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�PROPERTYLM_ _ _ PILE SPACING&LOAD REQUIREMENTS TABLE <br /> I52'_v, - MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 'a.1rlu <br /> 200%MIN VERTICAL <br /> PILE# PILETYPE LOCATION �. . <br /> BTWN PILES END OFFSET ALLOWABLE LOADING CAPACITY " <br /> I I (MIN ULTIMATE CAPACITY) <br /> 1-2,9-14 14.0k/PILE 28.0k/PILE EXTERIOR '.S/ONALEN.' <br /> 3-5 HELICAL 6'-0" PER PLAN 17.0 k/PILE 34.0 k/PILE EXTERIOR <br /> 6-8 I F 11.0k/PILE 22.0k/PILE EXTERIOR <br /> I I NOTES: <br /> a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> 4 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT <br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> 6 INSTALLATION TORQUE RATING OF 8,30OFT*LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL <br /> 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 /> TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. <br /> C. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. <br /> 7 o d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART <br /> (:p 9 10 I OF THE ASSEMBLY. Q O Z <br /> e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. C7 <br /> 2 6 FOUNDATION NOTES I_�- W <br /> 1. VERIFYAILDINENSIONS ONSIIE. <br /> 2. FOUNDAIIONDINENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEMWALL.PER R8R LEVEL SURVEY. `J W Z <br /> 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INIFORNMMN Z Z Z <br /> I-IQ.ICALPI[E..........1/561.1 D o m <br /> 1 4. REFER TO STRUCRJRALCALCULATIONS PACKAGE DATED IULY23RD,2024,FOR ADDIIIONALINFORMAMON SPECIFICATIONS,AND REQUIRENENnS. J <br /> 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JULY I3TR 2024.REFER TO STRLY,'IURALCALCUTATIONS PACK06E FOR IVDDTFICATIONS AND ADDITIONAL <br /> REQUIREMENTS FOR REPAIR PLAN <br /> ��� 6. NE,04A4PILE IXANUIER SHALLBE 2-7/8" <br /> 7. IT IS ACCEPTABLE TO INSTALLPIIES AT THE SPACING SHOWN WITH±U-6"TOLERANCE TO AVOW FOR UNEXPECIID OBSTRLUHOM ENCOUNIEREDDURM <br /> ILE INSTALLATION PROVIDED THAT NO TWO ADJ AMU <br /> ATS E)LEED TEE SPACDC <br /> TATION AS P4DICATED ON <br /> SURVEY <br /> 8. FIELD VERIFY ALL EEMSTING SSTEMWALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8"THICKIVIINMLJMWI HZ-8"HEIGHC(NEASURIDFROME✓FTG TO <br /> T/COIF MNIMJM <br /> I I <br /> 9. PARCEL ANDRFSIDET,ICE IIJCA11PKi DIIVIINSIONS(WHHASTERLSP-)APPROXMAIIDPEP,SNDI-IOM6H COU[V1YM9P.NOT TO BE USED FOR LEGAL PURPOSES. <br /> �J 10.STIE FEATURES AND EXISTING STRLY,TURE.S ONADJACENF PARCELS NOT SHOWN FOR CLARITY. <br /> OI 11.PILES SHALL BE INSTALLED TO AMINIM IMEV]BEDIVEM'OF 5'-0"(UNO PER GEOTECTINIICALREPORT). <br /> •.tiro1 RI <br /> LET ICAL PILE REFUSALCRITERLA Q DESCz <br /> •� TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRALUC PRESSURE IS ACHHIEVEDTO PROVIDE THE SPECIFIED MNMLIMVERTICALCAPACITY WITH ASAM <br /> -15'-0"i RESIDENCE 14 <br /> II!TI FACTOR <br /> TOR OF NO LS TRW TWO ADVAVCCENENI SHALL BE HALTED AT�EDIATELYIF THE STRLY.'R7RE BEGINS TO EXPERIENCE UPLIFTFLI7LURE. _ <br /> 703 NILES AVE <br /> i EVERETT,WA 98201 <br /> N <br /> I � <br /> I I SITE PLAN LEGEND <br /> ❑ EXISTING RESIDENCE STRUCTURE <br /> PROJECT NAME <br /> EXISTING ADJACENT STRUCTURE 703 NM AVE <br /> cMv I AREA OF PROPOSED WORK r - EVERETT <br /> WA98201 <br /> PROPERTY LINE LOCATE PILE 3 1 '5, PROJECT NUMBER <br /> WITHIN Y 0" (3)PILES @- LOCATE PILE S240722-2XR <br /> 14'-0" I ---- APPROXIMATE DIMENSION FROM CORNER 6'-0"OC AX o+ WITHIN3'0" <br /> .5' 1 FROM CORNER <br /> S DRAWN BY-JT <br /> ! o I ¢ HELICAL PILE 2 (5j PILE6�i 11 <br /> 6-0-OC WAX <br /> o i tprl 6-�C CHECKED BY-M RT <br /> z 12 SHEET DATE-07/23/2024 <br /> i15'-0" IzC raclk ILES @ R =Existing Post SCALE <br /> i i m 1 314 6'0"OC MA Z Crack =3"He"Pile <br /> 13 <br /> 16'-0" <br /> i > � -z 'a <br /> Q ` 15, <br /> mN <br /> U I PARCEL�¢ 00561900600600202 } I <br /> ti <br /> LEGAL DESCRIPTION U I -1 1/ <br /> i RUCKER PARK ADD TO U <br /> 4 Aa <br /> EVERETT BILK 006 D-02- a¢ I Garage 3/8 —Gas <br /> THE S1/2 OF LOT 2 <br /> OWNER NAME&ADDRESS I <br /> KEARNS LEE&DEVEREAUX "- o .Porch (n <br /> JENNIFER A <br /> 703 NILES AVE <br /> EVERETT,WA 98201 I 15' < <br /> i 16' W <br /> 0 <br /> I I R&R LEVEL SURVEY <br /> '— '—'. ._._._._. PROPERTYLM See Structural Calculation Package for Additional Requirements 0 <br /> •527 - —-—-—- �.�.�.� Z I-_ <br /> 0 I) <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANCING OF SITE TOPOGRAPHY OR EXfSTNG DEVELOPED AREAS. SITE PLAN <br /> o O <br /> LL <br />