1918 LOMBARD AVE 2022-05-23 - Laserfiche WebLink

• Project Description PILE SPACING&LOAD REQUIREMENTS TABLE ...... ., FOUNDATION NOTES MAXO.0 SPACING,ft!MIN VERTICAL CAPACITY,klp, PROOF TESTING LOAD,kips I.VERIFY ALL DIMENNON50N 6RE. Foundation Stabilization/Jacking s 1 NLEN NIB TYPE 200%MIN VERTICAL CAPACITY LOCATION 1918 LOMBARD AVE BTWN PILES END OFFSETI ALLOWABLE LOADING MIN ULTIMATE CAPACITY 2.FOUNDATION DIMENNOMG ARE TO MISSE FACE OF CONCRETE STEM WALL PER RIR LEVEL SURVEY. ( I L- 3.REFER TORE FOLIOWiN00ETARS FOR ADDITIONAL INFORMATION EVERETT,WA 98201-2328 / 1.2&5•G B'-0" PER PUN CAL 11.0 k/PILE 22.0 k/PILE EXTERIOR !. HELICAL PILES ........... ....IGOT1 MANUFACTURER.THEMNMUMI PER PLAN 90k/PIIE 1B.0 k/PILE EXTERIOR 1 4.FERRIC/STRUCTURAL CALCUUnOW PACKAGE DOTED JUNE 28TR XRI,FOR ADDITIONAL Legal Description E 7 MISS ' INFORMATION,SPEQFICATIONS,AND REOUIREMEMS. g 5.LEVEL SURVEY PERRIN REPAIR PLAN DATED JUNE 2151.2121.REFER TO STRUCTURAL EVERETT DIV K PLAT OF BLK 382 D-00- s9 Ube a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE C4LCUTATION6 PACNAOEFORMODIFICATIOIS AND ADDITIONAL REQUIREMENTS FOR LOTS 23 Ei 24 INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <4 -' CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT REPAIR PUN. FE LL 3B.B' EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 8.MINIMUM PILE DIAMETER SHALL BE 2-7N'. §5. INSTALLATION TORQUE RATING OF 8,300FT•LBS FOR A2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH OAP TOLERANCE TO Parcel Tax l.D,No. • 10. , THICKNESS PER ESR-9750. 7. ,7 S.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG•THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8• ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INBTALUTIONPROVIOED 00437938202300 �r -d•. TRU-FORCE UNDERPINNING BRACKIET IS LIMITED TO 30 KIPS. TIAT NO MAD/AGENT BPANSIXCEED THE SPACINGUMTATONAS INDCATEDON LEVEL SURVEY. '7 c.HELICAL ASSEMBUES AS MANUFACTURED BY IDEAL MANUFACTURING,NC..IN ACCORDANCE WITH ESR-3750. B FIELDVERIFV AU.EMSTNG STEM WADS AT AND BETWEEN%LE ATTACHMENT LOCATIONS ARE 8' Height Calculations a.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART THCK MN mum WITH ZJI'HBCl&(MEASURED FROMABFTGTOTSONC)/MINCH OF THE/ONCE Y. e.MAXIMUM ONCENTER SPACING LASTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W 9 PARCELDAEMONSPROVIDEDBY9NOHOM6HCWMY.NOTTOSCALEPROPERTYUNEANO Survey not pBftOffnBd. tr i,, o 15 Q RESIDENCE LOCATING DIMOLSONBIMTH ASTERISK,1/APPROXIM 1/APPROXIMATED PER S7OIOMISH COUNTY N QSAMPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. Lot Coverage by Building ® ,,,, - SITE PLAN LEGEND D zIg 10 SITE FEATURES MD OUSTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY TH Sae=0. s'U C I—LIT• 11.FILES SINLLBEINSTALLEDTOAM EASEDAENf OFSJYORUMIL REFUSAL 1VNIQEVFA EXISTING RESIDENCE STRUCTURE G SHALLOWER Existing House se=1,IXi acres 6,098 SF 4 SF• _ Bldg SF/Lot SF=17,0%• • - •s'� • • EXISTING ADJACENT STRUCTURE A N Z Z it 1 HEUCAL PILE REFUSAL CRITERIA TOROUNGO THE%IE 8INLLCONnNIE UMIlA MT1MWCPRE&BUtE MACNEVEDTO PROVIDE C.- 'SDI O DI THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. Impervious Area fiI-g -�AREA OF PROPOSED WORK A� J ADVANCEMENT SHALL BE MALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE Imperious area to remain unchanged �Ii g • PROPERTY LINE lO�/,ia-` UPLIFT FLEXURE. R&R LEVEL SURVEY _ -• APPROXIMATE DIMENSION •approximate See Structural Calculation Package for Additional Requirements 1':� I t' IPROPERTYLINE_._._._._.�.� .... — '""' a.. •"" ""'—..e— ,,,,,,—...,._..,— __ i��xl 36.-8" 4:' 12'-0"--1 -..-. PRIMARY i 1 4 ACCESS I I G / j g 1918 LOMBARD AVE j EVERETT `7 I WA 98201 o j I I RESIDENCE L. 1 I1918 LOMBARD AVE I i 5210421-2XR 9 IS1B I 1 14 N EVERETT,WA98201-2328 i JT P Q o.• o MITT I 9DaNEwnY —,..,._...,.—,,,,Q�.,,—...I I II ACCESS `.I' ! T ! 06/28/2021 pI j - Iz a J k I 711: NI T j j } 9• 36 6 I a I PAREL NO. 004379938202300 I `a II LEGALDESCRIPTION o I i EVERETT DIV K PUT OF I SLK382 L/-00-LOTS 23624 N I I OWNER NAME&ADDRESS I I BRAUN RICHAFLD A 191E LOMBARD AVE I i I EVERETT,WA 98201.2328 j 11 11 ._._._._._._._._._._._._._._._._._._._..._._._._._._._.—._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._ I S 177-0" PROPERTY LINE I Z ICL L IS NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN C) O 0N J N