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CD PILE SPACING&LOAD REOUIRMENTS TABLE FOUNDATION TES <br /> MAX O.C.SPACING,fl MIN VERTICAL CAPACITY,dye PROOF TESTING LOAD,lips <br /> 50.5' ' PILE* P&.E TYPE BTWN END ALLOWABLE LOADING290%MN VERTICAL CAPACITY(MIN LOCATION 1. VERIFY ALL DIMENSIONS ON SITE. <br /> _ _ _ PILES OFFSET ULTIMATE CAPACITY) 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL <br /> m co Ee- j • <br /> Typral [HELICAL PER PLAN PER PLAN 90 lap 180 h "YF SURVEY. , <br /> 1, r <br /> NOTES: 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: <br /> Co <br /> A a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION HELICAL PILE WITH PILE CAP... 1ISD-1.1 r Sro 1.E.• <br /> • <br /> TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 27,2021,FOR ADDITIONAL <br /> a2 A w Isi, INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. <br /> - INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2.78 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED MARCH 23.2021.REFER TO STRUCTURAL <br /> A O - 0° _. b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'TRUFORCE UNDERPINNING BRACKET IS <br /> LIMITED TO 30 KIPS. CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. <br /> +� I c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC..IN ACCORDANCE WITH ESR-3750. 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. <br /> . a `W d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'-6'TOLERANCE TO ALLOW <br /> A e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO <br /> �. (4)HELICAL PILE TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. <br /> LOCATED UNDER MOST <br /> 01•• 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST <br /> w SUPPORTING PILE EA END. <br /> L. <br /> , • co _ 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 1'1 <br /> ,9E ,9 5/8"DIAM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM W <br /> V N N SPACING 12'OC W/MIN 4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE Q 0 z <br /> CENTER LINE OF THE CHANNEL. <br /> L7 <br /> N <br /> 1f' SITE PLAN LEGEND 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8" `Z o <br /> V Ul S.b N THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED FROM B/FTG TO TICONC)MINIMUM. <br /> EXISTING RESIDENCE STRUCTURE i 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& rc <br /> �} z <br /> T ® O N 4AY TAXSIFTER INCLUDING THE SELECTED PARCEL.PROPERTY DIMENSIONS ARE APPROXIMATE FOR 1 w <br /> IIII II D EXISTING ADJACENT STRUCTURE REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN O z <br /> C.? rtT11� <br /> O W m— PLACE OF A FIELD SURVEY. W w <br /> O 2 ^ p C) ) AREA OF PROPOSED WORK <br /> m C g ---' 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. —I <br /> N m Z ---- PROPERTY LINE 1 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL REFUSAL,WHICHEVER IS <br /> -D -0 0 m F. <br /> SHALLOWER. <br /> m c� ^ v APPROXIMATE DIMENSION <br /> Co <br /> '00 0 HELICAL PILE REFUSAL CRITERIA: <br /> TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE <br /> --- THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. 't/� <br /> �� <br /> PARCEL NO. ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT <br /> R&R LEVEL SURVEY 00437043300400 FLEXURE. <br /> SEE STRUCTURAL CALCULATION PACKAGE <br /> FOR ADDITIONAL REQUIREMENTS LEGAL DESCRIPTION <br /> EVERETT DIV B PLAT OF BLK 433 D-00 <br /> -LOTS 4&5 Land and Improvements <br /> Active,Locally Assessed <br /> Tax Code Area 00010 <br /> OWNER NAME&ADDRESS 50'-6" / <br /> COOK JOSEPH M&HEATHER M <br /> 2107 RUCKER AVE <br /> EVERETT,WA 98201 <br /> (E)RESIDENCE w <br /> 2105 RUCKER AVE, 0 2107 RUCKER AVE. <br /> I EVERETT.WA 98201 w <br /> (E)RESIDENCE EVERETT.WA 98201 <br /> r 2105 RUCKER AVE. Ir <br /> w <br /> a w <br /> EVERETT WA 98201 w <br /> 3 1 <br /> I �iK ►ll <br /> JS210409-4XR <br /> - 4 2 1 <br /> 0 <br /> W ffi N FY <br /> I- <br /> 30 <br /> 3 r------_—�_PROPERTYLINE____ " MRT <br /> w o <br /> ' 8'-0"*- 121'-O"* �6�� -"-'"- (4)HELICAL PILE LOCATED UNDER POST <br /> 26'-0"* X I M 06/27/2021 <br /> W0 2 WATER— J U w DECK\___ <br /> 3[ w I, co <br /> (E) <br /> °' z <br /> I m� (E)GARAGE I I PRIMARY (5)HELICAL PILE LOCATED UNDER POST <br /> lo ce <br /> w ENTRANCE <br /> ui — o w'o,� <br /> a i <br /> ! SITE PLAN D . n <br /> ! PROPERTY LINE ce. I \ �' <br /> w ,- - - - - - - - - - - a 1 <br /> o re <br /> 121'-0" <br /> 3 AREA OF WORK <br /> � co o \ <br /> I V I <br /> cr <br /> • <br /> a E)RESIDENCE <br /> 2111 RUCKER AVE •4 �• �1 <br /> EVERETT.WA 98201 I <br /> OVERALL PARCEL PLAN X l 36'-0" X 14'-6" / <br /> a <br /> CITY OF EVERETT <br /> w <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. 3A <br />