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<br /> (THESE NOTES ARE TYP(CAL UN�ESS NOTED QR DETAILED flTNERWISE QN DRAWINGS) (TNESE NOTES ARE TYPfCA�UNt,�SS N(�TED dR D�TA{LED OTHERWISE ON DRAWINGS} � �
<br /> CtJDE FOUNDATIfJNS:Sd1.D1ER PILE5 AN�HOR Lt�AD T�ST 2�C} d�7H AVE, S., SU!'�E 2C}4
<br /> , �bFAOND�, W�SHING70N J�024
<br /> AE.L MATERIALS, WORKMANSHIP, DESIt'aN,AND CO(�!S`CRkJCT1C7N SNALi.C�}�IFORM TQ T�-IE DRAWINGS, SQI�S REPURT: REPC7RT NO: ES-�i132 AT LEAS�'{�}ANCHOR SNALL BE PERFC�F�MANC�TESTED T�2(70°fo OF TNE DESIGN LQAD.ANCHORS TO BE T�STED "`L"�}�l Np-C�: � PHf}NE �4Z5� 7?�-'-�50fl
<br /> SP�CiFlCATfQNS,AND 7HE iNTERNATIt7NAL BU11.�}ING CUDE(IBC}, 20�.5 EDITICIN.SPECIFlCATIONS AI�D 5TANDARDS PREPARED 8Y: EARTH S�LUTIONS NW SHA�.I.8E SELE�TEC}BY i"NE GEQTECN�ICAI.ENGINEER.ADDITIONAL ANCNOR TESTS N1AY B£ REQUIRED AT THE �Q\ � REDUCE ACTIVE �AGGING F�X �425� 77$""5536
<br /> WNERE R�FEftENCED ON THE dRAWINGS ARE TQ BE THE LATEST EGITIC3N. DATED: MAY 25, 2018 REt�.UEST dF TH�GEQTECHNIC��SPECIAL lNSPE�TOR. CONTftAC1"(7R SHA�L BE RESPONSIB�E FC}R INSTALLATI�N C}F "S'� '
<br /> �} � �. PRESSURE BY �
<br /> DESIG�# C�AD5 WHALERS IF REQ,UIRED TO �3MIT PII.E L�EF�ECTI�N DURING TESTING.THE PERF�RMANCE TEST SHALL BE r'�1 � SO%Q{TEMPORARYj
<br /> PASSIVE EARTH PRESSURE: 175 PCF CC}MPLE`1'�D BY INCf2EF�lENTAI.LY L�ADING THE GRQUND ANCH(JR IN ACCORDANCE WITH THE FdL�QWING�ABLE. ANCNOR PER 2•ti W 25°fo(PERMANENT) .
<br /> ACTIVE EART�I PRESSURE: 35 PCF PLAN z
<br /> REFER Tt} PRESSURE DIAGRAM S�ISMIC: 4H � �
<br /> ANCHt?R�.OADING ANCHOR UN�C�Ai�ING � _
<br /> STA7'EMENT(3F SPECIAE.INSPECTI{)NS �Q4TINGS SHALt�BEAR ON FIRM tJN�ISTUftBED EAftTFi Oft 12"OE C�IMPACTED STRUCTt1RAL`FII.E.A5 REQUIRED AN� LOA� NC3LD TIME L�AD HULD TIME '`� � •
<br /> SPECIAL INSPECTION5 AftE ftEQUiRED AS INDICATED IN TFi� FQLLCIWING TABLE.THE CONTRACTQR SHALL SUBMIT A AT L.EAST 1�" BEL(7W ADIA�ENT EXTERIQR GRADE. ANY FOOTlNG ELEVATfON5 SHC�WN 1N THE DRAWINGS 1 EX1ST GRADE—�- - -N --- ,
<br /> REFRESENT MINIMUM DEPTHS AND ARE �QR 8lf�DING ON�Y.ACTUA�FOCITING E[.EVATION5 ARE SUBJ�i.T TO S1TE aLIGNMENT LOAQ 1 MINUTE 1501 DESfGN t�OAD UNTlL STABLE y
<br /> W R I T T�N S 7 A T E M E N T C 7 F R E S P O N S I B l�1 3 Y T O T H E B U i�0 1 N G d F F I C f A�A N C 3 O W N E R P R I C 7 R T{�C O M M E N C E M E N T C?� "
<br /> CC?t�il�(TIONS AND MUST 1'N�REFORE BE ESTABLISHEC� BY THE CONTRACT�JR. FOQTINGS SNALL SE CEIVTERED BEL�W 5C}°10 DESIGN LQAD 5 MfNUTES 10(}°lo D�SIGN LOAD UNTI�Sl'ABLE
<br /> WC7RK IN ACCt�ROANCE WkTH �HAPTER 17Q4.4 C}F THE IBC. 4M PSF SEISMIC a
<br /> COLUMNS OR WALLS ABQVE, UNLES5 NOTED OTNERWISE. o � S�IRCNARGE �� � '
<br /> 1QQlo DESIGN LOAD 5 MINU1"ES 50%f7ESlGN LOA[} 11NTIL S"f'ABLE � II � .
<br /> FREQUENCY AN� DIaTRIBUTtON OF REPURTS- INSPECTiON REPORTS SF#A�L BE PROVIQED�CJft EACH DAY ClN SITE BY {PERMANENT} 0 y ;."�
<br /> SPECIAL INSPECTOR. S7RUCTURA��}BSERUAI'I�N REPC3RTS SHA��BE P�tC}VIDED AFTER EACH OBSERVATIdN. REPORTS BACKEIL�BEH{NQ ALL RETAlNING WAL�S WITH WELL-DRAINiNG, GRAtVU�AR �IL�AND PRt�VIC�E FC}R SUBSURFAC� �.SOI DESIGN LQAD 5 MINUTES A�.IGNMENT LOAD UNTfI.STABLE � � 175 PCF PA551VE
<br /> SHALL BE OISTRIBUTED TO TNE CCINTRACTC�E{,ARCHITECT, ENGINEEft ANC7 BUI�#�IN�OFFICIAL. DRAINAGE. PROVIDE DAMPPRUOFIC�G A7 EXTERIQR FACE OF ALL FOUNDATION WA��S EXPOSED Ta EARI"M PER a � II
<br /> ARCHiTECTURA�SPECIFICATIQ�IS. 20010 DESIG�! LOAD 60 MI�It1TES � 35 PCF ACTIV� � II PRESSURE ACT1N,�'.�
<br /> PRESSURE N Il QN 2.5 x PILE DfA � M �
<br /> SPECIA�INSPEC7tt�1y � �,�
<br /> . EXCAVATIdNS AND DFtAINAGE INSTA�LATIDN SHAL�BE C}BSERVEI� BY A SOiI.S ENGINEER RETAWED BY TNE gWNER. TNE ALIGNMENT�OAD(ALJ SHC}U�D BE THE MINIMUM I.QAD REQUIREC7 TCJ ALEGN TNE TESTlNG APPARATUS& � 11 �*�� .,� x
<br /> (?P�RATIt}N CfJN7 PERIQDiC REMARKS IF EXCAVATI�N SHQWS SOI�CONDITICiN5`i'O BE QTNER THAN TN{�SE ASSUMEt�ASOVE, NQTIFY TNE STRUCTURAL SE-It7ULQ NOT�XCEED 51 QF TNE OESIGN l.OAD. OIAL GAUGES SNQULD BE SET TO ZERU AFTER THE AUGNM�NT � �E �;��� ��.y, �ct�
<br /> ENGINEER FC7R POSSIBLE FOt1NDATION REDESIG'N. LOAa HA5 BEEN APFL.4ED. R ➢ �� � � � '*
<br /> SC)1LS UTIlETY�QCATlQN EXISTING CQf�1DtT1(��i5 0 � :
<br /> SHORING X GE�TECH E(�GINEER "�" A CREEP TEST SF�IALL BE PERFURMED C}URINC"a THE 20010 DL HC7l.[}TIME.ANCH�"JR MQVEMENT[)URING THE CREEP
<br /> TNE �.QCATI{�NS OF EXISTING UTIUTIES ANC3 SITE FEATURES SHC}Wt�f HEREON HAVE BEEN FURNISNED BY t�THERS BY TEST SHAL�BE MEASURE€)& RECt7RDE�/�T 1, 2, 3, 5, 6, 1�J, 2C}, 3{7, 40, 50 8c 60 MlNUTES OF E�.APSED TIME FROM PRC7VIDEt� BY EARTN SO�UTIC7NS i�lW ���� ���
<br /> EXCAVATION & FILI� X GEQI"ECH EN�iNEER WHEN THE �QAD INCREMENT WA5 APPLIED. REPC7RT ES-6132 DATED MRY 25 201$ "� �
<br /> FIE�D SURVEY OR UBTAINED FR(�M A1lAiI�ABLE RECC�RDS AND SHQULD TNER�FORE BE CCINSIDERE[�AP�ROXIMATE ' �'S��IVA�.
<br /> SOLDIER PI�E INSTAc�ATION X GEt�TECH EIV6INEEEt C7NLY ANC7 NOT NECESSARIGY COMP�ETE. IT IS TNE SC7LE RESPQNS[BI�ITY OF TNE CdNTRACTOR TO INDEPENDENTLY ANCHOR P#tt}�f TEST
<br /> VERIFY THE ACCURACY OF AL�UTILITY LOCATIC7NS SHOWN AND TQ FURTHER D(SCC7VER AN[7 PROTECT ANY t7TNER '
<br /> ANCNOR 1NSTA�LATION X GEflTECH ENGINEER C��f���(�
<br /> UTI�ITIES{VOT SHOWN NEREON WH1CH MAY 8E A�FECTED BY THE IMf�LEMEI�ITATIQN GF 1'HIS P(.AN. CG A��OTHER ANCHC)RS SHALL BE PRC}(�F TESTED TO 130°lo C7F THE DESIGN I.UAD BY iNCRE1VIENTAL�Y�OAEIING TH� (� �^ np�~ �-yp �^ ` ' /� ,/�
<br /> ANCHOR T�STING X 6EC}TECH ENGfNEER ENGINEERING ASSUMES NO RESPdN51BIk,ITY FC}R THE COMPLETENESS OR ACCURA�Y C}F THE EXI5TING UTILITIES ANCHORS lN ACCORDRNCE WITN TNE FOLLOWING SCHEDULE.AT�.OAD INCREMENTS QTHER TNAN TI-iE MAXIMUM ��`�-�'�I �4� �til1 I � C` T1�J�V R� ��A��,f 1�Y1 1 TI E BA�K
<br /> AND SIT� FEATl1RE5 PRE5ENTED C}N 7HE5E DRAWIt�GS. TEST LC}AC�THE t,�AD SHA�.I.BE HELD L{}N� EN�UGH T�OB1"AIN A STABLE R�ADING. � SCA�E: NTS
<br /> Ct}NCRETE
<br /> �
<br /> CONCRETE TE51'SPECIMENS X CQNTRACTQR SHAI.� �OCATE ANL} PROTECT ALL t1TIl.IT1ES DURING Ci�NSTRUCTIUN AND SHALL CC}NTACT TNE ANCHOR l.DAD1NG
<br /> UNDERGRC}UNa UTILITIES L�CATIflN 5ERVICE{1-8(10-424-5555}AT LEAST 48 HOURS PRIOR TtJ CflNSTRUCTION. l.pAD NtJt,D TIM� '$
<br /> St-iQP $c FIELD WEl.C7tI�tG �
<br /> ��_�� CONTRAC70R SHAL�.VERIFY ALL CONDITIQNS ANO DIMENSIONS AT T�iE PRdJECT SlTE BEF(�RE STARTING W{7RK SOf DES16N I.C�AD UNTIL STABLE
<br /> SINGLE PASS F1�LET WELDS� ��16" x AN[7 SHALL NOTIFY THE ENGINEEft OF ANY DISCREPAhICIES.
<br /> Fl��.ET WELDS> 5/16" }( 100°lo flES1CaN LOAD UNTIL STABE.E .
<br /> IF TFiE ACTUAL FIELD VERIFIED LC?CATIUN OF UTILITlES GflUt�D RESU�.T!N A CC]�VFLiCT WITH 1'F�E SHORING,THE �30I DESI�N LOAD 20 MENUTE5
<br /> PARTiAL 8c COMPI.�TE PENETRATI{aN X EIVGINEER SHA�L BE NOTIFIEI� IMIVIEDIATELY.
<br /> OTHER WEL�ING X TNE A�IGNMENT I.OAD {AL�SHt7ULD BE THE MINiMUM LOAE� REQUIRED TC�ACIGN THE TESTING APPARATUS& ,�
<br /> PRIflR Tt�CQNS7�RUCTICIN, Ct�NTRA�TQR SNALL VERIFY T�-{A�i"CIVERHEAD QBST'RUCTlOf�S, CNCLUDING ELECCRIC�L �}�q{J�p �J()7 EXCEED S°lo OF THE DESIGN �OAD. DIAI.�'iAUGES SHOUL[) BE S�1"TO ZERO AFTER THE ALSGNMENT � ,
<br /> NOTE: f LINESr D(7 NOT INTERFERE WITH l3SE C7F�f"HE CQ�VTRACTOR'S QRILLING Et�1JIPMENT. I�OAD HAS$EE1�1 Af�P�IED,
<br /> ALL ITEtVIS MARKED Nt1TN AN X SHALL BE INSPECTED lN ACCt�RDANCE WETH IBC CHAPT�R 17. SPEC(AL F..:_'"
<br /> lNSPECTION SNR��$E PERFORM�D BY A QUALIFIED TESTING AGElVCY DESIGNATED BY TNE C7WNER.THE COOFtDINATE AND ARRANGE FOR ALL l�T]�ITY RELOCATIt�NS ANDf C1R SERViCE INTERRUPTIONS WiTH TNE AFFECTED THE MAXIMUNI T�ST�QAD SNALL BE HEI.D PER THE SCNEC}ULE.TH� L{}AD NQLD PERIOD SNA�E.START AS SOON AS � �
<br /> ARCHITECT, STftUC�'URAL ENGIIyEEFt,AND BUILDII�lG C7FFICIAL SNA�L 8E FURNISNED WfTH COPIES OF ALL OtNh1ERS AND APPR{�PRIATE UTILII'Y CClMPRNIES. 1f�3�CERRtJPTIONS TC� EXISTING UTILII"IES SHALLBE MAt�E Q(�tLY THE MA}{IMUM TEST LdAD IS APP�IE[) &THE ANCHUR MOVEMENT SNAI.L BE RECQRDED AT 1, 2,3,5, 6, 8e 10 � � ti;
<br /> RESU�TS.ANY INSPECTIC}N FAl(.lNG TO IVIEET THE PRQJECT SPECiFICATIQNS SHALL BE IMMEDIATE�Y BRQUGNT WITH THE WRITTEN APPRQVA�OF TNE AUTHC}RIl'EE�GOV'ERNI�yG SAIQ U7ILITIES AND WITH A N11NEN1UM 48 H�URS MINUTES. IF THE TC7TAL ANCMC}R MOVEMENT EXCEED5 0.04 iNCHES,TH�MAXIMUM TEST�C7Afl SHALL BE HE�D �- � �
<br /> TO TNE Arl"ENTIUN QF TNE DESIGN TEAM. ADVANCE N�TlCE. FOft AN AD[�iT101VAL 50 MINtJTES &ANCHOR MOVEMENT SNA�L BE RECC}RDED AT 2{�,30,SO&60 MINIJTES. IF � � ,�
<br /> RNCHC�ft FAILS IN CREEP, RETESTI�lG WI1.�N(77 BE AI.E.OWED.
<br /> EXISTING UTI�ITY �INES!N SEFtVICE WNICH ARE DAMAGED DUE TO CON�TRUCTICIN WQftK SHALL BE REPAIRED AT
<br /> SHOP f}RAWINGS t�,_i �
<br /> CONTRACT�Ft'S EXPENSE At�L� INSPECTED AND ACCEPTED BY OWNER'S REPRE5ENTATIVE PR(aR TO BACKFILLING. ACCEP7ABLE ANCHOR 7ESTS � r�.
<br /> SNdP DRAWINGS F�R THE FO�LflWING ITEMS SHALL BE SUBMITTED TC!THE ARC�i1TECT AND STRUCTURAt� EROSION AND SEDIM�IVTA1'IQIV C01�1TRCl� A I.QAD TESTED QR PRflO�7ESTED ANCHOR 1NITH A 1{�MINUTE HC}�D CREEP TEST IS C0�J51DERE0 ACCEP�ABLE �
<br /> �NGINEER FOR REVIEW PRIQR T�7 FABRICATIC?N:
<br /> WHEN:THE ANCHQR CARRlES TNE MAXIMUM TES1" LOAD W(TH LESS THAN 0.04" OF MOVEMENT BETWEEN TNE 1 �
<br /> 13 SQLDER PiLES ALL DlSTl3RBED SOIL AREA�SHALL BE SEEDED C7R STABILIZED BY CITNER ACCEPTABLE METH�DS FC7R THE & 10 MINk�TE REA[�INGS. W �'"'�
<br /> PftEVENTIC7N OF QN-SITE ERO51�N AETEFt THE COMPLETI(�N C}F CONSTftUCTION.
<br /> 2, GROUTED ANCNORS p '�``. � '
<br /> A�CIAD TEST QR PRCJQF TESTED ANCHQR WITN A 60 MiNUTE NQ�D CREEP TEST IS CON5lDERED AC�EPTABLE o�
<br /> SHQP DRAWING5 SHA��BE REVIEWED, REVISED AS REQUIR�D FOR FIEL[�CONDITION5,AND DATE STAMPED BY THE �HE CCINTRACT4R 5HA�L KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING.WASN�NG C}F STREETS WI�� WHEN:THE AtVCNOR�ARRIES TME MAXIMUM TEST L�At�WlTH I.ESS THAN 0.08"OF MaVEMENT PER L.t�G Cl'CGE a
<br /> C4N`�RACTOft PRIOR TO REVIEW BY TNE ENGINEER.Ct7NTRACTf�ft SHALL PRQVIQE�3}SETS OF SHOP DRAWINCS F�R ��T��'��~�-�W����THf}UT PRIOR APPR[}VAI�. OF THE TIME &TNE CREEP RATE 15�INEAR OR DECREASING. Y
<br /> ENGINEER`S REVIEW.ALI.OW TW4 WEEK5 FOR SHOP DRAWIN�a APPROVAL BY�NGINEER. �'• �.
<br /> REFER`TO CIVI�RRAWtNGS F(�R ADDiTIONA�EROSEON CONTR{7L INFCIRMATION. I�!ADDITIt�N TC}THE ABOVE,A TESTED ANCNt.�R SNALL NOT EXPERIENCE A PULI.i�UT FAI�URE AT THE MAXiMUM 'd
<br /> T�SI"I,CJAD.A PUI.LQUT FAlLURE IS DEFINED AS THE LOAD AT WHICH ATTEMPTS TO 1NCREASE TNE TEST�OAD � '
<br /> ENGINEER'S SH(�F' DRAWING REVIEW IS FUR CENERAE.CQNFQRMANCE W1TN 7NE DESIGN CONCEPT AND CiJNTRACT 7EMPCIRARY SHC?RING � ,`:
<br /> [�CICUMENT�. MARKINGS(�Ft CUMMEN�fS SHALI.NCIT BE GQNSTRUED AS REL.IEVIN�TNE CONTRACTUR FROM RESUL.T!N CQNTINUED PULLQUI'MOVEMENT QF`fHE TEST ANCHOR. DESIGN: SC}T
<br /> CQMPI.IANCE WITH THE PRC}�ECT P�ANS AND SPECIFICATIONS.THE CC7NTRACTCIR REMAINS RESI�ONSIBL� FC}R CONTRACTdR SNALL BE RESPC}�1SIB�E FC3R AND SNALL IN5`i"AL�AND N1AlNTAIN TEMPCIRARY SMORlNG AND
<br /> DEl`AILS AND ACC�IRACY, FOR Ct�N�ORMING AND CORFt�LATING ALL QUANTITIES AND DIMENSIf?NS, FOR ANCNORS THAl"HAVE CREEP RATE5 GREAT�R THAN SPECIFIED CAN BE INCORPQRATE[� IN THE FINISHED WORK A1"A
<br /> SELECTING FABRICATIdN PRQ�ESSES, FOR TECHNIQUES OF ASSEMBLY,AND FOR PERFC7RMING TNE W{�RK IN A 5AFE ������� �N ADDITI�7N Tt}SNORiNG SFiaWN ON TH�SE RIAI�S AS NECESSARY TO PRQTECT WQRKERS, EXISTING �pAD EQUA�TQ 1/2 C}F THE FAILUR� �t�Af�.THE FAICURE GOAD IS TNE MAXIMUM I.C}AD CARRIED BY THE ANCH(�ft DR�WN: Afif�
<br /> BUILDlN6S,STREETS, WALKWAYS, UT{LITIES AND OTHER EXISTING AND PROPOSED IMPRQVEMENTS AND ,
<br /> MANNEft. EXCAVATIONS AGAlI�ST LOSS C}F GRt7UND OR CAVlNG EMBANKMENTS. CONi"RACT�R SHALL ALSO BE RESPC?NSIBLE AFTER TNE I�OAD HA5 BEEN A�L{}WED TO STABILIZE FQR 1Q MINUTES. CNECK: DMT
<br /> ENGINEER'S SNOP DftAWING REIIlEW QF STRUCTUftAI.CClMPONE�iTS DESIGNED BY dTN�RS IS F(7R�t}ADS IMPOSEO FOR REMC}VAL OF ANY T�MPORARY SHC�RING AND BRACINC,A5 REQUiREC}. IF AN ANCHCIR FAILS,TNE Ct�NTRACTOR aHALL BE RESPONSIBLE TO MdDiFY TNE DESIC�N AND/OR THE .1�JB NO: 'I 8(��5.1 0
<br /> tJN THE BASIC STRUCTURE.TF-{E CCiMPQNENT DESIGNER IS RESPONSIBLE FQR CC}DE CQNFORMANCE AND ALL CflNCRET'E/GFtOUT INSTALLATItJN METNODS U5ED IN CC3NSTRUCTI4N.ANY MQDIFICATfQN5 BY THE CC}NTRACT{3R THAT REQUIRE C7ATE: 08�3C}�1 8
<br /> Ct�NNECTIUNS 1't�THE BASIC STRUCI"URE.SHtJP DRAWINGS SNALL lNt71CATE MAGNITUDE ANE3 DtRECTION QF THE CHANGES TC?THE STRU�TURE SMALL HAVE PR1flR APPROVA�PER THE �NGINEER.
<br /> �C7ADS IMPQ5ED flN THE BASIC S`�RUCTUR�ANC}�NA�� BE STAMPED&SIGNED 8Y A PROFESSIQNAL ENGINEER AL�CONCRETE WOR3{SNAL�CONFORM TO Tf�E REQUIREMENTS aF CHAPTER 19 OF THE INTERNATI(JNAL BUIGDiR1G
<br /> REGlSTERED lt�THE SAME STATE AS THE PFtOJE�T. CQDE. Ct�NCRETE STRENGTHS 5HALL BE VERIFIED �Y 28-DAY STANDAftD CYLINDER TESTS, UNLESS APPRCIVE[� PlLE CUaR0510N PRt'}TECTION
<br /> OTHERWISE.GROUT STr��NGTHS SHA�L BE VEftIFIED BY 2-INCH CUBE TES1'S PER ASTNl C109.
<br /> - FABRICATIt7N SHAI.L BEGIN ONLY AFTER SHOP DftAWiNGS BEARING 7HE STAMP AND SIGNATUR�OF THE PRQJEGT PILES SHALL BE PAlNTEC7 TO PROTECT AGAINST CiJRROSlC}N. BEFORE APPI.YING PAINT PIL�S SHALL B�C�.Et�N f��yD �
<br /> __ ____� �__- _______
<br /> FREE OF RUST OR DEBRIS. PAINTING SNALL CC7NSIS7 OF AN ORGANIC ZINC PFtIMER CC�A1`NOT LESS THAN 2.5 MICS �ta�- �.^T- ��f
<br /> ARCHITECT, ENGINEER QF RECORD,AND CC}NT#�ACTOR HAVE BEEN RECEIVED. C{�NCRETE MIX DESIGNS SHAI.L Ct}N�{3RM TO THE UNIFC}RM BUILQING C�[�E. CQMF'RESSIVE STRENGTN A`C 28 DAY5 � .�
<br /> SNALL BE AS Fa�LQWS: DRY FII.M TNICKNESS.TQP COA�'SNA�L CQNSlST(�F AN EPQXY PAINT N07 LESS TNAN 3.0 MILS DRY FILM 1'HICKNESS. , �
<br /> STRUCTURAL STEEL PILES SNA�L BE PAINTEI7 Tq 2'-0° BELQW GRADE MINIMUIVI.
<br /> SOLDIER PfLE CONCRETE
<br /> STRUCTUE�A(��TEE�DES{GN, FABRICATION AND ERECTICIN SNAL�BE lN ACCQR[7ANCE WITH THE AISC ABOVE GRADE. �EAN CQNCRET� f'c= 5(3Q PSl ANY SCUFF MARKS QR SCRATCHES THAT OCCUR DURiNG CONS�RUCTItJN SHALL BE REPAIR�D WITH A FIELD ;
<br /> "SPECiFiCAT1C7N FOR 7HE �ESIGN, FABftICA7'I�N,AND ERECTION OF S1`Etl1CTURA�STEEL FaR BUILDINGS", LATEST BEI�OW GftADE: LEAN CONCRETE f'c=2500 PSI APPL(ED EPt�XY PAINI�. ,
<br /> EDITIQN.
<br /> GRt7UT�D ANCHC?R TlMBER LAGGINGjSAWN LUMBER
<br /> SNAPES SHALL Ct�NF�RM Tfl ASTM A992, Fy=50 KSL GROUTED ANCHOR f'c=3000 PSI MIN
<br /> SAWN LUMBEFt SHALL CONFORM T(�GRADING AND DRESSING RULE5, WEST COAST LUMBEEt IN5PECTION BUREAU
<br /> PLATES 5HAl.L CC�NF�RM TO ASTM A36, Fy=36 KSI. GROU7ED ANCNORS , (WCUB�, LATEST EDITION. LUMBER SHAI,C.BE TNE GRADE �ISTED BEI.t�W: : �
<br /> Bt�LTS Ct}NNECTING STEEI.MEMBERS�FiAL��'ONFORM TU ASTM A32S-N. BOLTS 5HALL SE �J4"� MINIMUM, UNCI GROUTED ANCf-iORS SHALL BE {VIANUFACTURED BY DYWIDAG SYSTEMS INTERNAT(ONAL QR ENGINEER APPROVEE� AL�.LAG6ING SNALL BE TREATED WITH ACZA WOOD PRESERVATIVE TREATMENT WITN THE �EVELS USTED BELOW. �
<br /> ANCFiOR BOL.TS SHA�L CC?N�C�RM TO ASTM A307. EC2UA�..ANCHORS SNAL�8E FACTORY[�OUBLE CORRQSION PR�TECTED. REFER TO ANCH(�R SCNEDULE FUR ANY LA��IN� FI�LD CUT SHALL HAVE ACZA TF�EATMENT FIE�D APPLIEC�TQ THE CUT END, �,,,�. �;
<br /> . GRflUTED DIAMETER AND ANCHOR ROd DIAMETER. ,
<br /> ALL EXTERiC3R �XPOSED STEEL.5HALL BE HC�T-0IP 6ALVANIZE(�. SI2E SPECIES GRAD� Fb(PSI) ACZA TREA7MEN7 � � .
<br /> ANCHC}R RaDS SHALL CONF�RM TO ASTM A722,fu = 1S0 KSI ` ;
<br /> CONTRACTOR SHA��.PRQViDE�C}NNECTIQN ADJUSTMENT 7(�L�FiANCES TQ SATISFY TNE REQ.UIREMENTS t7F AISC WA�� �AGGING 4x12 HF #2 850 0.4 tBSJCU FT
<br /> MANUAl.QF STEEI.CON5TRlJCTIQN. ALL ANCH�RS SNAL�BE LOCKED{�FF PER 7HE ANCHUR SCHEDULE
<br /> UN�ESS SPEClFIEC�AS STAINLESS STEEL,AI.L STEEC MEMBER5, SHAPES, BOLTS,AND ACCESSORIES E�POSED TO
<br /> ANCHOR TESTING PROCEQU�tEjCON5TRUCTIt�N SEQUENCING: �....+r ,
<br /> WEATHER S�-lA�L 6E HOT QIP GA�VANIZED. EACH GRQUN�ANCHOR SHA��.BE TESTED.TN� MAXIMUM TE5T LC}ACl SMAL.L NC3T EXCEED THE MANUFAC7URER PRECaNSTRUCTIt7N MEETING �
<br /> 1NELDING RECOMM�NDED MAXIMUM LUAD.TEND��!ANCHOR5 SHA�I.�EiOADED Slfvlll�TAN�C?US�Y TC}THE ENT'IRE � � �~ �
<br /> CC)N'i'RACTUR SNALL CALL�'NE ENGfNEERING INSPECTIC}N LlNE TO SET UP A PR�CC?NS1"RUCTIC7N MEETING
<br /> TEND�N. STRESSING (�F A 51NGLE ELEMENT OF MU�.TI-EE�EMENT TEfVDONS WlLL NOT BE PEFtM(77'ED. �
<br /> PRIC?R TO ANY SITE WORK. � �
<br /> WELDING SNALI.CQNFORM TQ AWS "STRUCTtJRAL WEI.�IN�CQDE", LATEST EDI`('iON,AL�WEl.D1�1G SHAL�BE � � (`� �
<br /> DONE 1NITN 70 KSI L(�W NYDRQGEN E�ECTRODES. WHER�NOT CALG�Q OUT, MINIMUM FI�LET WELD SIZE SF#A�L BE A DIAL GAUGE tJR VERNIER SCACE CAPABLE C}F NIEASURENG T{�0.�01 INCHES SHALL BE USE(�Tt�MEASURE TNE CONCRETE PLACEMEh1T � „`�. �
<br /> PER TABLE 5.8 IN AWS D1.1, LATEST EQ(TION. GRdUND ANCHOR Mf7VEMEN7.THE lVIC�VEMENI"MEASURING DEVICE SNALL HAVE R MINIMUM TRAVE�EQUAL 7'0 � ,,,� �
<br /> T H E T H E O R E T I C A E�E�A S T I C E L t}N 6 A T l C l P I O F 7 H�T O T A L A N C H(7 R �E N G T M A T T H E M A X I M U M T E S T l.C}A D p�I JS 1 '� � d � `'
<br /> C(7CUCRETE SHA�L NC�T BE AG�.C}WEC}TO FREE-FAL�TO THE BO`C1"{�M OF THE DRIG�ED HOLE, 8UT SHAI�I.EITNER
<br /> ALL WELDING SHA�L BE DONE BY WASHIt�GTCIN ASSC}CfATIC7N aF BUILDIiUG C}FFiC1ALS (WAB{�)CERTIFIEa WE�DERS. INCH.TME D1AL GAUGE OR VERNIER SCALE SHA�L B�SUPPORTED IND�PEN[7ENT C}F TNE JACKING SYSTEM & gE TREMIED OR f�UMPED 1NTC7 THE HaLE. � � � 'r � ,
<br /> RETAINEI�STRUCTURE &SHALL BE ALI�NED SC}THAT ITS AXIS IS WITHIN 5° FROM THE AXI5 OF THE GROUN[� Lt,� � '°� � ,
<br /> EXlS1�ING BUII.DIi�G ANCNt>R. �A�G1NG � � �. �'1 �
<br /> .,�.J
<br /> CONTRACTOR SHA�L VERI�Y ALL[�IMENSCONS, M�N18ER SIZES AND Ct�N[�ITIONS OF THE EXISTIN� BUELDIN� A HYDRAU�iC JACK OR RAM 5HALL BE USED TO APPLY TNE TEST�OAD.THE JACK& PRESSURE GAUGE SHALL BE TIMBER CAG�ING SHA��BE 1NSTALLED AT SHORIN� WALLS.VOiQS BETWEEN L.AGGING AND St�IL SHAI.I.BE C� � `� � �" '
<br /> DE�'ICTED IN THE DRAWINGS,ANd �10TIFY THE STRt1CTURAL EMGINEEft OF ANY QISCftEPANClFS FOR PC}SSIBLE CA�.IS�tA7ED BY A(V INDEPENDENI'TESTI�JG �ABaRA�"t}FtY AS A GNIT.THE PRESSUftE GAIJC�E SNALL BE GRADUA7ED gACKFILL�D 1lV1MEf31ATEt�Y AFTEft LAGGING INSTALIATION. DRAINAGE BEHINC7 TF#E WA�L MUST BE (' � �
<br /> REDE51G1U. It� 100 PSI INCREMENT5 OR LESS.THE RAM TRAVE��F TH�JACK SHALL NQT BE �.ESS THAN THE THEORETICA� � � � `��'
<br /> MAINTAINED, IT IS THE GONTEtACT�R'S RESPONSIB(l.I7Y 1't� L.IMIT THE AMdUNT aF EXPOSED SC}I�WITHOUT
<br /> ELASTIC EL.ONGATION t�F TNE TC7TAL ANCNt�R LENGTH AT TNE MAXIMUM TEST�OAD PL.US 1 INCN.THE JACK SNA�.C� �
<br /> LAGGiNG Tt�AVOID LOSS C}F SOIL N� MOR�THAN 4 FEET OF EXCAVAT3C}N SHA�L BE EXPt�SED BEFORE � � �
<br /> GENERAL BE INC�EPENaENTLY SUPPORTED&CENTERED C3VER TM�ANCHt�R SO THAT TFiE ANCHOR DOES NtJT CARRY THE U�}
<br /> �� WEIGHT'OF TNE JA�K. fN51'A�LfNG LAG6lNG. � � �
<br /> STRUCTURAL DRAWINGS SNAL�BE USED IN CONJUNCTIC7N WlTN ARCHITECTURAL,CIVIL, E�ECTRICAL,AND ``�
<br /> MECHAhlICAL DRAWlNGS FOR B1�7QING AND CONSTRUCTION.CONTRACTOR SHAL�VERIFY ALL DtMENSIONS AND EXCAVATIONS SHAIL NQT REMAIN llN�AGGEC�C7VERNIGH`�. � �'} � . � � �
<br /> Ct�NDITIONS FOR COMPAT{Bl�1TY BEFC?RE PROCEE[�ING,ANY DISCREPANCIES SHALI�BE BROUGHT TC}THE �� � �
<br /> A`I7ENTlON C�F THE ARCHl7ECT BEFORE PROCEE{�ING. �
<br /> SNEET:
<br /> CONTRACTOR SHA�L BE RESPONSlB�E FOR ERECTiQt�STABII.ITY AND TENiPORARY SH�RING AS NECESSARY UNTIL € .
<br /> PERMARlENT SkJPPt7RT AND STIFFENING ARE INSTALLED. '
<br /> Ct�NTRAC�I'OR-INlTIATED CHAN�ES SHACL BE SUBM17TEd IN WRITING T{}THE ARCHITECT AND STRUCTU�tA�
<br /> ENGINEER F[�R AF'PROVAL PRIOR TO FABR(CA�IQN OR CflNSTRUCI"IC7N, CHANGES SHC}WN ON SN4P DRAWINGS "
<br /> ONLY W3�.L N�T SATISFY THIS REQUIREMENT, ,
<br /> DRAWINGS IN�ICATE GENERA�AND TYPICAL DETAILa C�F CONSTRUCTICIN.WHEftE CC}IVDITIONS AFtE N{�T
<br /> SPECiFICALLY INt7lCATED BUT ARE OF A SIN3ILAR CMARACTER TD DETAILS SHQWIU, 51MILAR DETAILS CIF �
<br /> CONSTRUCYI�N SNA�I.BE U5ED, SUBJECTTfl REVIEW AND APPRQVAt BY THE ARCHITECT AND THE STRUCTURA�
<br /> ENGINEER.
<br /> �.
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