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1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER <br />EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. <br />2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE <br />SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). <br />(ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS <br />OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD <br />OF TRANSFERRING FORCES FROM ANCHOR RODS TO <br />FOOTINGS ARE TO BE DETERMINED BY OTHERS. <br />3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED <br />AND DETAILED AS "CAST -IN -PLACE" ANCHOR RODS WITH <br />"SNUG TIGHT" CONNECTIONS. <br />4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. <br />ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN <br />ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER <br />IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS <br />PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 <br />VARIATIONS ARE SUMMARIZED BELOW; <br />a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE <br />GROUP; +-1/8" <br />b. CENTERS OF ADJACENT AR GROUPS; +-1/4" <br />c. TOPS OF AR'S; +-1/2" <br />d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS <br />ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO <br />EXCEED 1" TOTAL. <br />e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN <br />LINE; +-1/4" <br />5. DESIGN LOADS AND REACTIONS A <br />REACTIONS REPORT. <br />CD <br />O <br />1 1'-0" <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />RNISHED IN THE <br />BL <br />24'-0" 1� <br />25'-0" <br />25'-0" /r <br />Dimension Key <br /><*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED <br />BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE <br />AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED <br />WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. <br />25'-0" <br />Jr <br />25'-0" 1� <br />25'-0" <br />25'-0" <br />THE BUTLER MFG. ENGINEER'S SEAL APPLIES <br />ONLY TO THE WORK PRODUCT OF BUTLER <br />MFG. AND DESIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY BUTLER. <br />THE BUTLER MFG. ENGINEER'S SEAL DOES <br />NOT APPLY TO THE PERFORMANCE OR <br />DESIGN OF ANY OTHER PRODUCT OR <br />COMPONENT FURNISHED BY BUTLER EXCEPT <br />TO ANY DESIGN OR PERFORMANCE <br />REQUIREMENTS SPECIFIED BY BUTLER. <br />O O \ <br />Jr <br />10 <br />25'-0" 25'-0" 1� <br />25'-0" Jr <br />500'-0" <br />25'-0" <br />25'-0" Jr <br />ANCHOR ROD PLAN <br />Edge of Slab needs to be adjusted to accommodate the 2 1/2" eWall Stanchion ledge <br />See Detail : TYPICAL COLUMN BASE PLATE DETAIL AT 2 1/2" LEDGE <br />Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF <br />BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE <br />APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT <br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT <br />PRIOR WRITTEN APPROVAL OF BUTLER MFG. <br />THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE <br />GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS <br />DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. <br />ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, <br />INCLUDING THE CORRECT USE OF TEMPORARY BRACING. <br />D <br />REV: <br />25'-0" <br />DATE: <br />DRAWING SCALE: <br />25'-0" <br />25'-0" <br />(16) <br />Jr <br />25'-0" <br />BUTLER MANUFACTURING <br />1540 GENESSEE ST. KANSAS CITY, MO 64102 <br />BY: <br />NTS <br />DESCRIPTION: <br />Jr <br />25'-0" <br />C <br />18 <br />1� <br />25'-0" <br />C <br />19 <br />ANCHOR ROD PLAN <br />BUILDER: ARAA Athletic Facility <br />CUSTOMER: <br />LOCATION: Ramsey, Minnesota <br />PROJECT: Athletic Training Facility <br />BUILDERS PO#: <br />25'-0" <br />C <br />20 <br />1� <br />24'-0" <br />BL <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br /><BUTLE1,...2> <br />Butler Manufacturing <br />VPC VERSION: ADVNXT 6.8 <br />JOB #: <br />DATE: <br />12/6/2024 <br />DRAWN/CHECK: <br />PAGE: <br />VPC FILENAME: adv1409203395 <br />12/6/2024 11:32:02 a division of BlueScope Buildings North America, Inc. <br />