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HomeMy WebLinkAbout023 A2.82 TRASH ENCLOSURE4 Yard Dumpster 4x4x1/4 HSS, Galvanized STL Post, TYP REF PT Nailers, 2x6, TYP MTL-1 SHT MTL Corner Gates, REF SHT MTL Wall Closure STL Bollard 10' - 0"EQEQ8" Thick Concrete Slab on Grade w/ #4 Bars @ 16" O.C. Each Way. Turndown Perimeter Per Detail 6 18" DIA. Concrete Pier w/ #5 Vertical @ Each Face and #4 Ties, (2) In Top 5" Then @ 10" O.C. TYP. REF 4' - 0"EQEQEQ12' - 0"/5 A2.82 EQ EQ Recycling Can Recycling Can /6 A2.82 /7 A2.82 Roof Edge Above EQEQEQ8' - 0"SHT MTL Flashing Cap MTL-1 TYP PT Nailers, 2x6, Per Detail Detail 8 Heavy Duty Casters, TYP 4 SHT MTL Corner Trim Fixed Panel 0' - 6"Constructed Gate 12' - 0" Constructed Gate MTL-11' - 0"1' - 0"EQEQEQSHT MTL Flashing Cap MTL-1 PT Nailers, 2x6 SHT MTL Corner Trim8' - 0"EQ EQ EQ 1' - 0"MTL-1 12 1 Box Rib Metal Siding 1, TYP Line of Base PLT, Below Line of Pier, Below PT Nailer, 2x6, TYP Column Per Plan Splice Nailer at Column Where Necessary (2) 'PDPWAL-200' Through Ea. Nailer Into Column EQEQHSS 2x2x1/4 Members TYP. Miter Connections and Weld All Around With 3/16" Weld. (4) Grease-able Heavy Duty Hinges Equally Spaced and Welded @ Ea. Joint Column Per Plan MTL-1, TYP 2x6 P.T. Nailer, TYP (2) 'PDPAWL-200' Through Ea. Nailer Into HSS, TYP (4) Grease-able Heavy Duty Hinges Equally Spaced and Welded @ Ea. Joint 1' - 0"3' - 6"0' - 1 1/2" TYP Column Per Plan Weld Column to Base Plate w/ 1/4" Fillet All Around NOTE: Nailers and Siding Not Shown For Clarity Pier Per Plan Widen Turndown Per Detail 6 To Cover Pier 3/4" x1'-1" SQ. Galvanized Base Plate Atop 1-1/2" Nonshrink Grout w/ (4) 5/8" Threaded Rods w/ Double Heavy Hex Nuts, Embed 12"1' - 0"1' - 0" 1:1 Slope #4 Bar Continous Concrete Slab Per Plan 10' - 0"EQEQEQ12' - 0"1' - 0"1' - 0"1' - 0" Slope 1:12 GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION; NOTIFY ARCHITECT OF ALL DISCREPANCIES. 2. CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, GRIDLINE, OR CENTERLINE OF OBJECT, U.N.O. 4. DETAIL DRAWINGS OR LARGER SCALE DRAWINGS TAKE PRECEDENT OVER SMALLER SCALE DRAWINGS. 5. REFERENCE STRUCTURAL FOR SHEAR WALL LOCATIONS 6. INTERIOR PARTITION WALLS TO BE TYPE I-1, TYP, U.N.O. REFERENCE A0.1 FOR HORIZONTAL AND VERTICAL ASSEMBLIES 7. VERIFY ALL CLEARANCES/ROUGH OPENIGNS FOR APPLIANCES PLUMBING AND EQUIPMENT 8. PROVIDE BACKING OR STRAPPING FOR ALL WALL MOUNTED ACCESSORIES, FURNISHINGS, AND EQUIPMENT, VERIFY WEIGHTS AND LOCATIONS. 9. REFERENCE A0.2 FOR ACCESSIBILITY STANDARDS AND BACKING DIAGRAMS PROJECT # SHEET NUMBERREVISION:DATE 618 N Wallace | Bozeman, MT 59715DRAFT NOT FOR CONSTRUCTION This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a regisered architect employed at MINARIK Architecture, Inc. is affixed above. Consultant:971−319−6249 | www.minarikarch.comProject Status:© 2025 MINARIK Architecture, Inc ALL RIGHTS RESERVED These Drawings are the Property of MINARIK Architecture, Inc and are not to be used or reproduced in any manner without prior written permission.3/14/2025 12:02:16 PM12404 A2.82Evergoods .2214 IRON HORSE RDBozeman, MT 5971501/27/2025 TRASH ENCLOSURESite Plan1/4" = 1'-0" Trash Enclosure - Plan11/4" = 1'-0" Trash Enclosure - Elevation - Front31/4" = 1'-0" Trash Enclosure - Elevation - Side4 1 1/2" = 1'-0" Trash Enclosure - TYP Column7 1 1/2" = 1'-0" Trash Enclosure - TYP Gate Detail6 1 1/2" = 1'-0" Trash Enclosure - TYP Footing5 1 1/2" = 1'-0" Trash Enclosure - Turn Down At Perimeter TYP8 1/4" = 1'-0" Trash Enclosure - Roof Plan2 1 1 1 REVISION DATE REASON FOR ISSUE1 03/14/2025 Site Plan Review #1