Loading...
ElevationsLEVEL 1100' -0"LEVEL 2109' -0"ROOF HIGH PARAPET120' -4"ROOF LOW PARAPET117' -0"3 3/4"10' - 8 9/16"8' - 10 1/2"6"JOINTS EQUALLY SPACEDJOINTS EQUALLY SPACED4' - 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 BEHINDW3W3W3DR107EIFS-01EIFS-02ABCMETAL FLASHINGFLASH-1_EXTERIOR LIGHT SCONCE, WHITE FINISH(SEE ELECTRICAL)WHITE METAL COPINGFLASH-1A3/8" STEEL PLATE CANOPY(SEE STRUCTURAL) 1 1/2" X 3/4" STEEL BAR STOCK HANDRAILMTL-1_MTL-1_EIFS OFFSET @ SPLIT FACE PATTERN ON EXISTING CMU WALL, VIFEIFS OFFSET @ SPLIT FACE PATTERN ON EXISTING CMU WALL, VIF11THRU-WALL ROOF DRAIN(SEE PLUMBING)THRU-WALL OVERFLOW DRAIN(SEE PLUMBING)THRU-WALL OVERFLOW DRAIN(SEE PLUMBING)THRU-WALL ROOF DRAIN(SEE PLUMBING)111STOREFRONT GLAZING SYSTEMGL-2GL-2GL-2GL-2LEVEL 1100' -0"LEVEL 2109' -0"ROOF HIGH PARAPET120' -4"ROOF LOW PARAPET117' -0"EIFS-01EIFS-01JOINTS EQUALLY SPACED11' - 0 9/16"8' - 10 1/2"6"30' - 6 1/4"EIFS-01EIFS-01123OP-29SIGN NIC(SEE ELECTRICAL FOR CONNECTION)METAL FLASHINGFLASH-1_2.1WHITE METAL COPINGFLASH-1ALEVEL 1100' -0"LEVEL 2109' -0"ROOF HIGH PARAPET120' -4"ROOF LOW PARAPET117' -0"3' - 0 1/2" 4' - 0" 4' - 0" 2' - 7 13/16" 3' - 4 3/16" 2' - 8 7/16" 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 HANDRAILMETAL FLASHING8' - 0" VIF R.O.5' - 0" VIF R.O.8' - 0" VIF R.O.8' - 0" VIF R.O.5' - 0"8' - 0" VIF R.O.21' - 5 1/2"2' - 0 1/2"5' - 0" VIF R.O.5' - 0"3/8" STEEL PLATE RETAINING WALL, ALIGN W/ SIDEWALK SLOPE, VIFW1W2W2W2W2W2W2DR101123MTL-1_PLATE BEHINDEIFS-01(SEE STRUCTURAL) MTL-1_1' - 9"9' - 10 5/8"MTL-1_MTL-1_END POST GROUTED INTO A HOLE DRILLED THROUGH EXISTING SIDEWALKMTL-1_FLASH-1_2' - 7 3/4"2' - 9 1/2" 2' - 9 3/4" 2' - 9 3/4" 2' - 8 3/16" 2' - 10 3/8" 3' - 0" 4' - 2 3/4"VIF2.1ALIGNWP1123WHITE METAL COPINGFLASH-1AEIFS OFFSET @ SPLIT FACE PATTERN ON EXISTING CMU WALL, VIFEIFS-11RAILING2' - 10"2' - 5 7/8"3' - 9"LEVEL 1100' -0"LEVEL 2109' -0"ROOF HIGH PARAPET120' -4"ROOF LOW PARAPET117' -0"10 13/16"EIFS-016"8' - 10 1/2"10' - 8 9/16"4"19' - 11 1/16"EIFS-01WHITE METAL COPING29' - 4 5/16"41' - 4 11/16"JOINTS EQUALLY SPACEDJOINTS EQUALLY SPACED2' - 0 1/2"3' - 6"EIFS-01EIFS-01ABC1 1/2" X 3/4" STEEL BAR STOCK HANDRAILMETAL FLASHING3/8" STEEL PLATE RETAINING WALL, ALIGN W/ SIDEWALK SLOPE, VIFMTL-1_MTL-1_FLASH-1_3/8" STEEL PLATE CANOPY(SEE STRUCTURAL) MTL-1_3' - 8 15/16"VIFVIF2' - 3 1/4" 2' - 3 1/2"WHITE METAL COPINGFLASH-1AEIFS OFFSET @ SPLIT FACE PATTERN ON EXISTING CMU WALL, VIFEIFS OFFSET @ SPLIT FACE PATTERN ON EXISTING CMU WALL, VIF1121' - 5 5/16"22' - 8 5/16"3' - 1 1/2"3' - 6"2' - 0 1/2"MTL-01 3/8" GALV. STEEL BENT UP LETTERINGMTL-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' - 11 3/4"2' - 10"3' - 6"3' - 6"2' - 10 1/16"MTL-01 3/8" GALV. STEEL PLATE STIFFENERS, WELDED CONNECTIONS 3/8" GALV. STEEL PLATE CURBVIF4' - 9"VIF23' - 11"2' - 4"2' - 5"2' - 9"2' - 9 1/2"2' - 10"2' - 10"2' - 8"2' - 10 1/2"3' - 0"4' - 3"2' - 10"1' - 10 1/2"3' - 3 1/2"1' - 5"2' - 7"1' - 8 1/2"2"1 1/2" X 3/4" STEEL BAR STOCK HANDRAILMTL-1_END POST GROUTED INTO A HOLE DRILLED THROUGH EXISTING SIDEWALKMTL-1_MTL-1_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 SealSignaturePrint NameDate License NoJack Poling24102ISSUE / REVISIONDateMarkDescription510 Marquette Avenue South, Suite 200Minneapolis, MN 55402 | 612.375.0336Architecture and Interiors Structural and MEP Engineering4/15/2020 4:34:28 PMC:\Projects\2019024UNB_R19_Central_tom@msrdesign.com.rvtA201ADDENDUM 1BUILDING ELEVATIONS03.20.202002.24.2020PERMIT SET04.15.2020PERMIT REVIEW SETProject No: 2019024UNBOUND : MERIDIAN LIBRARYDISTRICT722 EAST 2ND STREETMERIDIAN, IDAHO 836421/4" = 1'-0"A2014SOUTH ELEVATION1/4" = 1'-0"A2012EAST ELEVATION1/4" = 1'-0"A2011WEST ELEVATION1/4" = 1'-0"A2013NORTH ELEVATIONA2015ENTRY STEEL CANOPYA2016ENTRY STEEL RAILING1 03.20.2020 ADDENDUM 1