7702 RAINIER DR 2023-04-07 - Laserfiche WebLink

a) PILE SPACING&LOAD REQUIRMENTS TABLE FOUNDATION NOTES as 17)O PILE MAX O.C.SPACING,ft ' MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 1. VERIFY ALL DIMENSIONS ON SITE. a. m pLE- BTWN END I 200%MIN VERTICAL CAPACITY LOCATION 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. m U O z TYPE ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: r1.y PILES OFFSET A �� Typical HELICAL 6'0'UNO PER PLAN 9.0 kip 18 0 kip TYP HELICAL PILES 1/SD 1.7 ILI / \� 1-3 HELICAL 8'-C LINO PER PLAN 12.0 kip 24.0 kip TYP - - HELICAL PILES WITH CHANNEL 2/S0-1.1 ..- - STEEL CHANNEL 3/SD-1.1 NOTES: 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED MAY 26.2021,FOR ADDITIONAL I I I I I I a MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION *, r 4; TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. -. 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 MARCH 29,2021.REFER TO STRUCTURAL INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. 42' b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'TRU-FORCE UNDERPINNING BRACKET IS 6 MINIMUM PILE DIAMETER SHALL BE 2.7/8'. • , LIMITED TO 30 KIPS. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0-6"TOLERANCE TO ALLOW c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH ESR-3750. O O FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO ,- r O d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. ;CO. ix Z e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. O_Y 'Z w = r 8. IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST ^�IZC g N_i� x :LK tag `� ' SUPPORTING PILE EA END. f CJ co Q- Ln CO g+ 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH U J w r 5I8'DIAM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM Q } pp J O iE 0 SPACING 12'O.C.WI MIN.4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE Li 00 p CENTER LINE OF THE CHANNEL Z o V r Ni 1Z * N CJ N Fw- N Q CV r O N 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8' W X a M 0 b ' r N. O THICK MINIMUM WITH 2-8'HEIGHT(MEASURED FROM BIFTG TO T/CONC)MINIMUM. (� z co UO.. OJ to PARCEL NO. 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS 8 V w w U - 00393600100501 TAXSIFTER INCLUDING THE SELECTED PARCEL PROPERTY DIMENSIONS ARE APPROXIMATE FOR z W Z dO N'Tia `� M C. 16 X * REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE NOT TO BE USED FOR LEGAL PURPOSES OR IN O O in PLACE OF A FIELD SURVEY. J v Q OO LEGAL DESCRIPTION �p N 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 0 r r I SITE PLAN LEGEND Section 07 Township 28 Range 05 Quarter O SE BEVERLY HOME TRACTS DIV 1 BLK 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF S-0'OR UNTIL REFUSAL,WHICHEVER IS- J� + n EXISTING RESIDENCE STRUCTURE 001 D-01 LOT 1 TGW EQ&UND INT IN TR SHALLOWER. • Ln 2 v yJ 1 ilk Zb 9� 999 PER CITY EV SP PROD NO N HELICAL PILE REFUSAL CRITERIA II n EXISTING ADJACENT STRUCTURE BEING-2015OT REP AFN 202003065001 ��` BEING PTN LOT 5 SDPLAT TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE ' /` A' T THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. XVW C O..0-.9I�Sd�ld(£) XHW'C O .0 8 @7 S3�Id(£) j AREA OF PROPOSED WORK ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT OWNER NAME&ADDRESS FLEXURE. R&R LEVEL SURVEY ---- PROPERTY LINE KOTSON TYLER 7702 RAINIER DR, SEE STRUCTURAL CALCULATION PACKAGE * APPROXIMATE DIMENSION ' EVERETT,WA 98203 FOR ADDITIONAL REQUIREMENTS - (E)RESIDENCE 42'-0" 7624 RAINIER DR. EVERETT.WA 98203 '' \_— . ... 7702 RAINIER DR, EVERETT,WA 98203 Ui Lu ~3 <` -._-___-_-_-_ P_IWEERTY LINE _ — —'— —" 9 7_y. S210611-2XR • ,(E)STRUCTURE I AY o ACbESS I cc FY i 1I? Q SEWER +SEWER I MRT w I 26'-0"* I (E)RESIDENCE z_I WATER WATER 7702 RAINIER DR, 1�r o L? 8 PRIMARY 06/30/2021 i. • w Ce N O EVERETT,WA 98203 ENTRANCE Eip wlo I w'b I w @) Q-im w,o a; SITE PLAN ;co Z v) _-_-____________-____- PROPERTY LINE_A' a d 97'-0"* 3 I v 7 • w AREA OF WORK )i' a 3 A (E)RESIDENCE / N 6 C6 C6 y 7706 RAINIER DR. �J—(3)PILES @ 6'-0"O.0 MAX-4 .)'(3)PILES @ 8'-0"O.0 MAX— ir EVERETT.WA 98203 4/k)i" ' LOCATE PILE WITHIN LOCATE PILE WITHIN 1'-0"MAX OF CORNER 6'-0"MAX OF PILE OVERALL PARCEL PLAN z r 7, a w H- NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN