8221 XAVIER WAY 2022-08-11 - Laserfiche WebLink

15' PILE SPACING&LOAD REQUIRMENTS TABLE FOUNDATION NOTES MAX 0.C.SPACING.ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD.kips 1. VERIFY ALL DIMENSIONS ON SITE 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER MR LEVEL SURVEY. PILE* PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION BTWN PILES END OFFSET ALLOWABLE LOADING 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: y ' (MIN ULTIMATE CAPACITY) HELICAL PILE WITH CHANNEL.......................................................1/SD-1.1 %9 ; . / c= 14' STEEL CHANNEL..............................................................................2JSD-1.1 �* —CO:*- TY iCal HELICAL 8'-0'UNO PER PLAN 14.0 ki 28.0 ki PER PLAN P P P 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED DECEMBER 31,2021,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. N NOTES: 5. LEVEL SURVEY PER RBA REPAIR PLAN DATED OCTOBER 14,2021.REFER TO STRUCTURAL �_ a MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION d N TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 6. MINIMUM PILE DIAMETER SHALL BE 2-7/0. • INSTALLATION TORQUE RATING OF 8,300FT•LBS FORA 2-7I8 INCH DIAMETER HEUCAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0-6'TOLERANCE TO ALLOW FOR b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2718'TRU-FORCE UNDERPINNING BRACKET IS UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO • LIMITED TO 30 KIPS. 8.5' • ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. _ c.HEUCAL ASSEMBLES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. 6' , =3"Helical Pile d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST �— -1/4 e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SUPPORTING PILE EA END. o ' 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5/8'DIAM. SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12'O.C.W/ W i, - - - MIN.4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE o I` Iv SITE PLAN LEGEND CHANNEL. a } 6 1 1 'I. X ' ' 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK D Z o N • EXISTING RESIDENCE STRUCTURE MINIMUM WITH 2-8'HEIGHT(MEASURED FROM B/FTG TO TICONC)MINIMUM I— W `e Y. 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS 8 �j z lB 5 o EXISTING ADJACENT STRUCTURE TAXSIFTER INCLUDING THE SELECTED PARCEL PROPERTY DIMENSIONS ARE APPROXIMATE FOR 0 H w • REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN Z W -1 - 1!2--i' I AREA OF PROPOSED WORK PLACE OF A FIELD SURVEY. 0 O @)-112 C• 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. II'41n ---- PROPERTY LINE 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL,WHICHEVER IS _1 12' SHALLOWER GaF a * APPROXIMATE DIMENSION \; (2)PILES @ s Q HELICAL PILE REFUSAL CRITERIA: 18' I8''-0"O C.MAX TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE in ' 1 1Ls I 4-2 ,�3 LOCATE PILE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. '1./9 ll WITHIN 3'-0"MAX { 15'-0" I 6'-0" 8'-6" X 14'-0" X ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT `9H.� 1 14 • 2 OF CORNER I I I I FLEXURE. y R&R LEVEL SURVEY T SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS 0 A PARCEL NO. Wood Deck 00394100301200 8221 XAVIER WAY, LEGAL DESCRIPTIONEVERETT,WA 98203 I I4ANt BEVERLY VIEWLANDS DIV 1 BLK -_4 % 003 D-00-LOT 12 BLK 3 I I OWNER NAME&ADDRESS S211108-12XR (E)RESIDENCE WIESERT LEANN R o _ " 8215 XAVIER WAY, 8221 XAVIER WAY, o EVERETT,WA 98203 EVERETT,WA 98203 "' FY I {}� MRT • 6 I Ig . �--ae r�-...-- �__ __ _ _______-__ PROPERTY LINE (E)RESIDENCE 12/3112021 *'�+ p_w —�h"- ' _'_"_ ___,I 8221 XAVIER WAY, U N - -„..,„_„.,,,.„_,„,E" 201%0"* w, EVERETT,WA 98203 y 3 LL SITE PLAN >-'_ 5 x I 1 I ce,o W 11 w1r O N LD(J 5 CO 2 0, d • 0 �( p 0. 0_, vo I �� al 8'0,.. t IL- - - - - - - --- - ------------------- PROPERTY LINE I I 201'-0„* 4 U , ._ } Z ko (E)RESIDENCE U < * o I I 8227 XAVIER WAY, E Z EVERETT,WA 98203 0 \ LD -, I LOCATE PILE Z CS <>< WITHIN 3'-0"MAX Q 1 2 OF CORNER d OVERALL PARCEL PLAN A I , w `�' . (2)PILES @ 8'-0"O.C.MAX r .Jr I— XI 18'-0" T 14'-0" ,t 12'-0" NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 5I1.1