Laserfiche WebLink
PILE SPACING&LOAD REQUIREMENTS TABLE -' ' - <br /> SITE PLAN LEGEND MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> PILE II PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION r <br /> BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) <br /> Ej EXISTING RESIDENCE STRUCTURE .i� <br /> 1 1-2,8.10 HELICAL 11.0 k/PILE 22.0 k/PILE EXTERIOR <br /> EXISTING ADJACENT STRUCTURE .\ N 3.7 HELICAL PER PLAN 7.0 k/PILE 14.0 k/PILE EXTERIOR• <br /> / .\ 2.8 CONCENTRIC PER PLAN 18.0 k/PILE 36.0 k/PILE CHIMNEY <br /> AREA OF PROPOSED WORK ./ <br /> • <br /> 4 )1./ <br /> • PROPERTY LINE / \ e-MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HFIICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> \ MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL WE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> '\ CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT <br /> ---- APPROXIMATE DIMENSION / •\ f EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> / INSTALLATION TORQUE RATING OF 8,300Fl`LBS FORA 2-TI9 INCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL <br /> y HELICAL PILE / \ THICKNESS PER ESR-3750. <br /> .l <br /> / \•• \ I TRV-FORCE UNDERPINNING BRACKET IS MITER TO 30 KIPS. <br /> FOR HELICAL PILES.PER IDEAL GROUP DWG NO..27STFG. EgLLOWPBLE STRUCTURAL CAPACITY FOR THE2]IB' <br /> CONCENTRIC PILE / C.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESRJY50. <br /> \ 5.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART W <br /> '\ OF THE ASSEMBLY. Q 0 , <br /> / •• \ S.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. h <br /> �Z': <br /> /• <br /> / \\ FOUNDATION NOTES i-/�u.` <br /> / •\ 1.VERIFY All DIMENSIONS ON SITE V <br /> / •\ 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PEA RIR LEVEL SURVEY W <br /> / \ • <br /> 3.REFER TO THE FOLLOWING DETALS FOR ADDITIONAL INFORMATION. Z <br /> •\ HELICAL PEE...,,-.-1bD.I,I 0 a <br /> \, ORNEN PEE.......-...7b0-1.1 J <br /> • \ 4.REFER TO STRUCTURAL CALCLATONS PACKAGE DATE SEPTEMIER IRH,1023,MR ADDITIONAL INFORMATION.SPECIFICATIONS,HAD <br /> \ REQUIREMENTS, <br /> / \ S.LEVEL SURVEY PER RIR REPAIR PLAN DATED JLLY ITN,2023.REFER TO STRLCILWN CALCILATIOWS PACKAGE FOR MODIFICATIONS ANT <br /> / \' AODmONAL REQUIREMENTS FOR REPAIR RAN. , . <br /> As 1. I.MINIMUM PLEDIAMETER SHALL BE NMI'. �� <br /> La• y\� 2,D IS ACCEPTABLE TO INSTALL PEES AT THE SPACING SHOWN WITH:OE•TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED 'i, <br /> / 5 b•.\Ut{t. DURING PEE INSTALLATION PRWDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMTATION AS INDICATED ON LEVEL SURVEY <br /> / l �•'2"O" •\• L FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PLEATTACHMENT LOCATIONS ARE S.THICK WAWA WITH 2E'HEIGHT(MEASURE°FROM <br /> I!. \ BIFTG TO MONO MNIMIM, <br /> / •\� 9.PARCB.AW RESOENCE LOCATING DIMENSIONS(WITH ASTERBX,•IAPPROXUMTED PERSNOHIMSH COUNTY MAP.NOT TO BE USED FOR LEGAL <br /> �/ - \ PURPOSES. <br /> p;. \ ID.SRE FEATURES MD EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FORQARITY, -- I I' <br /> $� \ I T PLEA SHALL BE INSTALLED TO A MMMUM EMBEDMENT OF 5'4•(UNO PER GEOTECHNCAI REPORT). <br /> / ■■■■`■ '\• NFIICN%E REFUSALCRRFRM . <br /> % TOROMNS OF THE PLE SHALL CONTINUE UNTLA HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH <br /> %I. <br /> \• MSAfEW FACTOR OF NO LESS THAN TWO.ADVANCE/kW SHALL BE HALTED IM11E0IATELYI THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE <br /> \ <br /> •\• OVEN PA E REFUSAL CRITERIA <br /> % N. ADVANCEMENT OF THE PEE SHALL CONTINUE BEYOND THE MNIMUM EMBEDMENT DEPTH AND UNIT A WORKING PRESSURE IS ACHIEVED TO PROVDE <br /> ZME SPECIFIED MNIMIM VERTICAL CAPACITYWFMA SAFETY FACTOR OF NO LESS THAN MO.ADVANCEMENT SHALL BE HALTED IMRBXATELY IF THE <br /> / U40 110 <br /> \•\• STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br /> \, <br /> 1049 CROWN DR <br /> i •\• EVERETT <br /> I \ <br /> % \•\ <br /> TTFF {{ WA 98203 <br /> RESIDENCE \ taw A •A 0 Moan I LOCATE PEE <br /> 1009 CROWN OR •\, fPGMCOW4ER -- sPOMCpWEF 923DT29-iXR <br /> EVERETT.WA 9B203 \ .. NF <br /> �i \•\ rE•oc .I UN 1E,an.6@"1SS:2 Xk Ix—d'ARE JT <br /> TV <br /> % MX u4P sa <br /> B - NAX DART <br /> ExIsbrIg Post <br /> j 6.S' tx pd. .FNAN '�1 _3'HNKaI POI. -- 77 <br /> PARCEL NO. If I A Own I <br /> PARCEL <br /> fl IIII yC m_Ep�rny'. QaCwKAMrIC Pier <br /> LEGAL DESCRIPTION I X - S t,LrA 1.2 _ '.. tei:K tart,OWls P <br /> HARBOR VIEW ADD TO EVERETT --' WMIU <br /> / BLK 0000-00-LOT 25 - - - - <br /> j/ OWNER NAME LADDRFEB j ' Al2 '`18 J]M <br /> DESMARAIS JANEA WCLEVER BRAD <br /> i TIMB CROWN DR <br /> EVERETT WA 98203 <br /> •I N <br /> ( -3 5/8 Ga <br /> ti * qjw G710 -s lf! <br /> • <br /> j __— pia R3. B <br /> i._._ j <br /> • <br /> _ • <br /> j 3e S.. <br /> ._•'- -•-._ j R&R LEVEL SURVEY <br /> PROPERri• N'E -- -__ I See StruCturaI Calculation Package for Additional Requirements <br />• _._._.___——___ j g <br /> N <br /> d In <br /> Lsi <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~' <br /> rN <br /> N <br /> O ., <br /> N <br /> V <br />