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PILE SPACINGS LOADREQUIRMENTSTABLE FOUNDATION NOTES <br /> - W Z AXO.C.S000ING,R YIN VERTICAL CAPACITY.kips PROOFtESTINO LOAD,Up I.VERIFY ALL DIMENSIONS ON SITE. <br /> y �` 1 PILE M <br /> �, g 6 9 PILES TYPE BTIYN END ALLOWABLE LOADING (MIN ULTERNWLPACITY) LOCATION B.FOUNDATIONFTO THE FOLLOWING <br /> ARE T00FORADOMOSAF INFORMATION <br /> STEM WALL PER SIR LEVEL SURVEY. <br /> Et k blRILES OFfSIT (MIN ULTIMATE CAPACITY) J.REFER TO THE FOLLOWIN00ETAILb FOR ADOPIOHILINFOpAMTK)N <br /> N Z N .�: HELCAL%LE ...................._.....,-....1Gb1.1 { <br /> w t TAP/CM HELICAL 8'-TONG PER PLAN 90Sp IBA MD TYP _ <br /> • <br /> Q 2. XVW•Q-Q.O-.B 1 V 3 0 4-7 HELICAL B'1•UNO PER PLAN BOW MAO Op Tr HELICAL%LE WITH WRNANGLE..-........._..,.....-,.-........_..._..SOD-1.1 <br /> 0 H LL $3'11d(E) P! �' 1� Li ; STEEL ANGLE <br /> ..............-....._..-...._..-...,..._-.........-........,.....5561.E '•.... <br /> J 3 0 1 d NOTES: A REFER TO STRUCTLRALCALCULATIONS PACKAGE DATED JULY 11,7O21,FOR ADDITIONAL INFORMATION, <br /> PA a ARMMU.IANOMAXIMUM INSTALLATION TORQUE FOR HEUCAL AESEMBUE0 SHALL BE SPECIFIED BY THE PILE MANUFACTURER THE MMMJMINSTALUTION SPECIFICATIONS.AND REQUIREMENTS. <br /> TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQURED BEARING CAPACITY LOADING,PILE <br /> A SAFETY FACTOR NO LESS THAN 2 THE MAXIMUM <br /> F B A LEVEL SURVEY PER MR REPAIR PLAN DATED APRIL 18,N21.REFER TO STRUCTURAL CALCULATIONS <br /> B MO' 8 INSTAWTON TORQUE RIALLNOFIXCFTLBSEED THE ARA Sas INC0MIAETERONAL CAPACITY OFPIE WITH E%AFTSORAFTPALL THOF CKNESSPERAS ASSEMBLY. AUNT <br /> L -�9' FORHELICIONiORQPERIDEAL ROUPOWGNo FOR A.:BMW-7T1E ALLOWABLE <br /> FOR TEXW SHAFT RU.FORCNUNDERANNNG BA MINIMUM <br /> RAMAGEILE DIAMETER <br /> SHAM BE AODRIOHUL REQUIREMENTS FOR REPAIR PLAN. <br /> O.UNWED TO 30 KIPS. <br /> PER IDEAL GROUP DWG NO.:DBTFO,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2TAl'TpUFORCE UNDERPINNING BRACKET IS XA MHIMUA ACCEPTABLE <br /> OINSTAALLBES7AT. <br /> I- '"�N o UNWED TO JD NIPS. 7.RIS ACCEPTABLETOINBTALI PILES ATTHE SPAGNO SHOWN WITH O'8'TOLERANCE TOALLOW FOR <br /> el' c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING.WC.IN ACCORDANCE WITH ESRa750. UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED TINT NOIWO <br /> a PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. <br /> e.MA%IMNONCEMER SPACING LASTED FOR TYPICAL PBS INSTALLATION UNLESS NOTED OTIEPWBEONITLAN ADJACENT SPANS EXCEED THE SPACING UNTATON AS INDICATED ON LEVEL SURVEY. <br /> N B.IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND IANV PAST <br /> Ill aid <br /> ,�I' B. .. SUPPORTING PILE EA END. <br /> 6.Q 9.IF REQUIRED.ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FCIR0ATIONWHM 5AD DIAM. W <br /> .a.9 n XVW•O.0.0-,9 b 5 SIMPSONTITEN HD SCREW ANCHORS(OR APPROVED EQLNALENT)AT A MAXIMUM SPACING/1.O.C.WI O <br /> a0 �N @S3TId(E) _ MNA'EAEEC.ANCHORSTOBE CENTERED OMORNSTALLED ABOVE THE CENTER UNEOFTHE aZ. <br /> CHANNEL <br /> 10.FIELD VERIFY ALL EXBANO STEM WALLS ATAND BETWEEN PILE ATTACHMENT LOCATIONS ARE B'THICK p <br /> A v,'i _ - MMMUA WITH HEIGHT(MEASURED FROM B,FTGTOTICONC)NNM1M <br /> _ p.-F\N. _ _ 'L _"" 1f.PARCEL DIMENSIONSLACINGAPPROXIMATEDSELECTED <br /> BY SNOH MISH cowry ASSESSOR tl8HMPPING TOOLS OP V <br /> IH-""I .SB 1 ,My TAXSIFTER INCLUDING TIE SELECTED PARCEL PROPERTY DIMENSIONS ARE APPROOMATE FOR Z W <br /> REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN Z <br /> " PUCE OF A HELD SURVEY. O O W <br /> • IN•t $RE PLAN LEGEND 12.9ITE FEATURES AN)EXISTIND STRUCTURES ON ADJACENT FARCES NOT SHOWN FOR CIARRV. -J <br /> J fY IS PILES SHALL BE INSTALLED TO A MNINUM EMBEDMENT OF BOOR MIL REFUSAL WHICHEVER IS <br /> a 4 z ❑ EXISTING RESIDENCE STRUCTURE SHALLOWER- '• <br /> ', <br /> Fw-z� - IE1IORLPC0REFUSAICRITDR8 <br /> EXISTING ADJACENT STRUCTURE 0r <br /> • • I .SR S U TORQUING OF THE PILE SHALL CONTINUE UNDO.HYORAULO PRESSURE IS ACHEVED TO PROVIDE <br /> 12 JE0 :AREA OF PROPOSED WORK THE SPECIFIED IMPALAS VERTICAL CAPACITY WITH ASAFEIY FACTOR OF NO MESS THAN TWO. � <br /> ---. ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT <br /> R&R LEVEL SURVEY PROPERTY LINE FLEXURE. <br /> • <br /> SEE STRUCTURAL CALCULATION PACKAGE • <br /> FOR ADDFFIONAL REQUIREMENTS APPROXIMATE DIMENSION <br /> LOCATE PILE WITHIN <br /> 2'-O MAX OF CORNER AREA OF WORK (E)RESIDENCE <br /> 1432 GRAND AVE. <br /> (3)PILES @16'-0"O.C.MAX ,----- EVERETT.WA 9820E • <br /> • <br /> EVERETT,WA 98201 <br /> 1434GRANDAVE, <br /> W <br /> EV <br /> tip <br /> B """""'"r' -'"'' 64'_3" 4 5-0'7/ PROPERTY LINE <br /> ! 4_ 4" I 3'-0", <br /> L= I _--_- - I W 521063E-4XR <br /> • <br /> T I PARCEL NO. > <br /> PRIMARY wi 00475331100006 I Q FV <br /> 0 ! ! A 4�— ?i SITE PLAN MART <br /> M ,c `�, ENTRANCE <br /> O H I. LEGAL DESCRIPTION <br /> q I (E)RESIDENCE i W HILTONS 1ST ADD TO EVERETT BLK !,: ,; <br /> m bF I 1434 GRAND AVE. wHI 311 D-06-S 50FT OF 281FTBLK A r i <br /> f7 0721202T <br /> PS N i I EVERETT,WA 98201 a' . , - <br /> m 1 LOCATE PILE WITHIN f C1 OWNER MANE B ADDRESS H - I <br /> w 1'-0"MAX OF CORNER ! aH SIEDENBURG CLINTON T B TRACEY F ZI ".KR� <br /> a • ! 4 1434 GRAND AVE, '2H <br /> sr • EVERETT WA •9820E (E)DECK H 'DM <br /> v ! I TMI WATeH V,R CC5 . <br /> i L �.*ER—wA,FR <br /> \; Y Y I 4 _830SR =I _;L.5B5•�BBWFB "P,WBH..r .—BAWER—SL — —apR8R e0 ND1EG 85'1A-N-..WR A—$ <br /> 1 I� i eewrR BCAT:R _._- ERTYI,INE. .S1 <br /> —�c (3)PILES @ 7Y i gQ1SS'-0"�........• <br /> 4 i._ .._..,_...6'-0.O.C.MAX._._ <br /> I g + (E)RESIDENCE <br /> (E)DECK �IiF -�' EVER ETT, AVE. <br /> 1EVERETT,WA 98201 <br /> 3,-0" OVERALL PARCEL PLAN <br /> z <br /> 0.. J) <br /> H Na <br /> 7, 0 <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN <br />