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FOUNDATION NOTES <br /> t.VERITF0000 ALL D MENSISIO ON 1 r <br /> SITE 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL <br /> • <br /> • <br /> • <br /> • <br /> �PLAN 3R MR TO THE FRILL <br /> LEVEL SURVEY. <br /> NSET. • <br /> 3,. RA REFERNG DETAILS FOR ADDITIONAL INFOflAATN IN' h <br /> HELICAL PILES .........1B0-1t <br /> AREA OF M.G 4.REFER TO OTROCTORALCALCULRTIORO PACKAGE DARED NOV 0.2022.FOR <br /> WORK---..„. I ADDITIONAL INFORMATION.SPECIFICATIONS.AND REQUIREMENTS. <br /> y „v +o•o.c.0 .0 oroa'moo 5.LEVEL SURVEY PER RBR REPAIR PLAN DATED SEPTEMBER 1.2022 REFER TO <br /> '0 <br /> '6 A7x® .'6 *Anal Oca.x DM _--. ------— STRUCTURAL CALCULATVNS PACKAGE FOR MODIFICATIONS AN°ADDITIONAL <br /> _ Y ( i REQUIREMENTS FOR REPAIR PLAN. <br /> 5 r 1U LSERBS srml Or 6.MINIMUM PII F DIAMETER SHAM I RFP-T,Y.HFI I%CONFW3IIRATIONS PER BRIT TO <br /> lnnll FC <br /> m MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. <br /> . r <br /> EARLER T.IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH a OW <br /> TOLEXANCE TO ALLOW FOR PROVIDED <br /> UNEXPECTED NOOBSTRUCTIONSTWO <br /> ENCOUNTERED <br /> p y 4 DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED <br /> 3 p THE SPACING UMITATION OF B'A'O.C.MAXIMUM. 11 <br /> U T • B.ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN LLI <br /> b <br /> u 6.PAST SUPPORTING PILE EA END. 0 <br /> GARAGE d01M1 ST SE 9.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH <br /> i 43 i2 (1/1� RVC'L�AEI..PAEZL,1��� SAL•DAM.M a.SIMPSON TREK HD SCREW ANCHORS ION APPROVED EQUIVALENT, )•I <br /> AT A MAXIMUM SPACING 18 F OOC.ANCHORS TO BE CENTERED ON OR INSTALLED —LI <br /> • ,)�ASE BO OH 0EV N.T.S. ABOVE THE CENTER UNE OF THE CHANNEL rt <br /> 2''''-- 41) 10.FIELD VERIFY ALL E%,STING STEM WALLS ATAND 0EIWEEN RILE ATTACHMENTT U <br /> LOCAIK)NS ARE3•IHk:K MINIMUM WIIH2'.TXEIGH I!MEASURED MOM IIHIG ILA Z 11. <br /> TTCONCI MINIMUM.FIELD VERIFY EXISTING CONCRETE SLAB.ON-GRADE AT PILE • <br /> 0 <br /> 7 <br /> PRIMARYA n 1 ATTACHMENT IS 4•THICK MINIMUM. <br /> ENTRANCE WWII • .. _ 1 11.PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE. — <br /> �` FOUNDATION PLAN LEGEND PROPERTY UNE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK.', <br /> APPROXIMATED PER SNOHOMISH COUNTY MAP AND SEATTLE DEPARTMENT OF <br /> CONSTRICTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TO BE USED FOR <br /> EXISTING RESIDENCE STRUCTURE LEGAL PURPOSES. ,�: <br /> 12 SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT Jj— <br /> `\\ lit _ : EXISTING ADJACENT STRUCTURE SHOWN FOR CURRY. ' <br /> `°mrza v" PARCEL NO. -- 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF A-R OR UNTIL C. <br /> 00407800301200 ,-- AREA OF PROPOSED WORK REFJSAL.WHICHEVER IS SHALLOWER. <br /> LOT SIZE <br /> 0.25)10,890 SOFT) LEGAL DESCRIPTION • PROPERTY LINE HELICAL PILEREHUSAL CH@MA, <br /> CENTRAL PARK ADD TO EVERETT BLK 003 TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAUUC PRESSURE IS <br /> BUILDING LOT D-00-LOTS 12&13814 BLK 3 ---- APPROXIMATE DIMENSION ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH <br /> COVERAGE SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED <br /> 49.3%(5.368 SOFT- OWNER NAME&ADDRESS ¢e HELICAL PILE IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPUFT FLEXURE. <br /> CARLTON MANOR LLC <br /> 4332 Colby Ave.Everett.WA 98203 ® 6x6 ADJ.POST BASE w/PAD <br /> O <br /> (E)RESIDENCE <br /> 4330 Colby Ave Everett <br /> WA 98203 <br /> / S6'd" / 1 1 ,r I r 1 4332 Colby Ave. <br /> Atn PILES I I TO wry LOCATE FILE 3-a' Everett.WA 98203 <br /> -.._ 1 N P O.0 Lux FROM <br /> OflNFP <br /> { I.00ATG' LoCATE PXEE to <br /> MRl VW I D',UNDER <br /> NE HMO.DOOR <br /> EPDER SUPPORT S220906-1XR <br /> ° IM <br /> e µ <br /> COeA 1 _� NJ <br /> ▪ .c,.+ 2{B v I MRT <br /> 2 SIRIUS 06,7 OC MAX <br /> o- Ilk,.o0ATB-.. U 4.wr. 11/13/22 <br /> t <br /> �x <br /> PILE SPACING LOADREOUIRMENTS TABLE IK -09179aR.,I,. 3/16"=1'-0" <br /> MAXO.C.SPACING, MIN VERTICAL CAPACITY, I <br /> PROOF TESTING LOAD.kips <br /> R kips <br /> PILED TYPE BM END 200%MIN VERTICAL LOCATION <br /> PILES OFFSET ALLOWABLE LOADING CAPACITY,NIN ULTIMATE <br /> CAPACITY) <br /> 81.5.310- HELICAL 6-01 2-0*MAX IOONIp JMORD •II <br /> , <br /> 1165 HELICAL d-0• 3'-01MAX 70 kip 140 Nip „ <br /> M <br /> NOTES Z <br /> MINIMUM AND MAXIMUM TORQUE HELICAL G,INCLUDING <br /> LIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.U-TAR ANSIMU.THE MINIMUM INSTALLATION TORQUENOT EXCEED <br /> BE MOH <br /> ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING.TT OF T. <br /> A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE <br /> ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF T.PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 6.300FT1LBS FORA 2,8 INCH DIAMETER HELICAL Z m• <br /> lL <br /> PILE WITH O.203INCH SHAFT WALL THICKNESS PER ES0.-3T50. R&R LEVEL SURVEY Z <br /> b.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.INC.IN ACCORDANCE WITH ESN,TaM. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS O <br /> O.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY, F <br /> a.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTI IERWISE ON PLAN. 0 .71 <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. FOUNDATION PLAN Z N <br /> D <br /> O <br /> LL <br /> 1J _ <br /> O_ <br /> NJ 1 <br />