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D <br />1 <br />Dim. Dim. X <br />c <br />ROD TO FLOOR CLIP DETAIL <br />1 TA)3 -0!" Dia: A36 A. Rods ---`- <br />=2 1/2" <br />levation=100'-0" <br />Dim A=5 1/8" Dim D=5' <br />1, CONCRETE, GROUT, ANCHOR RODS, AND ANY OTHER <br />EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. <br />2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLO <br />SHEAR AND TENSION PER RISC SPECIFICATIONS (FY=361 <br />ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHO <br />ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRIN <br />FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE <br />DETERMINED BY OTHERS. <br />3. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. <br />ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOT <br />ON THIS DRAWING OR STEEL WILL NOT FIT. <br />4. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING <br />OF ANCHOR RODS WITHIN INDIVIDUAL COLUMN ROD <br />GROUPS -TOLERANCE fi1/8". DIMENSIONS BETWEEN <br />ANCHOR ROD GROUPS • TOLERANCE -1/4". ERECTION <br />OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUM] <br />PER MBMA CODE OF STANDARD PRACTICE. <br />5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE <br />REACTIONS REPORT, <br />6" <br />152mm <br />00 ?- L E eT N <br />E <br />in E <br />21/2" 21/2' <br />mm mm <br />2 <br />Z <br />UI <br />J <br />a <br />I.. <br />0 <br />Z <br />21/2" (64mm) <br />PROJECTION (U,O,N.) <br />BOTTOM OF COLUMN <br />BASE PLATE ELEV. <br />FL TYPICAL ANCHOR <br />ROD PROJECTION <br />Finished Flea Elevalion: 100*-W (Unless Noted OlheMI58) <br /> <br /> <br />THE VP ENGINEER'S SEAL APPLIES. <br />ONLY TO THE WORE PRODUCT OF <br />VP AND DESIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />NOT APPLY TO.THE PERFORMANCE <br />OR DESIGN OF ANY OTHER PRODUCT <br />OR COMPONENT FURNISHED DY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <br />i <br />i <br />EIL <br />VARIES <br />BOTTOM OF <br />COLUMN <br />BASE PLATE <br />LTD =1/2" (13mm) <br />FLUSH = 0" (Omm) <br />I I <br />TYPICAL COLUMN <br />i <br />EASE PLATE DETAIL <br />THIS OPJWIING. INGLUDING THE INFORMATION HEREON, <br />REMAINS THE PROPERTYOFVP BUILDINGS. VP Buildings, INC. <br />IF IS PROVIDED SOLELY FOR ERECTING THE BIIADING <br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 2200 Players Club Circle Memphis TM 38125 <br />SHALL NOT BEMODIFIED. RIPRODUCEDOR USED FOR <br />ANYOTHRP RPPOSEWrHOUT PRIOR WRITTEN mV GATE n oESCPonmN <br />APPROVAL OF <br />BUDINGS. <br />THE GENERAL CONTRACTORANOIOR ERECTOR IS SOLELY <br />IIiG, <br />rust <br />L <br />NTS <br />FOR CONSTRUCTION <br />Anchor Rod Details <br />Mcem Lefever Building Systems <br />"'RCIlmaX Molybdenum Co. <br />Frisco, Colorado <br />Climax Weir Box Building <br />OWOm- <br />FAE'-E .. <br />911112006 <br />PBUILDINGS a^ <br />vwcomRlOO, JCD .? <br />ewe <br />'^C'A" S./c 4 <br />