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HomeMy WebLinkAboutA201 - BUILDING ELEVATIONS (Alternative Compliance for Entry Ramp)LEVEL 1 100' -0" LEVEL 2 109' -0" ROOF HIGH PARAPET 120' -4" ROOF LOW PARAPET 117' -0"3 3/4"10' - 8 9/16"8' - 10 1/2"6"JOINTS EQUALLY SPACED JOINTS EQUALLY SPACED 4' - 4 7/16"14' - 0"4' - 10 7/16"4' - 10 13/16"3' - 3 5/16"3' - 7 9/16"2' - 3 15/16"3' - 8 1/16"3' - 11 7/16"25' - 8 15/16" 6' - 0"3' - 4"6' - 0"6' - 0"3' - 4"19' - 11 3/16"8' - 10 1/2"WALL BEHIND W3 W3 W3 DR107 EIFS-01 EIFS-02 A B C METAL FLASHING FLASH-1_ EXTERIOR LIGHT SCONCE, WHITE FINISH (SEE ELECTRICAL) WHITE METAL COPING FLASH-1A 3/8" STEEL PLATE CANOPY (SEE STRUCTURAL) 1 1/4" X 1" STEEL BAR STOCK HANDRAIL MTL-1_ MTL-1_ 3/8" STEEL PLATE RETAINING WALL MTL-1_3' - 6"4"3' - 6"3' - 0"1 1/2" X 3/4" STEEL BAR STOCK GUARDRAIL MTL-1_5 1/2"EQ EQ LEVEL 1 100' -0" LEVEL 2 109' -0" ROOF HIGH PARAPET 120' -4" ROOF LOW PARAPET 117' -0" EIFS-01 EIFS-01 JOINTS EQUALLY SPACED11' - 0 9/16"8' - 10 1/2"6"30' - 6 1/4" EIFS-01 EIFS-01 123 OP-29 SIGN NIC (SEE ELECTRICAL FOR CONNECTION) METAL FLASHING FLASH-1_ 2.1 WHITE METAL COPING FLASH-1A LEVEL 1 100' -0" LEVEL 2 109' -0" ROOF HIGH PARAPET 120' -4" ROOF LOW PARAPET 117' -0" EIFS-01 3' - 0 1/2" 4' - 0" 4' - 0" 2' - 3 1/2" 4' - 1" 2' - 3 15/16" 4' - 0" 4' - 0" 3' - 0 7/16"12' - 4 9/16"7' - 6 1/2"6"3/8" STEEL PLATE CANOPY (SEE STRUCTURAL) 1 1/2" X 3/4" STEEL BAR STOCK GUARDRAIL METAL FLASHING 8' - 0" VIF R.O.5' - 0"8' - 0" VIF R.O. 8' - 0" VIF R.O.5' - 0"8' - 0" 21' - 5 7/16"2' - 0 1/2"5' - 0" VIF R.O.5' - 0"3/8" STEEL PLATE RETAINING WALL, ALIGN W/ SIDEWALK SLOPE, VIF W1 W2W2W2W2 W2 W2 EIFS-01 DR101 1 2 3 MTL-1_ PLATE BEHIND EIFS-01 (SEE STRUCTURAL) MTL-1_1' - 9"9' - 10 5/8" MTL-1_ MTL-1_ END POST GROUTED INTO A HOLE DRILLED THROUGH EXISTING SIDEWALK MTL-1_ FLASH-1_ 2' - 9" 2' - 9" 2' - 10 1/2" 2' - 9" 2' - 3 1/2" 3' - 10"VIF2.1 ALIGN WP1 1 2 3 WHITE METAL COPING FLASH-1A 3' - 0"1 1/4" X 1" HANDRAIL MTL-1_5"175°3' - 6"LEVEL 1 100' -0" LEVEL 2 109' -0" ROOF HIGH PARAPET 120' -4" ROOF LOW PARAPET 117' -0" EIFS-01 6"8' - 10 1/2"10' - 8 9/16"4"19' - 11 1/16"EIFS-01 29' - 4 5/16"41' - 4 11/16" JOINTS EQUALLY SPACED JOINTS EQUALLY SPACED 2' - 0 1/2"3' - 6" EIFS-01 EIFS-01 ABC A351 6 1 1/2" X 3/4" STEEL BAR STOCK GUARDRAIL METAL FLASHING 3/8" STEEL PLATE RETAINING WALL, ALIGN W/ SIDEWALK SLOPE, VIF MTL-1_ MTL-1_FLASH-1_ 3/8" STEEL PLATE CANOPY (SEE STRUCTURAL) MTL-1_VIFWHITE METAL COPING FLASH-1A 3' - 0"6"1 1/4" X 1" STEEL BAR STOCK HANDRAIL MTL-1_ 1 1/2" 2" 1 1/2" 2 1 ' - 5 5 /1 6 "2 2 ' - 8 5 /1 6 "3' - 1 1/2" 3' - 6"2' - 0 1/2"MTL-01 3/8" GALV. STEEL BENT UP LETTERING MTL-01 3/8" GALV. STEEL PLATE BENT UP BEHIND EIFS WALL FINISH, ANCHOR BOLTED TO EXISTING CMU WALL MTL-01 3/8" GALV. STEEL CANOPY OVERHANG3' - 0 3 /4 "2 ' - 8 3 /4 "2 ' - 1 1 3 /4 "2 ' - 1 0 "3 ' - 6 "3 ' - 6 "2 ' - 1 0 1 /1 6 "MTL-01 3/8" GALV. STEEL PLATE STIFFENERS, WELDED CONNECTIONS 3/8" GALV. STEEL PLATE CURB 1 1/2" X 3/4" STEEL BAR STOCK HANDRAIL MTL-1_ END POST GROUTED INTO A HOLE DRILLED THROUGH EXISTING SIDEWALK MTL-1_ MTL-1_ 2 ' - 9 "2 ' - 9 "2 ' - 1 0 1 /2 "2 ' - 9 "2 ' - 3 1 /2 "3 ' - 1 0 1 /2 "Drawing 2020 Copyright Meyer, Scherer & Rockcastle, Ltd. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Idaho. Architect Seal Signature Print Name Date License No Jack Poling 24102 ISSUE / REVISION DateMark Description 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 Architecture and Interiors Structural and MEP Engineering10/13/2020 6:57:30 PMC:\Projects\2019024UNB_R20_Central_tom@msrdesign.com.rvtA201 PERMIT SET BUILDING ELEVATIONS 02.24.2020 02.24.2020 PERMIT SET Project No: 2019024 UNBOUND : MERIDIAN LIBRARY DISTRICT 722 EAST 2ND STREET MERIDIAN, IDAHO 83642 1/4" = 1'-0"A201 4 SOUTH ELEVATION 1/4" = 1'-0"A201 2 EAST ELEVATION 1/4" = 1'-0"A201 1 WEST ELEVATION 1/4" = 1'-0"A201 3 NORTH ELEVATION A201 5 ENTRY STEEL CANOPY A201 6 ENTRY STEEL RAILING 1 Date 1 Revision 1