7425 LOWER RIDGE RD 2020-12-31 - Laserfiche WebLink

,RC Protect Description FOUNDATION NOTES Foundation Stabiltzalbn/3acking PILE SPACING&LOAD REQUIREMENTS TABLE O.L 7425 LOWER RIDGE RI) MAX O.C.SPACING,fe MIN VERTICAL CAPACITY,kits.' I.VERIFY ALL DIMENSIONS ON SITE. '.;e�1 ux,.•,• PILEN PILE TYPE W LOCATION 2.FOUNDATON DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL • EVERETT.98203 BTN PILES END OFFSET ALLOWABLE LOADINGPER MR LEVEL SURVEY. -4 HELICAL` B'-0" 31-0" 12 IC/PILE TYP EXTERIOR' 3.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED MAY 22TH,2020. y� i L. Leal DescriptionFOR ADDITIONAL INFORMATION.SPECIFICATIONS.AND REQUIREMENTS. 'y;• vt';• Z BEVERLY ACREAGE TRACTS NOTES. 1 4.LEVEL SURVEY PER MR REPAIR PLAN DATED FEBRUARY 10TH,2020.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND BLK 000 D-01-S ABET LOT 20 a-MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR THE PILE ASSEMBLY SHALL BE SPECIFIED BY THE 0 b$OLD PILE MANUFACTURER THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. '� bold ISMN REQUIRED BEARING CAPACITY LOADING INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM 5.MINIMUM PILE DIAMETER SHALL BE 2-718'. Parcel T ID.No. INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS 6.IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH I ONO. 1 ao . OR ANY PART OF THE ALE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8300FT'LBS FOR A 00392000002001 2-718 INCH DIAMETER HEUCAL PILE WITH 0.203 SHAFT WALL THICKNESS PER ESR-3750. TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED b.TYP EXTERIOR TO DENOTE PILE INSTALLATIONTION AT AT EXISTING EXTERIOR CONCRETE FOUNDATION WITH DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS i MINIMUM DIMENSIONS PER PLAN NOTES EXCEED THE SPACING LIMITATION OF 9'-0'O.C.MAXIMUM. e.HELICAL PILES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750 • Height oll eT0ons WITH 2-Ala INCH MIMMUM SHAFT DIAMETERAND 0.2031NCT MIMMUM WPLL THICKNESS. 7.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND - A Survey not performed. A.PILE LOADS NOT TO EXCEED MAXIMUM PILE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER MIN 6'PAST SUPPORTING PILE EA END. FOR ANY PART OF PILE ASSEMBLY.MAXIMUM ALLOWABLE COMPRESSION CAPACITY OF 37.4 KIPS FOR A 8.ALL SUPPLEMENTAL STEEL ANGLES TO BE ANCHORED TO THE FOUNDATION 2-7/8 INCH DIAMETER HELCAL PILE WITH 0.203INCH SHAFT WALL THICKNESS PER ESR-3750. WITry yg•DIAM SIMPSON TITEN HD SCREW ANCHORS OR APPROVED e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON ,66'r Lot Coverage by Building PLAN EQUIVALENT)AT A MAXIMUM SPACING 17.0C wITH A MIN 4-1/2s EMBEDMENT. Q 0 R&R LEVEL SURVEY Lot Size=0.51 acres=22,215 SF ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER UNE OF Sea SIR SIUPAI CAICAIGon Package for Additional THE ANGLE i'.Z RequirementsF.XIsODg House=2638 SF' �:W;a BldgSF/Lot SF=11.9%' 9.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN ALE ��"` ATTACHMENT LOCATIONS ARE B'THICK MINIMUM WITH 2-0'HEIGHT t- '6' '- (MEASURED FROM SIFTS TO TCONC)MINIMUM FIELD VERIFY EXISTING �,111,1 u `TM''I IL •P _ ' i'Impervious Area CONCRETE SIABON-GRADE AT PILE ATTACHMENT I54'THICK MINIMUM Z•Zi- { -""•-.,•�� 10.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE O 1110 i ,:::-....._.1Existing Area=45SO SF" - i PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,') O '� 2Note:hOpoevbus area toremaIS unchanged APPROXIMATED PEA SNOHOMBSH COUNTY GIS MAPPING TOOLS.NOT TO BE _I; USED FOR LEGAL PURPOSES. I, _ I •'appTSOhII e ' 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 1 7423 LOWER RIDGE RD 12.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5-0', .h 0`�~ • �VERETT.WA MCAT ' I - i • HELICAL PILE REFUSAL CRITERIA: .1 1 `/ I + I - 1 i / I TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRALAJC PRESSURE IS I ! ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH ':` {{}{}{ 1 J • I I f I SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IY o•1•-•" ( /. 11 'J IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. • O // PROOF TESTING. r O [ J•. d • .L...—.--.--.....—.— • �f.� .r. r, i PROPF.RIYL%i .� � H. ._..y._.-.._._._._._._._._._._.7 • W if- I•_•_�_--• )) 1, I 1 T/ f/ 311J9' / � , I / THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING - I 1 DRNEWAY I / OF AIAMMUM THREE(3)PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM s p .z I (.t., -ACCESS P J , ? r ) 7 / /i / l I (ONE(1)MIMMUM)IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN ASTM I£ C ht... N 1 / it 1 I t / IA / / /Y '/ / 01143ANDIOR THE 2016 SEATTLE BUILDING CODE(SSC).THE MAXIMUM TEST • 3 / / / / LOAD SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIRED DESIGN i , 9c�'ITgy J1 �' o. I AREA OF WORK r ; LOAD. _ rr -�- .- \\ • r 11 / / f if ro35zwo ozoot/ ._.. -A SITELEGEND 7425 LOWER RIDGE PLAN i j I 1 / LEGAL DESCRIPTION a EXISTING RESIDENCE STRUCTURE RD,EVERELT,WA RESIDENCE I I I I I 1 1 { l I BEVERLYACREAGE TRACTSBLK OW 6•1 1 ❑ 98203 7425 LOWER f 1 RIDGE RD. 4 I / jf ? D-01 s 75 FT LOT 20 / / EXISTING ADJACENT STRUCTURE 1^ EVEAETT,98203 .2-I Q I(E)STRUCTURE I _ !/ +� I I, I I I OWNER NANEBADURE11s if i b ( ) i HARRINGTON RUSSLYN CAROL I AREA OF PROPOSED WORK 5200309-2 Ly' ;I + VI ,1 ` .t 1 1251520'Rt AVE NE,SFATTLE,WA B8125 ---' A /, I •—•PROPERTY LINE ZT Lp-�j..'"_ k�33'-U•�"- • �.,�-29'-0'— '+-' -- ' 183'-4 i' • APPROXIMATE DIMENSION I1 a PRDPF7TTY LQIB L ( p rq— i''-'"------.' . ..., —.,!. , ---,..,„ / 4A4)°°'- • ' .... _•-, 1507 LOWER RIDGE RD `T� \ \�\: .1 ,� \ II i. / / . 1 •.l EVERETT.WA 9520'3 -•.\i \ ` \• / 'I ( ; I! — / / i �7, ' '' \tt. ''' \\ 1 i i )1 i �/ 1 / l 77 • z 5 a NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE&FOUNDATION PLAN z o Q N Z __