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1. DO NOT SCALE DRAWINGS FOR BUILDING <br />PURPOSES. USE PLAN INFORMATION, <br />DIMENSIONS, DETAILS, SHOP DRAWINGS <br />AND FIELD VERIFICATION. <br />2. GENERAL CONTRACTOR SHALL VERIFY ALL <br />DIMENSIONS AND CONDITIONS OF THE SITE <br />AND EXISTING BUILDING, AND REPORT ANY <br />DISCREPANCIES TO THE ARCHITECT <br />BEFORE COMMENCING WITH ANY WORK. <br />3. GENERAL CONTRACTOR AND ALL <br />SUBCONTRACTORS SHALL BECOME <br />FAMILIAR WITH THE SITE AND EXISTING <br />CONDITIONS DURING THE BID PERIOD. <br />SUBMITTING A BID FOR THE WORK <br />CONSTITUTES AN UNDERSTANDING BY THE <br />CONTRACTOR/SUBCONTRACTOR OF THESE <br />CONDITIONS. <br />4. PAINT ALL EXTERIOR EXPOSED STEEL WITH <br />EPOXY PAINT, TYP. <br />5. ALL EXPOSED WELDS SHALL BE <br />CONTINUOUS, GRIND SMOOTH. <br />General Notes <br />FIRST FLOOR <br />100' -0" <br />EXIST. LEVEL 2 <br />111' -6" <br />T.O. PARAPET <br />WALL <br />128' -0" <br />AREA A LEVEL 2 <br />114' -0" <br />C1 <br />A3.10 <br />EXIST. BRICK <br />07 4113.A1 <br />07 4213.A607 4213.A6 <br />08 4113.A1 , TYP. <br />06 1800.A1 <br />06 1800.B1 <br />08 4113.A2 <br />03 4500.A2 , TYP. <br />, TYP. <br />1 2 3 4 5 6 7 8 9 10 <br />FIRST FLOOR <br />100' -0" <br />EXIST. LEVEL 2 <br />111' -6" <br />T.O. PARAPET <br />WALL <br />128' -0" <br />AREA A LEVEL 2 <br />114' -0"8' - 0"28' - 0"4' - 8"1' - 3"6"1' - 3"04 2000.A1 <br />07 4213.A603 4500.A2 <br />08 4113.A1 <br />EXIST. BRICK <br />06 1800.B1 <br />06 1800.A1 <br />08 4113.A1 <br />ABCDEF <br />FIRST FLOOR <br />100' -0" <br />EXIST. LEVEL 2 <br />111' -6" <br />T.O. PARAPET <br />WALL <br />128' -0" <br />AREA A LEVEL 2 <br />114' -0" <br />C1 <br />A3.10 <br />08 3613.A108 3613.A1 08 3613.A1 <br />EXIST. BLOCK <br />03 4500.A2 07 4113.A1 <br />08 4113.A1, TYP. <br />12345678910 <br />FIRST FLOOR <br />100' -0" <br />EXIST. LEVEL 2 <br />111' -6" <br />T.O. PARAPET <br />WALL <br />128' -0" <br />AREA A LEVEL 2 <br />114' -0" <br />03 4500.A2 <br />08 3613.A1 <br />08 3613.A208 3613.A1 <br />08 1113.A2 , TYP. <br />EXISTING BRICK <br />07 4213.A6 <br />06 1800.A1 <br />06 1800.B1 <br />08 4113.A1 , TYP. <br />A B C D E F G <br />08 4113.A1 <br />03 4500.A2 <br />G <br />The above drawings, specifications and ideas, design and arrangements represented are and shall remain the property of the Architect, and no part shall be copied, disclosed to others, or used in connection with any other project for which they they have been prepared and developed without the written permission of the Architect. Visual contact with these drawings or specifications shall constitute conclusive evidence of these restrictions.I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision, and that I am a duly Licensed Architect under the laws of the State of Minnesota.Architect: Michael Schellin, AIA© 2019 Kodet Architectural Group, Ltd.License Number: 43591DateDate:Drawn By:Project No.:Checked By:1 2 3 4 5 <br />D <br />C <br />B <br />A 6/28/2018NOT FOR CONSTUCTION KODET ARCHITECTURAL GROUP15 Groveland Terrace | Minneapolis, MN 55403-1154612.377.2737Kodet Architectural Group, Ltd.| www.kodet.com9/15/2020 2:36:17 PM9/15/2020 2:36:17 PM C:\Users\Office\Documents\108820_Elk River Municipal Utility Building_DD-1_Leintz Remote.rvt108820AuthorCheckerELK RIVER MUNICIPAL UTILITIESA3.1 <br />Elevations 1705 Main Street, Elk River, MN 55330Elk River Municipal Utilities |Material Keying Legend <br />Graphic Scale <br />Key Plan <br />03 4500.A2 Insulated Architectural Precast <br />Concrete Panel <br />04 2000.A1 Face Brick <br />06 1800.A1 Glued-Laminated Beam <br />06 1800.B1 Glued-Laminated Column <br />07 4113.A1 Standing Seam Metal Roof Panels <br />07 4213.A6 Metal Exposed Fastener Wall Panel <br />08 1113.A2 Insulated Hollow Metal Door <br />08 3613.A1 Steel Framed Sectional Overhead Door <br />08 3613.A2 Aluminum Framed Sectional Overhead <br />Door <br />08 4113.A1 Aluminum Storefront System <br />08 4113.A2 Aluminum Door <br />1/8" = 1' -0" <br />0'4'8'16'Revisions1/16" = 1'-0"A3.1 <br />D1 WEST ELEVATION <br />1/16" = 1'-0"A3.1 <br />A1 NORTH ELEVATION <br />1/16" = 1'-0"A3.1 <br />C1 EAST ELEVATION <br />1/16" = 1'-0"A3.1 <br />B1 SOUTH ELEVATION <br />1/16" = 1'-0"A3.1 <br />B4 NORTH ELEVATION AT MAINT.