HomeMy WebLinkAbout16 A3.2 North and South Elevations 05052021MAIN LEVEL100' -0"T.O. WALL109' -1 1/8"UPPER LEVEL110' -3 7/8"T.O. UPPER WALL119' -5"METAL FASCIA AND SOFFIT-PAINTED, TYPBOX RIB SIDING COLOR 2 -TYP.FIBREX WINDOWS TYP.ASPHALT SHINGLES -BLACKT.O. WALL18' - 0"MIN. TRUSS HEAL1' - 0"221A4.11A4.1WOOD SHIPLAP T AND G - CHARCOAL BLACK4-0 ENTRY COVEROTHER BLOCK for OTHER BUILDINGS CLASSIFICATION FRONTAGE 38.510.0302436 SF X .10 = 243.6 sf REQUIRED273 SF PROVIDED31.599" / 12"6" / 12"6" / 12"8' - 2 1/2"1A4.21A4.22A4.22A4.2FIRST PHASE BLANK WALL TREATMENT OF WINDOWS1133T.O. WH WALL118' -0"A3.2.32GRAY SOFFIT AND FASCIA AT BUMPOUTSMAIN LEVEL100' -0"T.O. WALL109' -1 1/8"UPPER LEVEL110' -3 7/8"T.O. UPPER WALL119' -5"221A4.11A4.11A4.21A4.22A4.22A4.2ELECCLEAR MIN.3' - 8"3' - 6"PARTIALLY GLAZED OVERHEAD DOORSCOMPOSITE PANELS ABOVE DOORSASPHALT SHINGLES1133T.O. WH WALL118' -0"GAS - SEE PLANSCREEN5A3.1A3.2.31GREY TRIMBLACK TRIM TYP.WHITE TRIMC CHANNEL TRIMGRAY SOFFIT AND FASCIA AT BUMPOUTSFASTEN ¼” THICK MOUNTING PLATE TO CONCRETE WITH (2) 1/2”DIAMETER X 5” TITEN HD CONCRETE SCREW ANCHORS 2" X 2" HSS STEEL FRAME.NOTE:• RAILS, BALUSTERS, TOP AND BOTTOM FRAMES MUST RESIST 50 LBS / LINEAL FT. MIN IN ANY DIRECTION.• TOP RAIL MUST RESIST MIN 200 LBS POINT LOAD.• OPENINGS NO GREATER THAN 3.75"• REFERENCE IBC 1607.8.1CONCRETE WALKCONCRETE STEM WALL2" X 4" HSS STEEL TOP RAIL.2"4"1/2" REBARPAINT FAME AND RODS BLACK.DRAWING NUMBER:PHASE:DATE:DRAWING TITLE:PROJECT NUMBER:DRAWN BY / CHECKED BY:REVISIONS:0"1"2"5/5/2021 12:53:44 PMA3.2NORTH AND SOUTHELEVATIONS20-15KOHDMAY 05 | 2021CCR--SITE PLAN3480 PRINCE LANEBOZEMAN MT3/16" = 1'-0"NORTH - ENTRY13/16" = 1'-0"SOUTH2NO. DESCRIPTION DATE1 Site Plan Rev1 0305213/4" = 1'-0"Loading Dock Guardrail3