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4 <br /> 73RD ST SW '• <br /> PILE SPACING&LOAD REQUIREMENTS TABLE <br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> PILE is PILE TYPE PILES END OFFSET ALLOWABLE LOADING BIM PILES MIN VERTICAL CAPACITY LOCATION <br /> (MIN ULTIMATE CAPACITY) <br /> 1,7 7'-0" 11.0 k/PILE 22.0 k/PILE EXTERIOR <br /> 2-5 PER PLAN 16.0 k/PILE 32.0 k/PILE CHIMNEY <br /> HELICAL PER PLAN <br /> PROPERTY LINE 3-4 PER PLAN 18.0 k/PILE 36.0 k/PILE CHIMNEY <br /> -------"---"-"---"-"-"---- ---"-"---"-----------�.-.-.--� 6 <br /> NOTES: <br /> 7'-0" 7.0 k/PILE 14.0 k/PILE INTERIOR <br /> 75'-0"' <br /> 4ANt <br /> a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> I <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING W <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 Q . 6 <br /> INSTALLATION TORQUE RATING OF 8,300FT"LBS FOR A 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL i..- a <br /> THICKNESS PER ESR-3750. z o <br /> 30' ¢ b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" I- w m <br /> 0I 6 y I TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. z <br /> m I• w , c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. 0 <br /> ti rr c0i I U. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART W <br /> <; O< M I OF THE ASSEMBLY. Z W <br /> z I e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. O Z z <br /> rn I w <br /> I I J <br /> i I1 I �4' 23'-6" 'I' 1 <br /> t FOUNDATION NOTES ,/�� <br /> 32'-� " 1 1-011 1. VERIFY ALL DIMENSIONS ON SITE. '� <br /> r ` 1 <br /> 2.• <br /> FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. <br /> 2 I 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 1141111,1 <br /> I 4)-3 <br /> I <br /> HELICAL PILE..........115D-1.1 <br /> .. - I 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JULY 13TH,2023.FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. <br /> 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED APRIL 17TH.2023.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND <br /> 04 I ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. <br /> I 6. MINIMUM PILE DIAMETER SHALL BE 2-718'. <br /> uO o 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'-6'TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED <br /> E / �, <br /> N L'RESIDENC5 73RD ST SW (E)CHIMNEY (E)GARAGE I 0&., DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. <br /> E!ERETT.WA 98203 N I t 3 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8"THICK MINIMUM WITH T-8"HEIGHT(MEASURED FROM <br /> 7. ¢k BIFTG TOT/CONC)MINIMUM. <br /> -- I 0.6 I w o Ill <br /> 8. PARCEL AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY NAP.NOT TO BE USED FOR LEGAL <br /> l I ,y Z N j PURPOSES. <br /> v 0 • I> w 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. <br /> 5 •0 <br /> I w 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5-0"(UNO PER GEOTECHNK;AL REPORT). <br /> O <br /> } L_ I a HELICAL PILE REFUSAL CRITERIA: <br /> 1-5'-0',�' 56'-0" 7� At' I TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH 216 73RD ST SW <br /> I I A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. EVERETT <br /> I I <br /> (E)DECK WA 96203 <br /> I I i_ __..__ '.-- - S230503-1XR <br /> C I I Back JT <br /> ,, <br /> E N I 4 Decking • <br /> 0 I "'t Slab Walkway Slab Walkway <br /> -6 I I } 12' 7 •43' Access MRT <br /> `-y' I I ' 1 4 11,. r r B -I -1,4 07/13/2023 <br /> 0 I I o I <br /> E w O I I N 6C 7-0PAC MAX <br /> 0 co <br /> I b SITE PLAN LEGEND I '_, Garage -2 1`4 1.2 1/4 ,„,.1 <br /> -3/0ro <br /> ' Cr 0.3 i I I I Crac V,4 5 A, LOCATEsPILE UNDER Ij' <br /> EXISTING RESIDENCE STRUCTURE m 4 a 1BCHIMNEY GAT -1/4 - <br /> d I x ° CHIMNEY: TRIP FTG H <br /> n0 W I PARCEL NO. EXISTING ADJACENT STRUCTURE 3 CORNER N <br /> cr .0 J I 00453200001100 I 3 • <br /> �=Existing=3"Helical <br /> Crack In Foundation <br /> CL Q. _� LEGAL DESCRIPTION , AREA OF PROPOSED WORK I -t ti4 2 .1 •4�� -y, <br /> d - V I GARDNER MANOR BLK 000 I 12' •i,1.7 i 00 <br /> Q Z \ I D-DO-LOT 11 * PROPERTY LINE I LOCATE PILES Power 1 Crack 23S <br /> 7 <br /> Z <br /> N I OWNER NAME&ADDRESS WITHIN 2'0"OF LOCATE PILE <br /> y\ JAMES OLIVIA - APPROXIMATE DIMENSION I CHIMNEY SIDES WITHIN 3'-0" <br /> E a I 216 73RD ST SW I <br /> pE 1 I EVERETT.WA 98203 4). HELICAL PILE I FROM CORNER <br /> C� <br /> o \ I I R&R LEVEL SURVEY <br /> 8 LN I I See Structural Calculation Package for Additional Requirements <br /> gI 75,-0"* <br /> z PROPERTY LINE Q N <br /> d cr) <br /> W <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN F= <br /> Cn <br />