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Butler Manufacturing <br />a division of BlueScope Buildings North America Inc. <br />BASIC BUILDING INSTALLATION GUIDE 3586 <br />MR-24 ROOF INSTALLATION GUIDE 4797 <br />SHADOWALL INSTALLATION GUIDE 5176 <br />ROOF OWNERS MAINTENANCE 5038 <br />DRAWING INDEX <br />DRAWING TITLE PAGES <br />COVER SHEET <br />CODES AND LOADS <br />NOTES <br />ANCHOR ROD PLAN <br />PRIMARY STRUCTURAL <br />SECONDARY STRUCTURAL <br />COVERING <br />SPECIAL DRAWINGS <br />STANDARD ERECTION DETAILS <br />PLANOGRAPH DETAILS <br />.4.14 lib <br />�. p`.•,; <br />.....„7. $.0..%•:::: tr...v....:- <br />:..t......1.71:14i.z <br />ir....--- <br />„„....,,.._..4...: <br />: .„..........._____________ ....„____.......E.,.....: <br />.., wu„....i.ii il.....:- <br />11„.....ii i.....,„,„..,...... <br />:.0..„...,:...., <br />'�"• �j..-- �\ .....,...v.v.... .....$1.4 .1"").1...";"1":"." <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 />TYPE <br />DRAWING RELEASE HISTORY <br />DATE DESCRIPTION <br />' vp�\.,'' <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 />MATERIALS <br />3 PLATE WELDED SECTIONS <br />COLD FORMED LIGHT GAGE SHAPES <br />BRACE RODS <br />HOT ROLLED MILL SHAPES <br />HOT ROLLED ANGLES <br />HOLLOW STRUCTURAL SECTION (HSS) <br />CLADDING <br />GENERAL NOTES <br />ASTM DESIGNATION <br />A529, A572, A1011, A1018 <br />A653, A1011 <br />A572, A510 <br />A36, A529, A572, A588, A992 <br />A529, A572, A588, A992 <br />A500 <br />A653, A792 <br />HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS <br />GRADE 55 <br />GRADE 60 <br />GRADE 50 <br />GRADE 36 OR 50 <br />GRADE 50 <br />GRADE B <br />GRADE 50 OR GRADE 80 <br />IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE <br />REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. <br />SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE <br />THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR <br />CONTRACT. <br />ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE <br />"SNUG -TIGHT" EXCEPT AS FOLLOWS; <br />PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. <br />PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS <br />REVERSALS ON CONNECTIONS. <br />PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS <br />DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. <br />PRE -TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE <br />OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY <br />RUSTED SURFACES ARE ACCEPTABLE. <br />IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND <br />FLANGE BRACES. <br />SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN <br />ERECTION DRAWING DETAILS. <br />INSPECTION AND TESTING <br />SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL <br />FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A <br />QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND <br />BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY <br />STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED <br />BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. <br />BUTLER MANUFACTURING <br />1540 GENESSEE ST. KANSAS CITY, MO 64102 <br />COVER SHEET <br />BUILDER: ARAA Athletic Facility <br />CUSTOMER: <br />LOCATION: Ramsey, Minnesota <br />PROJECT: Athletic Training Facility <br />BUILDERS PO#: <br /><BUTLER> <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 <br />11:31:59 <br />a division of BlueScope Buildings North America, Inc. <br />