1817 HOYT AVE 2025-04-15 - Laserfiche WebLink

\ PROPERTY LINE SITE PLAN LEGEND FOUNDATION NOTES t 2. FOUNDALL TION DINIENEIO ONBITT. ".• --------+ � EXISTING RESIDENCE STRUCTURE PARCEL NO. PERLHER LEVEL SURVEY. APE TO OUTSIDE FACE OF CONCRETE STEM WALL 00438036900900 J EXISTING ADJACENT STRUCTURE 3. REFER TO THE FOLLOWING DETAILS FOR AODTIONAL INFORMATION: i .R HELICAL PILES............... .................1T01.1 . I LEGAL DESCRIPTION i AREA OF PROPOSED WORK DRIVEN PILES....................................__2'SD-1 1 EVERETT DIV L PLAT OF BLK 369 D-00 a REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED SEE 26.202,FOR COMB FOR TAX PURPOSES ONLY LOT 9 PROPERTY LINE ADDITIONAL INFORMATION SPECIFICATIONS.AND REQUIREMENTS. &FRAC OF LOT 10 BLK 369TGW FRAC 5 LEVEL SURVEY PER RBA REPAIR PLAN DATED JULY 29.2021 REFER TO LOT 10 BLK 369 PLAT OF EVE DIV B APPROXIMATE DIMENSION STRCTURAL CALCULA LIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL GARAGE REOUREMENTS FOR REPAIR PLAN. OWNER NAME&ADDRESS +, HELICAL PILE 8 MINIMUM PILE DUMETERSHALL BE 2-I/8'.HELIX CONFIGURATIONS PER PAR TO HENDERSON JAY I BARBARA MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OE SAFETY. 1817 HOYT AVE,EVERETT,WA 98201 ¢ STABIL-LOC PILE 7.IT G ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITHH O'.B' TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED ® EXISTING POST SOUND PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION OF 8.0.0.C.MAXIMUM. W LOT SIZE: 8 ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN Q 0.14 ACRE(S)(6098 SOFT) 6'PAST SUPPORTING PILE EA END. 9 ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 3 H Z BUILDING LOT COVERAGE: 5TA AM.Xa•SSPACIN TITER',SOC.ANCREW HORS TO BE CENTERED O ORED EQUIVAINSTALLED W e 16%(1,110 SOFT) — _ PILE LLOADCCAPACITY.** MEATS TABLE _.,-- ....... AT A MA IIMUM SPACING tB'OC.ANCHORS TO BE CENTERED ON OR INSTALLED 7j 1 WNXOC BPACNIO,N MN VERTICAL CADACIY X,p PROOF EATEBTWOLOAD NH ABOVE THE CENTER LINE OF THE CHANNEL. I- PILE II PILE TYPE BTWN END OFFSET ALLOWABLE LOAOWG 100%IMN VFPlIG1L CAPACITY BMM LOCATION to RgOVERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT Z.0 RLES ULTIMATE CAPACRJ_ ._, Z TIP NEI,AI -E-0'UNO 3U'LWO _ 1301+6 260 Nq TYP LOCATIONS AREB-THICK MINIM EXISTING T-S'HEIGHT(MEASURED FROM B'FTC TO O /-�!'-0---f 200 i 110 03.5 CONCENTRIC 6-0'UNO 3-0'UNO 100 km 200ma INTERIOR TCON=I MNIMUM.FIELD VERIFY EXISTING CONCRETE SLAB-0N.GRADE AT PILE HI PILES ra4'J.C.MAIL 015-16 HELICAL - _ 14.T4 280Ma _ CHIMNEY ATTACHMENT IS a•THICK MINIMUM. J PIA 1817 HELICAL 60'UNO • MS lop ION m RI CHIMNEY II PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE. PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(rani ASTERISK.'( ,AK NAMAPPROXIMATED PER KING COUNTY MAP AND SEATTLE DEPARTMENT OF - O2' 4 V _ a MINIMUM AND MAXIMUM INSTALLATION TOFIWEEON HELICAL ASSEMBLIES SHALL BE SPECIFIED By THE PILE CONSTRUCTION AND INSPECTIONS GM MAPPING TOOLS.NOT TO BE USED FOR 1 �N. 1 MANUFACTURER THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING LEGAL PURPOSES. 1 ' \ CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2 THE MAXIMUM INSTALLATION TORQUE SHALL NOT 12 SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT Y EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PKE SHAFTS OR ANY PART Of THE PILE ASSEMBLY MAXIMUM INSTALLATION TORQUE RATING OF a 000FT'LBS FOR A 2.1,8 NCH DIAMETER HELICAL PILE WITH 0.253 INCH SHAFT WALL SHOWY FOR CLARITY. THICKNESS PER ESR.1150. IA,PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL b.FOR HELICAL PILES.PER IDEAL GROUP DWG NO.:218TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7,8 REFUSAL.WHICHEVER IS SHALLOWER. TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 29 KIPS. A.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH 50. W Ely A.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABILILOCSYSTEMS.LLC,N ACCORDANCE WITHTH ES ESR-1121. DRIVEN PILE REFUSAL CRITERIA: 0 S.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY FART ADVANCEMENT OF THE PILE SHALL CONTINUE UNTIL A WORKING PRESSURE 7.L Ya ' 1817 HOYT AVE. g A I.MAXIMUM OFFCENTEH SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.OF THE ASSENTER v. IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITHA Y EVERETT.WA 98201 Q SAFE(V FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED .C IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. Z IL ® m REEUCAE,Y1I,6_66E95/L-CRITERIA: 49 ;111:11'11:1 1 TOROUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS A I ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE ® 8 x 46 1817 HOYT AVE, EVERETT.WA 0 98201 ® b1 ALES Iv lr oboe MAX,. -0�' `ITHIN ATE RELAX Ax�—L ly S210803-1 XR ��clPilea�rER AT G �2 NJ s � � 4:$6 MAX ,.., LOCATE PILE 3`� A • MRT >__66THIN MT MAX OF CIO R K 9/26/21 (Fz..,AW.>1.W ELJ IP A %.Samoa Pa. ¢tv___woc i IVDYH'3 ,3 .r H.lalPM OF CATNER ATX o o M 6 ..rsm 49 b IK ME":M Nam ET mu - - RGr,DEY \ �U I o A PIE Z r D \_t0..AAN iiw LOCATE PILE CORNER wN I CHMIEY OF COWS Z:. i M•a•• / , m u:CONN. wKiw In M�ml OA •T caww Li 1 V PROPERTY LINE R&R LEVEL SURVEY HOYT AVE SEE STRUCTURAL.CALCULATION PA:CALLS FOR ADDITIONAL REQUIREMENTS NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. FOUNDATION PLAN 7, e N O_ CO 0