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(E)WOOD FRAMED •sa•THURA <br /> FLOOR SYSTEM, <br /> FIELD VERIFY j r <br /> (E)CONC STEM WALL TRUFORCE UNDERPINNING BRACKET FOR 2 7/8"PILE SHAFT S°roE E°B'3°° ro 2 7/8"O.D.X 0.203"W.T.HELICAL LEADS&EXTENSIONS <br /> TORQOE RAno OFM-9 Fri ICC-ES AC358-REPORT#ESR-3750 <br /> T/STEM WALL= <br /> FIELD VERIFY max' <br /> s,Qi(TYP) I I I I I I <br /> 8"MIN THICKNESS, T/FIN GRADE 1 <br /> rp IX B9PoN <br /> CONTRACTOR TO VERIFY - - - VARIES <br /> . 11=IIII=IIII=IIII= ��) � I I »{ �d <br /> IIII=IIII=IIII=IIII= �, <br /> =m1=lin=lTll= (E)FTG TO BE CUT FLUSH <br /> O IIII=IIII=IIII_Ilh j <br /> u =lin=liu= ,I WITH FACE OF STEM WALL <br /> w w IIII=u11=IIII - INSTALLATION POCKETWITH A 12"MAX WIDTH <br /> �1D� �° W <br /> x V Lu , .. IIII—IIII—IIII=II = <br /> Z > , —IIII—IIII=UI_ <br /> o F =IIII=IIII= II=11 "P G maE <br /> N U IIII=IIII=1 =IIII=_ - eanaxurs s%RP) "Eu D z O <br /> N 11=IIII=III IIII=IIII D,.,�, PH( NDIXm "`� W <br /> =IIII IIII=IIII=11 FIELDT/CON FTG= b �Dcn mL"� D,Y;n sHnno�M.�� ;i.�°w.w� (ul ""° a> orsan�, m. IP-. PNA �°'��' (7 <br /> - - - - I= - - FIELD VERIFYE..II��G( ( oR HxR.PP�HD Z <br /> IIII=IIII-1111—IIII—IIII-11 IIII=IIII-111 T1PC1i <br /> n�oa.x� z Ar9s• III <br /> "_" =IIII=_IIII=IIII II=IIII=_IIII= � � REvun zD3wa. v w <br /> 1. PILE AUFT iO MEET OR IXCEED REWIREMENf50F0.6TM A500,B0 YSR. IOFAL PART#AB <br /> =_IIII=_IIII=11 IIII=IIII=_III TESTQLTOMEETORIXQE na=SHAFTDIAMETEa°N5 _ L 3Pr(a J �J,J Z <br /> P A D REQu REMEN OF A Gn A6n RADE W. L <br /> AunE11QoAREFORMEDBYPREssD(EIEADtn'GEDGEOFHEUQSAnE ENSt-LTMlarEss -� (Tv% Z Z <br /> II=IIII=_II IIII-IIII=1' "" 9. H¢ixw�nGaR <br /> IN_i3inMaHEoumRa HELownHEix. m °N °�` <br /> GCE.DD B w <br /> —___ _ I I=III=_III' N LF.,Dt L,,(rED E,(�Ns1..3 THREE(3)itn6 TRIPE E><rENs( � O Q v v 1. PLATE STEEL TO MEET OR E%QED REQUIREMEMS OF AETN ASTyA1018V-6,50- ER QFTHE IwSi xEux Ox in[PRECEDmG$11PHT. FL1G OR QUAD.HELIX <br /> Dm <br /> =IIII II=_IIII=_IIII=IIII— =IIII-_ I' :. AuwELDmGTOBEPERwRMEDB OPQU—NEDw,3nDRT0-1.]S1RDE1Lw,L 5. HELD(DUMEFERSMEW,IV,Ir.N19'.STANDPHDHEI,x tLl sHAE,�NGrHMFEFT <br /> _ WELDING CODE STEEL. ��:3/e._ (EXAMPLE.T=)) <br /> 1=IIII=IIII=IIII=IIII —III= ,. Oevn INCPER Mnls3/w nnlz3.eRESEaSusOnvnn.�. D]-HEuxDUMEreR(s)m1Nas "DD <br /> �N PTa <br /> b. AL E DING TO BE PERFORMED BY CERT1flED WELDOR 11 ACCORDANCE <br /> M—,—I =1 °0.Y"" 9 i0]ll PROMUEFARY AND COxFNDlDAL LW (EXAMPLE:1W 10) 30p PROPwEtARv <br /> (E)CONTINUOUS ""_' -''=11I-1 - IDEAL HELICAL PILE&REPAIR AP HgW D,.19TMKnRA WELDING oDE sEEL. <br /> 5. ZLTIMATE S1RUCfURAL GPAJIY 15601GP5. ). HOTDIPGALVANQiNG PER ASTM Al53/ASTM A1i3.BARf 51EEL L9 AL90 %=q>„(SEPAAATE6 HELIX DIAMETER(B) <br /> ())/B"9 X 3'GALVANTLED THREADED ROD ASTht A193(GRADE Wt. LRS ° 30N1 ZI HOT DALE. D HFlI%THiC10965) , 2030 <br /> BRACKETASSEMBLYPER s: (.)zeGuvANgDHXNU-AMu9. 1 CAL a (2)N4-Dun,EtERX4IrrONGGUVAM®HAWHABaTAm-1 m-H�Eu�I«NFss ' C <br /> CONC FOOTING . (b)), GAL.AN1EDnATW�HER�.A9nF.6(3)WA—M-MUSEDONTHETOPOF <br /> NOTES: R&RFOUNDATIONSPECIALIST �° "RADE°"&`"BDE"TBIX°E � Group AND(3)3/9"GAVNUIIDHFAWHU ASMA19,(GRIEINJ. G= V tm T%) Group <br /> B. UI—INED IN ACCgiDA)FS WITH ICC-ES At358 ACCE➢�AHQ IW.YImLa%r.mn 9. HELICAL P11E p55EF10LIB MWUFA A.INALMINANQW13xI— <br /> TO CONFORM TO ESR-3750 —TEM6 AND DFAQ6. D D ''"B"°° A 6B1—RE vaTI:R.3)60)A EP ANQ R EUA OR HEL <br /> 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION O HA OPH `DUN° OH z>arPc sxEE 1oF1 P� EO—OHssE s NDDE o3 sHeET1a 1 <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 2-7/S"SHAFT W/10"DIAM <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2.ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION DOUBLE HELIX W/3 PITCH <br /> RESISTANT SYSTEM.THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED <br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME AND <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 153/A123. <br /> 3.AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT <br /> SHALL BE SEALED OR COATED TO PREVENT CORROSION. <br /> 4.REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT <br /> REQUIREMENTS.NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE <br /> APPLICATION OF THE REFUSAL CRITERIA. D� <br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. <br /> 1 fMUCALPILE INSTALLATION DETAIL 2 fW-UCALPILE INSTALLATION DETAIL 3 HEUCALPILE INS TAI.ATIONDETAIL <br /> PROJECT NAME <br /> 703 NM AVE <br /> E/F= <br /> WA98201 <br /> PROJECT NUMBER <br /> S240722-2XR <br /> DRAWN BY-JT <br /> CHECKED BY-M RT <br /> SHEET DATE-07/23/2024 <br /> SCALE <br /> Ln <br /> J_ <br /> Q <br /> LU <br /> W <br /> 0 <br /> z <br /> O <br /> H� ri <br /> o Q 0 <br /> a in Ln <br /> z <br /> z <br /> 4 5 6 0 0 <br />