1612 ROCKEFELLER AVE 2025-04-17 - Laserfiche WebLink

FOUNDATION NOTES HELICAL PLE REFUSAL CRIIERM PILE SPACING&LOAD REQUIREMENTS TABLE TORQUING OF THE PLE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PRORATE NE SPECIFIED;MINN VERTICAL MAXO.C.SPACING,ft MIN VERTICAL CAPACITY,MIFF PROOF TESTING LOAD,kips L VERIFY ALL DIMENSIONS ON SITE. _•111 2.FOUFOETION DIMENSIONS ARE TOOUISIDE FACE OF CONLRETESTEM WALL PER FIR LEVEL SURVEY CAPACITY WIRI A SAFETY FACTOR OF NO LESS THAN IWO.ADVANCEMENT SHALL BE"ALTEO IMMEDNTELY IF THE STRUCTURE BEGINS PILEII NLE TYPE 200%MIN VERTICAL CAPACITY LOCATION .•' , TO EXPERENCE URIFTFLExURE BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) } 3.REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL NFONMATION: 23.0 k/PILE 46.0 k/PILE CHIMNEY E-'' • HELICAL PILE................_,.............IISD-1.1 DRNEN PILE REFUSAL CRITERIA k^'+ 'T•- ;ELICAIPBE WI CHANNEL..........25O1.1 2-3 PER PLAN 21.0 k/PILE 42.0 k/PILE CHIMNEY ••rr..,,-YA;: ADVANCEMENT OF THE PILE SNAIL CONTINUE UNTIL A WORKING PRESSURE B ACHEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL 5,10 13.0 k/PIIE 26.0 k/PILE EXTERIOR ••••••• ORNENPRE..............................YRY11 CApACRY WITH A SAFETY FACTOR OF NO LESS THANENO.ADVANCEMENT SHALL BE HALTED EN EDMTELY IF THE STRUCTURE BEGINS HELICAL A.REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED SUMMER 2260.2022.FOR ADDITIONAL INFORMATION,SPECIFICATIONS, TO EXPERIENCE UPLIFT FLEXURE 6-8 8'-0" PER PLAN 8.0 k/PILE 16.0 k/PILE EXTERIOR AND REQUIREMENTS. 9 8'-0" 10.0 k/PILE 20.0 k/PILE EXTERIOR 5.LEVEL SURVEY PERRMR REPAIR PLAN OATED(ECEAMER IST.X022.REFER TO STRUCTURAL CAL CULAMMNSPACKXSFPOR NSTALIATON,E)(GVALON NOTE: 11-14 6'-0" 10.0 k/PILE 20.0 k/PILE EXTERIOR MODIFICATIONS AND ADDITION,REQUIREMENTS FOR REPAIR RAN. ALL REGAINED HOLES FOR PILE INSTALLATION SHALL BE DUG BY NAND.SHALL NOTEOCUED WAX AND MUST BE IN ACCORDANCE WITH 1-2 CONCENTRIC EP-0" 13.0 k/PILE 26.0 k/PILE EXTERIOR B.MINIMUM PILE DIAMETER SHALL BE 2-96'. THE SEATTLEGRAONG CODE CONTRACTOR TO ENSURE THAT PROJECT STRUCTURE AID ADJACENT PROPERTIES AND STRUCTURES NQ.M5 1 R IS ACCEPTABLE TO MSTALL PILES AT THE SPACMG SHOWN WITH S EI'TCLERWCE 10 ALLOW FOR LNERPECTEDOBSTRUCTION3 ARE NOT REACTED BY THE WSTALUTIQY OF PIES. ENCOUNTERED DURING PRE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED e.MINIMUM ANDMAXLMUM INSTALUTIONTOROUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE ON LEVEL SURVEY. MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REWIRED BEARING CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALPTION TORQUE SHALL NOT L.F RESURED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PLE TO PLE AND EXTEND MINE'PAST SUPPNG FILE EA END EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PRE SHAFTS OR ANY PART OF THE PRE ASSEMBLY.MAXIMUM B.EREQURED.ALL SUPREMENIAL CHANNELS TO BE ANCHORED TONE FWHDATO NA.N WITH SY D SIMPSONSON THEN HD SCREW INSTALLATION TORQUE RATING OF B.SDOFTLESS FOR A 2-710 INCH°MMETER HELICAL PILE WITH 0203 INCH SHAFT WALL ANCHORS TOR APPROVED EQUIVALENT)AT A MAXXAM SPALNG 1210CWI EXPENDED.ANCHORS TO BE CENTERED ON OR INSTALLED THICKNESS PER ESR-3750. UJ AeovE THE CENTER LANE OF THE CHANNEL. SITE PLAN LEGEND 6.FOR HELICAL PILES.PER IDEAL GROUP DWG NO:278TEG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2VS1 Q0 TRUFORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. Fj 10.FELD VERIFY ALL EXISTING STEM WAILS AT AND BETWEEN PLE ATTACHMENTLOCATDNS ARE XTHCKNNLMUM WITH7d•HEOHT c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.NC..IN ACCORDANCE WITH ESR3760. A ❑ EXISTING RESIDENCE STRUCTURE d.PIE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART Z (MEASURED FROM IS NOT TO UMW)MNIMUM OF THE ASSEMBLY. i1.PAPDEI OMENSON9 NOT TO SCALE.PROPERTY LNE AND RESIDENCE LOCATNGOMENSIONSIWfMASTEMSK,IAPPROlUMA1E0 PER N _: EXISTING ADJACENT STRUCTURE e.OF THE ONLCE ASSEMBLY. TER SPACING LISTED FOR TYPICAL PLE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. �/In� SNOHOMISH COUNTY MVP.NOT TORE USED FOR LEGAL PURPOSES. V HIRESSH2 SITE ALL BE NSTALLED TO A MIITUMEMBEDMENT OE PARCELS NOTOEONHFORCWUW_ A� • W HIRES SHALL BE INSTALLED iOAMNMMI EMBEDMENT OE 5'ff TUNOPEfl GEOTECMHXAL REPORT). /l(//'//�'_\ -�AREA OF PROPOSED WORK Project Descnption Z Foundation Stabilization/Jacking O O ' • PROPERTY LINE 1612 ROCKEFELLER AVE -- APPROXIMATE DIMENSION EVERETT,WA 98201 I Lela)Description , ., I EVERETT DIV L PLAT OF BLK 339 D-00- fir• LOTS 27&28 e0J� 1 Parcel Tax LD.No. • •_._._._-_._-_._._._-_- PROPERTY LANE_._-_._._._._._._._._._.-._._._._._._._.- . ), 00438033902700 I 12,'-0' PARC0LNO. 00130033902100 -•_•_•_•_ I r Height Calculations 9. Survey not performed EVERETT OIV v OF B.3saom --k-------- - -- ------ _______ _ --'YE_.____--- I Lot Coverage by Building ! -LOTS 27a20 -4z'0" .�' 11'-0"-� E W OWNER NAME a ADDRESS 1 I •', Lot Size=0.14 acres=6,100 SF a"NsoN DEeflA JEAN" i �r Existing House=2,020 SF' 1612 ROCKEFELLER AVE I EVERETT,WA NM ! ;I F• d Bldg SF,Lot SF=33.1%' i."-,,.,.-w•-.••••-�••••-•'_•-"�•'- -`. • ____-_____._.___-_-_-___- -_-_ i t ! Y Impervious Area I I O Survey not performed e I� E g Note'.Impervious area to remain uncharged g$S F 1612 ROCKEFELLER "`1g Z"I'- I •approximate AVE EVERETT kI• RESIDENCE F L� R 0�r I WA 98201 EVERETT.w.a MHm' 111 iirg t A 5220725-3XR I - it H £ i ... i JT 0 3 M e; EM ! nccessAYF i i 41P aka ,•... MRT ,..j.� 1. 42' oS. 09122/2022 62N_pNN .4. ;I I ma a [ii I SOLO" �� 'I X AtA-5'F c d� ea S I - .I I ; s' (E)CHIMNEY j �1 A PROPER LINE •-•_•-•_•-•-•-•_.-._._._._._._._.- • ._._._._._._._._._J ie . 3: s 8 II'.. ..v I i BD,m 1H1 R&R LEVEL SURVEY a ' { See Structural Calculation Package for Additional Requirements Z a a Ln NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~ Iv 0 • CJ u1