE CHIMNEY
<br /> 6. MINIMUM PILE DIAMETER SHALL BE 2-718'. STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE.
<br /> NOTES:
<br /> 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±9-6'TOLERANCE TO /•/A
<br /> ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED /•/• a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
<br /> ING
<br /> THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. /•/* ` CAPACITY LOADING,MANUFACTURER. H INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL E MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED NOT
<br /> 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE B" �./•/• EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM
<br /> THICK MINIMUM WITH 2'-8'HEIGHT(MEASURED FROM BIFTG TO TICONC)MINIMUM. /- ; INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL 1'
<br /> /'/- THICKNESS PER ESR-3750. UJ
<br /> 9. PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.PROPERTY LINE AND /•/
<br /> • • ` b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" CI - 6
<br /> RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,'(APPROXIMATED PER SNOHOMISH COUNTY /•i•/ TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. a
<br /> /• C. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. c
<br /> GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. /• ` D Z p
<br /> .- d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. /./- OF THE ASSEMBLY. 1- W '
<br /> 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL REFUSAL.WHICHEVER /•/' - ;e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 0 W
<br /> /•/, o v a
<br /> IS SHALLOWER. �, ;( /
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<br /> /-/• D�� \I -- �.5� r WITHN 141E
<br /> - i•NE/•'• AREA OF WORK Na(✓an l � p/ mIE M SPtLE � 4 �FROMOPENING . J
<br /> ..... \r�- 12'-6rr n/ -hi� ��,to` ` • CENTER VILE ON
<br /> •/• pROpER t 6 ij`''�1k-C I' -1/4 -1/4 -1-11/2 1' d LOCATE PILO 314 • 3
<br /> /• _ ��,,L�rT++//AA{{ 2' WITHIN 3'-T' -'10
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<br /> -_ _-_-_________ __________ ���C, . I ` SeE JIPILES� LII , `r
<br /> .,...• 40'0° } I l l r 6" 31FIESB - 212 s ocMau �JI
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<br /> /• ' LOCATE PILE 'I`-e'0'Q>;MAX -' 4
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<br /> OWNER NAME 8 ADDRESS _ I ! ce U I I See Structural Calculation Package for Additional Requirements
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<br /> \ 1005 HARBOR VIEW LN �p +} '1` I Project Description
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<br /> �--- -� �' Legal Description
<br /> } �-} ! N. MAPLE HEIGHTS DIV 2 BLK 000 D-01-BEG
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<br /> o�'a I ______ %± MOST SLY COR LOT 4 TH NE ALG SLYLN
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<br /> �,/•/•'.'. `\ Parcel Tax I.D.No.
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<br /> •�./-'• 9 00505800000401
<br /> `\ ,/•/'/ �•/ ' \ \ Height Calculations
<br /> 4 \\ /.'•/-�R�.,•g. Is Survey not performed.
<br /> -14111111rAN)//k... p pE \
<br /> /•/./•,. P\ Lot Coverage by Building
<br /> ''s f Lot Size=0.34 acres=14,810 SF
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<br /> Existing House=2,300 SF*
<br /> -/,/•/• \ % Bldg SF/Lot SF=15.5%*
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<br /> / / • 1007 HARBOR VIEW LN .\ Impervious Area
<br /> '. • EVERETT.WA 98203 "
<br /> /. y , . _Rriri Impervious area to remain unchanged Z
<br /> pf:Vir�/Lit: F 'approximate w
<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. j� SITE PLAN
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