|
Q - PILE SPACING&LOADREQUIRMENTSTABLE FOUNDATION NOTES
<br /> a u MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 1, VERIFY ALL DIMENSIONS ON SITE. .
<br /> J b w a m m PILE S PILE BTWN END 200%MIN VERTICAL CAPACITY LOCATION 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY.
<br /> W—O w 1 i ' Typical HELICAL. 6'-0'UNO PER PLAN 9.0 kip ( 18 0 kip m TYP 3. REFER TO HELIHE CAL PILE.G DETAILS FOR ADDITIONAL INFORMATION: 1/SD-1.1 �',`-, f,✓X.
<br /> . — W m TYPE ALLOWABLE LOADING
<br /> WZ Z g' PILES OFFSET MIN ULTIMATE CAPACITY)
<br /> U (� XVIN `0'O..O-.9" .. a ii 4-7 HELICAL 8'-0'UNO PER PLAN 9.0 kip 18.0 kip TYP HELICAL PILE WITH WITH ANGLE ......... ...........2ISD•l.1 i ;'
<br /> 0 ly- §S31Id(E) L 1 -4 U L'
<br /> �c ro STEEL ANGLE...................................................................................3lSD-1.1
<br /> $ a g NOTES: 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JULY 21,2021,FOR ADDITIONAL INFORMATION,
<br /> a ,+ a MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION
<br /> 3 3 3 TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM SPECIFICATIONS,AND REQUIREMENTS.
<br /> rn 84 3. 1 c T e INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED APRIL 28,2021.REFER TO STRUCTURAL CALCULATIONS
<br /> �Q —. — , �4`-i a.; .a- 5' INSTALLATION TORQUE RATING OF 8,300FT'LBS FORA 2-7/8 INCH DIAMETER HELICAL FILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN.
<br /> t —', b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/8'TRU-FORCE UNDERPINNING BRACKET IS 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'.
<br /> -I� `.i LIMITED TO 30 KIPS.
<br /> '14' 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±C1E'TOLERANCE TO ALLOW FOR
<br /> Lv a HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR3750.
<br /> 8.5' d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO
<br /> M ,a, e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY.
<br /> W U .I 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST
<br /> -ET_o i°.i c v '�S; Z .E. SUPPORTING PILE EA END.
<br /> _I
<br /> _ 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5/8'DIAM.
<br /> Q "' XVIN .0'9 0 'g SIMPSON MEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12'O.C.WI 0 z
<br /> d0 S3lld(C) MIN.4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE 0
<br /> JI a m V ' CHANNEL
<br /> a' ^ ' i`� 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK t— W E.
<br /> •• + vl • MINIMUM WITH 2'4'HEIGHT(MEASURED FROM BIFTG TOT/CONC)MINIMUM. {z
<br /> p r! N !S3
<br /> •-�rt--+--- - 4 _,, __ p 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& ]w
<br /> o. • S i .9-9 .LE ,I-g TAXSIFTER INCLUDING THE SELECTED PARCEL PROPERTY DIMENSIONS ARE APPROXIMATE FOR Z W!z
<br /> a c REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN O O I
<br /> PLACE OF A FIELD SURVEY.
<br /> • • 4 a W 2 SITE PLAN LEGEND 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY.
<br /> 4 -LI• CL 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 6-0'OR UNTIL REFUSAL WHICHEVER IS
<br /> °1.-
<br /> ,z n EXISTING RESIDENCE STRUCTURE SHALLOWER.. • ,i \
<br /> �a ' ,S'ZZ U�OU EXISTING ADJACENT STRUCTURE HELICAL PILE REFUSAL CRITERIA: t/i
<br /> OW TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAUUC PRESSURE IS ACHIEVED TO PROVIDE ..\,
<br /> S 0 I AREA OF PROPOSED WORK THE SPECIFIED MINIMUM VERTICAL CAPACITY WITHASAFETYFACTOROFNOLESSTHANTWO. `.
<br /> ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT
<br /> R&R LEVEL SURVEY ---- PROPERTY LINE FLEXURE.
<br /> SEE STRUCTURAL CALCULATION PACKAGE
<br /> *
<br /> FOR ADDITIONAL REQUIREMENTS APPROXIMATE DIMENSION
<br /> I. LOCATE PILE WITHIN
<br /> 2'-0"MAX OF CORNER
<br /> AREA OF WORK (E)RESIDENCE
<br /> 1432 GRAND AVE
<br /> (3)PILES @ 6'-0"O.C.MAX •
<br /> EVERETT,WA 98201
<br /> 6 1434 GRAND AVE,
<br /> - •-• -• 0•-•-•-! 64.-3" f5'-0"� -•---------------._._ _-- -•_
<br /> - - -, - - - - - - - -•----- - - - EVERETT,WA 98201
<br /> r PROPERTY LINEi L—4c L \ - - - -i
<br /> a 1 14
<br /> I i ! PARCEL NO. I �-i i ; S210630-0XR
<br /> 1 i , PRIMARY Z! 00475331100006 1 Q FY
<br /> U I SITE PLAN > i 3 p
<br /> Oo i iO i v ENTRANCE �i LEGAL DESCRIPTION y Z
<br /> (E)RESIDENCE i HILTONS 1ST ADD TO EVERETT BLK -r I g MRT
<br /> 0° co• I 1434 GRAND AVE, 1L1 311 D-06-S 50FT OF N 281 FT BLK A
<br /> N i LOCATE PILE WITHIN I EVERETT,WA 9820E �i - sR_
<br /> CD W i r 0 OWNER NAME&ADDRESS R 07/21/2021
<br /> I
<br /> i 1'-0"MAX OF CORNER i c a! SIEDENBURG CLINTON T&TRACEY F • uy;; • • 8 R
<br /> 0 i i - ! 1434 GRAND AVE, a 1 a
<br /> i v i I EVERETT,WA 98201 (E)DECK • • • • • • 'io�DRIV: �AY
<br /> 1 ..--7. O i'O ACCE S
<br /> \1 — }� • \ st 1 WATER , WATER=•--S-WAIER.�-WATER WA. R IgATER—WATER-
<br /> •
<br /> 1 1 —SEWER SEWER—SEWER—SEWEE—SEWER-- -S6,v6a. ...-.5 EF—SEWER—SE`FR—SEWER—SEWER----SEWER, SEWERT•SEWER -SSW R' 8EWeft •SE '--
<br /> 3 PILES ,I, ! •4 L•- -•-•. -•6(0':O.C.MAX._. 1 ------- •---•-----•--------SRO 5£RTY'LINE' 1 I
<br /> -0"* I
<br /> I ,- w
<br /> -
<br /> (E)DECK N4 */°'`
<br /> (E)RESIDENCE i
<br /> I' EVER GRAND AVE
<br /> A 6'-0"/ �F 57'-0" X 5'-0"�I' A EVERETT,WA 98201
<br /> 3'-0" OVERALL PARCEL PLAN
<br /> z
<br /> Q_ Cl)
<br /> w
<br /> , I—
<br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ,I 1
<br />
|