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Codes and Loads <br />WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, <br />HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN <br />INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. <br />COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. <br />City: Ramsey County: Anoka State: Minnesota <br />Building Code <br />Building Code: Minnesota State Building Code - 2020 Edition Structural: 16AISC - ASD <br />Based on Building Code: 2020 Minnesota State Building Code Cold Form: 16AISI - ASD <br />AJd au 6,,T g gFall6Xd ategory: <br />Collateral Gravity: 12.00 psf <br />Collateral Uplift: 0.00 psf <br />III (Hazardous <br />Wind Load <br />Wind Speed: Vult: 117.00 (Vasd: 90.63) mph <br />The 'Envelope Procedure' is Used <br />Primaries Wind Exposure: C - Kz: 1.062 <br />Parts Wind Exposure Factor: 1.062 <br />Wind Enclosure: Enclosed <br />Topographic Factor: Kzt: 1.0000 <br />Ground Elevation Factor: Ke: 0.9679 <br />NOT Windborne Debris Region <br />Base Elevation: 0/0/0 <br />Site Elevation: 900.0 ft <br />Primary Zone Strip Width: 2a: 34/9/6 <br />Parts / Portions Zone Strip Width: <br />Walls, a: 17/4/11 <br />Roof(s), 0.6h: 26/1/1 <br />Velocity Pressure: qz: 30.62, (C&C) 30.62 psf <br />i <br />i <br />Roof <br />Country: United States <br />Rainfall: I: 6.00 <br />inches per hour <br />f'c: 3000.00 psi <br />Concrete <br />Live Load <br />Roof Live Load: 20.00 psf Reducible <br />Seismic Load <br />N/A <br />/ SpecAgie9ESPPMSd)Weight <br />Roof Covering + Second. Dead Load: 3.41 psf <br />Frame Weight (assumed for seismic):0.00 psf - USR <br />Snow Load <br />Ground Snow Load: pg: 50.00 psf <br />Flat Roof Snow: pf: 38.50 psf <br />Design Snow (Sloped): ps: 38.50 psf <br />Rain Surcharge: 0.00 psf <br />Specified Minimum Roof Snow: 22.00 psf (Code) <br />Exposure Factor: 2 Partially Exposed - Ce: 1.00 <br />Snow Importance: Is: 1.100 <br />Thermal Factor: Heated - Ct: 1.00 <br />Ground / Roof Conversion: 0.70 <br />Obstructed or Not Slippery <br />i <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 />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 />DATE: <br />DRAWING SCALE: <br />BUTLER MANUFACTURING <br />1540 GENESSEE ST. KANSAS CITY, MO 64102 <br />BY: <br />NTS <br />DESCRIPTION: <br />CODES AND LOADS <br />BUILDER: <br />CUSTOMER: <br />LOCATION: <br />PROJECT: <br />ARAA Athletic Facility <br />Ramsey, Minnesota <br />Athletic Training Facility <br />BUILDER'S PO#: <br /><2UTLEIi <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 12/6/2024 11:32:00 a division of BlueScope Buildings North America, Inc. <br />