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• <br /> a <br /> PILE SPACING&LOAD REQUIREMENTS TABLE <br /> JEFFERSON PL MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips I PROOF TESTING LOAD,kips <br /> PILE#PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION <br /> r_._._._._' PROPERTYLINE MINN PILES END OFFSET ALLOWABLE LOADING ) !? , <br /> (MIN ULTIMATE CAPACITY <br /> I 82'-0"• �• 1-2,5 8'-0" 5.0 k/PILE 10.0 k/PILE GARAGE• <br /> c• f°; <br /> I •� 3 4 HELICAL 8 0 PER PLAN 7.0 k/PILE 14.0 k/PILE GARAGE roNa- '• <br /> j I 6-7 7'-0" 11.0 k/PILE 22.0 k/PILE EXTERIOR <br /> 8-9 8'-0" 10.0 k/PILE 20.0 k/PILE GARAGE <br /> I j NOTES: <br /> j a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> v 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 /> to I EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> INSTALLATION TORQUE RATING OF 8.300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL <br /> I <br /> THICKNESS PER ESR-3750. <br /> a a I b. FOR HELICAL PILES.PER IDEAL GROUP DWG NO.:278TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" <br /> I 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 /> --- -16'O" _ I A A. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART Lll <br /> j t-- y I OF THE ASSEMBLY. a <br /> } <br /> 2H O' • `J 3 w I e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> 16'0" I a< j -41161t1• FOUNDATION NOTES I- W N ❑Q <br /> j I4) 1. VERIFY ALL DIMENSIONS ON SITE. !SI tt <br /> j2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. �\.7J/ W z <br /> 14.-0"�'r 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: L z Z <br /> I (E)CHIMNEY L_�� i HELICAL PILE.................................1/SD-1.1 O Q <br /> HELICAL PILE W/CHANNEL........_215D-1.1 <br /> I 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 29TH,2023,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. <br /> A RESIDENCE I 5, LEVEL SURVEY PER R&R REPAIR PLAN DATED AUGUST 25TH,2023.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND <br /> I 2118 JEFFERSON PL <br /> EVERETT,WA 98203 ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. <br /> i 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. '%. <br /> j9 j I 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6"TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED ♦� <br /> Oi I DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. '�^ <br /> (E)GARAGE j 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6"PAST SUPPORTING PILE EA END. ` <br /> •8 •1 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5l8"DIAM,SIMPSON TITEN HD SCREW ANCHORS(OR <br /> �� I APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12"0C WI MIN 4"EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF �' <br /> I NMI 44'0° •� 6 11 :I: <br /> THE CHANNEL. <br /> 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED <br /> 11111111 •I 2 I FROMC BL M T/ C) EDB, <br /> 5 7 11.PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,') <br /> �_ _ 5'-O" APPROXIMATED PER SNOHOMISH COUNTY iMAP AND SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TO BE <br /> jI USED FOR LEGAL PURPOSES. <br /> I12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. <br /> I 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"(UNO PER GEOTECHNICAL REPORT). <br /> I IIv <br /> m, I HELICAL PILE REFUSAL CRITERIA: <br /> z I P' - TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH <br /> --1. - '44f I a A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br /> MI Ia <br /> I 2118 JEFFERSON PL <br /> I I '.....\............ EVERETT <br /> I WA 98203 <br /> j (E)RETAINING WALL I <br /> I <br /> S230503-2XR <br /> j I t <br /> MAX V <br /> I I LOCATE PILE C6 8.2OCHANNEL LOCATE PILE JT <br /> j WITHIN 3'-0" WITHIN 3.-0" <br /> I FROM CORNERtib. 4 FROM CORNER M RT <br /> cs) <br /> c I SITE PLAN LEGEND I co I <br /> ' 08129/2023 <br /> 8-0"OC MAX W/C6x82 CHANNE s TTo-S Ira <br /> I I 1 EXISTING RESIDENCE STRUCTURE } (, I <br /> I CR T-0"OCM- ,. <br /> I EXISTING ADJACENT STRUCTURE (3)PILES @ 8'-0"• MAX • c a -MOW'W' Basement <br /> " <br /> j ___ W C6x8.2 CHA EL Y Yo <br /> I I <br /> j AREA OF PROPOSED WORK ,,& <br /> PARCEL NO. I PROPERTY LINE - " "'` p <br /> I 00512300000202 <br /> LEGAL DESCRIPTION - APPROXIMATE DIMENSION 6' <br /> j MAYNARDS PLAT BLK 000 D-02-W j <br /> 30FT LOT 2&E SOFT LOT 3 ¢ HELICAL PILE <br /> I <br /> ® '-�°""�'"" <br /> I OWNER NAME&ADDRESS N <br /> REITZ SUSAN&DENNIS I ® C6x8.2 CHANNEL o.3-Helical Pd. <br /> 2118 JEFFERSON PL .Existingc.a. Founneuon <br /> j <br /> t..M Pad <br /> EVERETT.WA 98203 Br.... <br /> SUM I I M <br /> Sm WM 6,7 <br /> Fo" algn Food g 1T <br /> jJOAN spaces a"0.0 <br /> _......_._._._._•_•_•_ _ _ _ _ _ -----...-..-.---.- <br /> PROPERTY B2 8 j R&R LEVEL SURVEY <br /> 1 • LINE '-'-•-•-•_ ._._._,_•_•_� See Structural Calculation Package for Additional Requirements Z <br /> a fV <br /> O_ (n <br /> LLJ <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN I-- <br />