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<br /> � -g i NUT 1.ANGI�OR RODS, NUTS, HARDEH�D WASFfiEFtS ANQ ANY OTHER :
<br /> � EMBEDDED Il"EMS ARE TU BE FUR
<br /> HARDENED NISHED BY CONTRA�TQR. �
<br /> � � � � � � 4f� • WASHER ° 2, ANCHOR. ROL7 DI�METERS WERE DETERMINED BY ALLOWABLE '� .
<br /> � _ � C? _ � ����m�� SHEAR AND T�NSION PER AISC SF'ECi�ICATIOfVS{FY=36KSI). '
<br /> � � P`- � � ►� PRQJECTIC.�N g,j, �- (ASTM F1554 GRADE 36}AI�CHOR ROD LENGThi, EFFECTS
<br /> � � � � �' "�"' � � OF EMBEDDED ARiCHQR RO[� EDGE DIMENSIQfVS AND METHOD
<br /> VARIES O�TRANSFERRING FfJRCES FROM ANCHOR RODS TQ "
<br /> F(�4TWGS ARE TO BE DETERMIf�ED BY OTHERB.
<br /> BOTTC7M OF 3, UI�LESS OTFfERWISE SPEClFIED, ANCHOFi RODS ARE DESIGNED
<br /> w�aTH w�aT� _ � BQTT(JM OF CULUMN
<br /> }-. W CO�UMN AND DETAIL.EQ AS"CAST-IN-P�ACE"ANCHUR R417S WITH
<br /> 2 �12" 2 1/2" 2 1/2"' 2 1P2" z a BASE �'LATE ELEV. BASE P�ATE "srvu��-i�H�r° car��vEcr�arvs.
<br /> 64mm 64mm 64mm 6�mm W � 4. F�Uf�DATlON MUST BE LEVEL, SQUARE AND SMOOTH.
<br /> ANCMOR RODS fv1UST BE ACCURATEI.Y PLACED AS SHC?Wf�
<br /> � C J m -TC3P OF FC)UNDATIC?N - CC�NSIdER �N THIS DRAWING OR STEEL WILL tVOT FIT. THE BUILDER
<br /> m ANY SPACE BETWEEN TH� FOUN�ATION IS RESPONSiBLE F(�R ACCURAT'E SETTING OF A�ICFtOR F20DS �
<br /> .... AND COLUMN BASE 1N ANCMOR RflD PER Ai�C COC?E OF STAN'DARD PRACTfCE, SEC 7.5
<br /> r LENGTFi REQUIREMENT
<br /> VARIATlUNS ARE SUMMARIZED B�LQW; `
<br /> STL� ` �IZ'� (13mm) �•GRO��RS C3$ANY TWO�R'S WITHIN A COLUM{V BASE .
<br /> THE 4" P'RQJECTION ABC)VE THE BUTTC?M ��THE BASE PLATE �� b. CENTERS�F AQJACENT AR GRQUPS; +_1/4" '
<br /> Ft�USH = {� �Qmm}
<br /> IS A SIJGGESTEL3 MINiMCJM TO ENSIJR� ADEQtJATE ANGHQR ROD c. TaPS�F AR'S; +-1/2" }
<br /> D�. (�� 3/�4" D1.E3. C�.3F3 ��t'�1Ur R�.S DZ {�� �f�" D1cZ. C�,�� ��11t;�14Z` RQd3 LENGTH. A D1F�`�RENT F'RC7J�CTION MAY BE F2EQl1(R�� BY THE d.ACCUM�tLi�TED C71M BETWEEN CENTERS OF AR GRQUPS
<br /> FQUNDAT(QN DESIGNER. ALON(a COLUMN LINE; +-1/4" PER 100FT., NOT TO
<br /> p�� �1 + _(�" �r;,l+ _'��� �]�.�,, �1 r ..,,,l+r j��,,,� r _7r� TE1E ANCHQR ROD P'ROJECTION M/�Y NEED TCJ BE CI�IT C?FF IF EXCEED 1"TOTAL.
<br /> i� r� THERE IS INTERF�R�NCE WITH {�THER PARTS. TYPICAL C�LlJMN �. ��M FRQMrCENTER t7F ANYAF2 GROUP FR4M CQLUMN
<br /> DltCl: A-=� b].I'tt: �'�
<br /> LINE; +-1/4
<br /> ��lGGESTE[� A�NCHOR RGd PROJECTIC)�J BASE PLATE DETAI L 5. DESIGN LOADS AND REACTI�RtSARE FURNISNED IN TNE
<br /> ElEV.��.Q{� r -��� E1'�T'=1OQ � -`�J�' REACTIONS REPaRT.
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<br /> � ��Si� � Finish�d Floor Elevation = 100,-�"' Unless Noted Otherwise
<br /> � � F�R Ct�NSTRUCTIQN
<br /> <*> THE BUILDINC� (S DESItaP�ED WITH BRA�ING l�I,�G4NALS IN THE DESItaP�IATED THE VP ENGINEER'S SEAL AF'PLIES t�NL.Y THIS DRAG�PNG, INCLUDIN� THE INFQRNiA710N H�REC?N, REMAINS THE PRC)PERTY Ofi
<br /> BAYS. CQLIJMN BASE REACTIONS, BASE P'�.ATES AND ANGHCaR RC��S ARE VP Buildin s `
<br /> TQ THE WURK PRODUCT 4F VP AND VP BUILDfNGS. IT I� PR4VIDED SC)L,ELY FOR ERECTING THE BUILDING DESCRIBED � ANCHC}R R{�D P�.AN
<br /> AFFECTED BY THIS BRACING AN� DIAGQNALS MAY N{?T BE REL(�G�TED DESIGN AND PERFC�RMANCE IN THE APPLICABLE PURGHASE CJRDER AND SHALL NOT BE �IODIFIED, REPRQDUCED 3200 Play�rs Club Circle Memphis TN 38125 '
<br /> � WITHQUT CC7NSUL.TING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SFECfFiED BY VP. THE OR USED �4R ANY OTHER PURPC3SE V�/ITHOUT PRIOR WRITTE�J APPR(JVAL. {)F VP �
<br /> R�v oare av o�scRiPrior� ��11°�R Commer�i�f Design Consultants �o��
<br /> ° VP ENGINEER'S SEAL DQES Nt�T AP'PLl` �5-Q2�081
<br /> a STOMER � . ,
<br /> T4 TME PERF�JRMANCE C�R DESIGN CtF TH� GENERAL GONTRA�TCJR ANa/C�R EREGTOR IS S�LELY RESPQh1S(BLE FOR ACCURATE 1 02/22/2a16 �H ANGHORS FOR CONSTRUCTI �!' Boeing Commercial Airplane Group oAT�
<br /> Q AIVY QTHER PRQC?UCT C}R GUMPC}NENT GO�D QUALITY WORKMANSHIP IN ERECTING TMIS BUILDING IN ACC�RDANCE WITH THIS �aca-ria� 3{28f2015
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<br /> FURNISHED BY VP EXCEPT T4 ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS Everetk, Washington VP BUILDINGS �
<br /> DRAWN/CHECK ,
<br /> P�o���� ��ICIC�� TCUC� �tCirt��� Cc�I�O��f VARCO Pftf.1DEN �HV
<br /> ° DESIGN UR PERFt�RMA�ICE EF�ECTfON GUIDES, AND INDIJSTRY STARIDARDS RERTAINING TO PRQPER ERECTION, ,
<br /> � REQUIFZEM�NTS SPECIFIED BY VP. INCLUDING THE C(JRRECT USE 4F TEMf'C?RARY BRACENG. A Biuescope St�el Company
<br /> NTS BUILDER'8 PC7# PAGE
<br /> F��EN�wE: C:lVisiontBuilding Files115-023Q811Boeing deicing Truck Storage Building_ANCHOR ROD PLAN.dwg
<br /> 15-1208 v�c v�Rsior�: 2015.2c 4
<br /> SAVE DA7E: ����/2Q�� SAVE TIME: '��;02:�� �asT sav�o av: GAKITZMAN N a division of BlueScope Buildings North America,Inc.
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