3928 FRIDAY AVE 2024-10-24 - Laserfiche WebLink

• FOUNDATION NOTES 1.VERIFY AL DIMENSIONS ON SITE 2 ,OUNOATION DIMENSIONS ARE TO OUTSDE FACE OF CONCRETE STEM WALL PER REF LEVEL SURVEY, I REFER TO THE FOLLOWING EXTOLS FORAOOR NF DNAL ORMHTON L L HEUCAL PILE.......................-.................15D-1.1 ! N 7' .;. HEUCAL PILE MLGMAS.IANGLE............250.1.1 I.REFER TOSITUCTURAL CNCULMISPAGNGE DATEOMANSIXTH,20M,FOR ADDITIONAL INFORMATION.SPECIFICATIONS.ANORFWREMENTS. 15, 91 5.LEVEL SURVEY PER RXRREPARPUW DATED SEPTEMBER2SM,2025.REFER TO STRUCTURAL CRLCULATONSPACRAGE FOR MODIFICATIONS NO ADDITIONAL -1/4 REQUIREMENTS FOR REPAIR PLAN. 4Aii:1 4 EMMA PILE DIAMETER NOEL BE 2-7/E. =Existing Post I.IT B ACCEPTABLE TO INSTALL PEES AT THE SPACNG&IOYMWIIHI D.S.TOLERAACETOALLOR FOR UNSPECTE00HSTRUCTIORS ENCOUNTEREDOJRNG 2x8 @ 2'on Center PEE INSTALLATION PROM THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMICATXN AS MCAT.ON LEVEL SMIVEY. . B.FELD VERIFY ALL OUSTING STEM WALLSATAND BETWEEN PEE ATTACHMENT LOCATORS ARE IF THICK MINIMA WLTH2'SHEDIITIMEASIRED MON BFTG TO m =3"Helical Pile TOONG)MMMUM. 1 tp k.PARCEL MO RESIDENCE LO ATNGOMERMAN(VITHASTERIK1APROXIMATEOPERKINGCOUNTYMAP.NOTTDBEUSEOFORLEGALRAPOSES. *- =New Post 10.SITE FEATURES AND FROTNGSTRUCTURES ON ADJACENT PARCELS NOT SHOWN FORMANT/. pp LOCATE PILES UNDER -1 W II.PRES SHALL BEINSTKLE0'OAMINMUM EMBEDMENT OF SSIUNOPER GEOTECHNCAL REPORT) l� BUNDLED PIL NG 4 SONDE I( STUDS CARRYING GARAGE N HELICAL PEE REFUSALCRRERW 11 DOOR HEADER N D' HA TORGUNG OE THE PRE RLL CONTNUE UNTIL AHHDRNILE PRESSURE 15 ACHIEVE0 TO FRONDE THE SPECIFIED MINOAN VERTICAL CAPACITY WRHA SAFETY - I FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED MMEDMTELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. 1 W -21/4I 4 - SITE PLAN LEGEND N Z PILE SPACING&LOAD REQUIREMENTS TABLE -2 1/4 I, . 13)PILES QP ° ri EXISTING RESIDENCE STRUCTURE MAX O.C.SPACING,N MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD,kips a.:' ,,.,yA,? I 8,0'oC MAX J PILE*PILE TYPE 200%MIN VERTICAL LOCATION BM LOCATE PILE EXISTING ADJACENT STRUCTURE BTWN PILES END OFFSET ALLOWABLE LOADING CAPACITY OCMAX WIT1W 7•0' (MIN ULTIMATE CAPACITY) �J.�,// ORNE FROM CR .4111142 1 AREA OF PROPOSED WORK • 1 - I •- ---• 1.2 1SUk/PILL 1O.0k/PILI. GARAGE I • PROPERTY LINE 3,8-10 HELICAL 6'-0• PER PLAN HA VDU L 18.0 k/PILE EXT/TNT 22' K 4.7 12.0 k/PILI 24.0 k/PILL EXT/TNT ---- APPROXIMATE DIMENSION NOTES: 141 PILES 0 6'0'GC MAX 4. HELICAL PILE a.MINIMUM MD MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE .ti MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT ra L6x6x3/8 ANGLE EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PEE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM R&R LEVEL SURVEY INSTALLATION TORQUE RATING OFB.300FPLBS FOR A2-2/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL See Structural Calculation Package Additional Requirements ® NEW POST THICKNESSRHELICALPER ES PERT 9 9 A.FOR FR PILES.PER IDEALBR GROUP DWG NO.218TFG.KIPS. THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 1 T/8' TELIA ASSEMBLIES S EM LIES AS GUFACTU MANUFACTURED TO 50KIPS. C.PEE SRAL ANCHOR OADS NOT EXCEED BY IDEAL MANUFACTURING,INC,IE SYAC THE MACE NUFITHACTURER ESR-RER FOR. O.PEE THE ANCHOR LOADS MOTTO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OFIMASSEMBLY. A MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 3928 FRIDAY AVE SE EVERETT PROPERTY LINE 10_ 9 8 •—.—.—•—•—.—.—.—.—.—•— WA98201 7• I S240104-1XR • 1 JT I I PARCEL NO. •�5'-6"o•, •6 I MILT 1 00AT01004OI500 • 1 03/04/2024 I LEGAL DESCRIPTION 2 1 0 HEWETT HEIGHTS ADD TO EVERETT •BLN OOS O-0O LOT 15 RESIDENCE �� yl m I�y ]92B FHIDAY AVE 5E y-IA OWNER IMRESADDRESS •ERE WA98201 • 5 4I1 b MCCOLM HEATHER/ROBINSON DAVID • •I z •I� 3928 FRIDAY AVE SE N EVERETT,WA9B201 - • Im I •I I 1 I I A. • • i i '.<- ,I-- —. 38 0•' • • I i 1 2 I IE 'CI EQ 3 O- N LLl NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~ • O -ILL • N 0)