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HomeMy WebLinkAboutChuck Morgan 48x56x26 24X36 C (1).pdf2 A1 8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0" 56' - 0" N 48 ' - 0 " 8' - 0"8' - 0"8' - 0"8' - 0"10' - 0"2' - 0"10' - 0"2' - 0" 48 ' - 0 " 56' - 0" 12' - 0"20' - 0"24' - 0" 8' - 0 " 18 ' - 0 " 2' - 0 " 18 ' - 0 " 2' - 0 " 26 ' - 0 " 22 ' - 0 " - --- 5' - 0" 18 X 1 6 O V E R H E A D D O O R 18 X 1 6 O V E R H E A D D O O R 10X12 OVERHEAD DOOR 10X12 OVERHEAD DOOR 28 " X 4 8 " D H 28 " X 4 8 " D H 28"X48" DH28"X48" DH 28"X48" DH UP (30) RISERS @ 6 15/16" (29) TREADS @ 11 1/4" 4' - 0 " 4' - 0" 3068 30 6 8 FINISHED FLOOR 0' - 0" TRUSS A 26' - 0" T.O. FOOTING -2' - 6" B.O. FOOTING -3' - 4" 26GA G-RIB METAL SIDING 2X4 SIDE GIRTS @ 24" O.C. 3-PLY 2X8 LAMINATED COLUMNS @ 8'-0" O.C. 6" CONCRETE SLAB 2ND FLOOR 17' - 4 3/4" 8' - 7 1 / 4 " 17 ' - 4 3 / 4 " MEAN ROOF HEIGHT 33' - 0" 1/2" RIGID INSULATION 10"X30" CAST-IN-PLACE CONCRETE WALL 24"X10" CAST-IN-PLACE CONCRETE FOOTING 6 1/4" 12" STR. BRG 16' - 0" 1 4 ' - 3 5 /8 " 1 5 ' - 0 1 /8 " 26GA G-RIB METAL ROOFING OVER 2X4 ROOF PURLINS @ 24" O.C. 1/2" RIGID INSULATION WOOD I-JOISTS PER MANUFACTURERS SPECS 3/4" SUB-FLOOR 1" RIGID INSULATION LSL HEADER 2-PLY PRE-ENGINEERED WOOD TRUSSES @ 96" O.C. 39 ' - 7 5 / 8 " A1 3 11' - 0"10' - 0"16' - 0"10' - 0"9' - 0" OP E N T O B E L O W 43' - 7" 42 ' - 1 0 1 / 2 " DOWN FINISHED FLOOR 0' - 0" T.O. FOOTING -2' - 6" B.O. FOOTING -3' - 4" 2X4 SIDE GIRTS @ 24" O.C. 6" CONCRETE SLAB 10"X30" CAST-IN-PLACE CONCRETE WALL W/ #4 VERTICAL REBAR @ 24" O.C. & (2) ROWS OF #4 REBAR 24"X10" CAST-IN-PLACE CONCRETE FOOTING W/ #4 HORIZONTAL REBAR @ 24" O.C. & (2) ROWS OF # 4 REBAR 1" RIGID INSULATION 4-PLY 2X8 LAMINATED COLUMN WET SET COLUMN BRACKET DRAWN: CHECKED: 1 2 3 4 5 DATE: FO R COPYRIGHT 2011 GRABER POST BUILDINGS. THE DRAWINGS, DESIGN INTENT AND CONCEPTUAL DATA CONTAINED IN THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. ANY RE-USE OR REPRODUCTION OF THESE DOCUMENTS REQUIRES WRITTEN CONSENT FROM THE DESIGNER. 7 7 1 6 N 9 0 0 E M O N T G O M E R Y , I N 4 7 5 5 8 ( 8 0 0 ) 2 6 4 - 5 0 1 3 w w w . g r a b e r p o s t . c o m A1 FLOOR PLAN NE W B U I L D I N G DLS 10-13-15 3/16" = 1'-0"1 FLOOR PLAN REV DATE DESCRIPTION 3/16" = 1'-0"2 TRANSVERSE SECTION A 3/16" = 1'-0"4 2ND FLOOR 1/2" = 1'-0"3 FOOTING DETAIL FINISHED FLOOR 0' - 0" TRUSS A 26' - 0" 6 1/4" 12" 2ND FLOOR 17' - 4 3/4" MEAN ROOF HEIGHT 33' - 0" STR. BRG 16' - 0" FINISHED FLOOR 0' - 0" TRUSS A 26' - 0" 2ND FLOOR 17' - 4 3/4" MEAN ROOF HEIGHT 33' - 0" STR. BRG 16' - 0" FINISHED FLOOR 0' - 0" TRUSS A 26' - 0" 2ND FLOOR 17' - 4 3/4" MEAN ROOF HEIGHT 33' - 0" STR. BRG 16' - 0" FINISHED FLOOR 0' - 0" TRUSS A 26' - 0" 2ND FLOOR 17' - 4 3/4" MEAN ROOF HEIGHT 33' - 0" STR. BRG 16' - 0" DRAWN: CHECKED: 1 2 3 4 5 DATE: FO R COPYRIGHT 2011 GRABER POST BUILDINGS. THE DRAWINGS, DESIGN INTENT AND CONCEPTUAL DATA CONTAINED IN THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. ANY RE-USE OR REPRODUCTION OF THESE DOCUMENTS REQUIRES WRITTEN CONSENT FROM THE DESIGNER. 7 7 1 6 N 9 0 0 E M O N T G O M E R Y , I N 4 7 5 5 8 ( 8 0 0 ) 2 6 4 - 5 0 1 3 w w w . g r a b e r p o s t . c o m A2 ELEVATIONS NE W B U I L D I N G DLS 10-13-15 REV DATE DESCRIPTION 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 WEST ELEVATION 1/8" = 1'-0"3 NORTH ELEVATION 1/8" = 1'-0"4 SOUTH ELEVATION 1/8" = 1'-0"5 PERSPECTIVE B 1/8" = 1'-0"6 PERSPECTIVE A