Dining Hall–Steel Roof Truss DWG Detail for AutoCAD

Dining Hall–Steel Roof Truss DWG Detail for AutoCAD

STRUCTURAL WORK – STEEL ROOF TRUSS DETAILS –

Drawing labels, details, and other text information extracted from the CAD file:

lev., ramp, lev., slope, lev., lev., lev., non suspended slab reinforced with b.r.c mesh no laid from top, lev., parapet wall, upstand, upstand, steel truss type, hardwood, rafters, hardwood, purlins, hardwood, rafters, hardwood, purlins, hardwood, rafters, hardwood, purlins, hardwood, rafters, hardwood, purlins, parapet wall, concrete roof slab, arrangement of roof, steps up, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., wall, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., wall, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., wall, footing, dp., wall, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., wall, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., wall, footing, dp., wall, footing, wall, footing, dp., wall, footing, wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., footing, dp., footing, dp., wall, footing, dp., wall, footing, wall, dp., wall, footing, wall, dp., wall, dp., wall, footing, dp., footing, dp., wall, footing, dp., footing, dp., footing, dp., footing, dp., footing, dp., footing, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, footing, dp., wall, wall, footing, dp., footing, dp., wall, footing, wall, footing, wall, footing, wall, footing, wall, footing, wall, dp., wall, dp., wall, footing, wall, dp., wall, footing, dp., footing, dp., footing, dp., lev., lev., hardwood, rafters, hardwood, purlins, steel truss type no thus, client:, sheet no:, date:, checked:, feb., drwg:, file:, scale:, job no, drawn:, getfund, project:, proposed dining hall with, kitchen, steel truss type no thus, ‘c’, detail ‘c’, hardwood purlin, angle cleat, thick fillet weld, ‘a’, ‘d’, anchored bolts complete with double nuts and washers, fillet weld, angle, section, mm thick fillet weld, bottom chord, anchored bolts complete with double nuts and washers, thick base plate, r.c. column, detail ‘d’, hole, thick, thick fillet weld, section, base plate, r.c. column, hardwood purlin, section, long bolt complete with nut and washer, thick plate, long cleat, detail ‘b’, bolts, long, plate, fillet weld, no. angle bottom chor

Raw text data extracted from CAD file:

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300x150 LEV. 0+450 LEV. 0+450 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 150mm - NON SUSPENDED SLAB REINFORCED WITH B.R.C MESH No 65 LAID 25mm FROM TOP 150mm - NON SUSPENDED SLAB REINFORCED WITH B.R.C MESH No 65 LAID 25mm FROM TOP A C E F H I K L M N O Q A D G I K L M N P Q U R T 1 2 3 4 5 6 7 8 9 11 12 13 14 1 2 3 4a 5 6 7 8 9 11 12 13 14 9a 10 S V 4007796.762771957 4007796.762771957 B 3a W J X X Z Z Y D1 D1 M1 Q1 S1 4007796.762771957 L1 L2 C1 4007796.762771957 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 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\A1;BEAM 600x200 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;BEAM 300x150 \A1;BEAM 300x150 LEV. 0+600 9a C2 C2 \A1;BEAM 300x150 9a 9a \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;BEAM 300x150 C3 C3 C3 C3 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;WITH 150x150 UPSTAND \A1;BEAM 600x200 \A1;WITH 150x150 UPSTAND \A1;WITH 150x150 UPSTAND \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '2' STEEL TRUSS TYPE '2' 50x150mm HARDWOOD RAFTERS @ 1200c/c 50x100mm HARDWOOD PURLINS @ 1050c/c 50x150mm HARDWOOD RAFTERS @ 1200c/c 50x100mm HARDWOOD PURLINS @ 1050c/c 50x150mm HARDWOOD RAFTERS @ 1200c/c 50x100mm HARDWOOD PURLINS @ 1050c/c 50x150mm HARDWOOD RAFTERS @ 1200c/c 50x100mm HARDWOOD PURLINS @ 1050c/c \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL \A1;600x150 PARAPET WALL 150mm CONCRETE ROOF SLAB 150mm CONCRETE ROOF SLAB 150mm CONCRETE ROOF SLAB \LGENERAL ARRANGEMENT OF ROOF PLAN\H0.83333x; 2 steps up A C E F H I K L M N O Q A D G I K L M N P Q U R T 1 2 3 4 5 6 7 8 9 11 12 13 14 1 2 3 4a 5 6 7 8 9 11 12 13 14 9b 10 S V B 3a W J X X Z Z Y D1 D1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 M1 B2 B2 B2 B2 B3 B3 B3 B3 B3 B2 B2 B2 B2 B2 B2 B2 B2 11a 11b B1 B1 B1 B1 B1 B1 B1 B1 B3 B3 B3 B3 B3 B3 Q1 S1 4007796.762771957 L1 L2 C1 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\A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;450x150 DP. \A1;SLEEPER WALL \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;STRIP FOOTING B1 B1 B4 B4 B1 B1 B2 B2 B2 B2 \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL 9a B3 B3 B1 B1 B1 B1 B1 B1 B1 B1 \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL 11c 12a 12b \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL B1 \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;450x150 DP. \A1;SLEEPER WALL \A1;450x150 DP. \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;SLEEPER WALL \A1;450x150 DP. \A1;450x150 DP. \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;SLEEPER WALL \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. \A1;STRIP FOOTING \A1;450x150 DP. 11a 11b 11c 12a 12b 11a 11b 11c 12a 12b 11a 11b 11c 12a 12b \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 LEV. 0+600 11a 11b 11c 12a 12b C1 C1 C1 C1 C1 C1 C1 C1 C1 \A1;500 975 \A1;975 500 975 \A1;975 C4 \A1;BEAM 300x150 LEV. 0+450 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 LEV. 0+600 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 50x150mm HARDWOOD RAFTERS @ 1200c/c 50x100mm HARDWOOD PURLINS @ 1050c/c \A1;750 \A1;750 \A1;685 \A1;950 \A1;950 \A1;950 \A1;950 \A1;950 \A1;950 \A1;200 \A1;6550 \A1;1050 \A1;12750 11 \A1;2185 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;750 \A1;750 \A1;750 \A1;685 \A1;950 \A1;950 \A1;950 \A1;950 \A1;950 \A1;950 \A1;1000 \A1;12750 12 \A1;2185 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;750 \A1;1050 \A1;1050 STEEL TRUSS TYPE '1' ( 10 No THUS ) ST.08 CLIENT: 1: 100 & 1:50 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN \A1;740 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;600 \A1;740 \A1;6000 \A1;740 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;900 \A1;600 \A1;740 \A1;6000 6 9 STEEL TRUSS TYPE '2' ( 2 No THUS ) 'C' Detail 'C' 3 3 150x50 HardWood Purlin @ 1050c/c 70x70 Angle Cleat 6mm THICK FILLET WELD 'A' 'D' M16 ANCHORED BOLTS COMPLETE WITH DOUBLE NUTS AND WASHERS 75 150 150 150 150 150 75 150 1050 1050 6mm Fillet Weld 2 - 70x70x8mm Angle SECTION 3-3 75 150 150 150 150 150 75 150 4 4 6 mm THICK FILLET WELD 2No. 70x70x8 Bottom Chord M16 ANCHORED BOLTS COMPLETE WITH DOUBLE NUTS AND WASHERS 10mm THICK M/S BASE PLATE R.C. COLUMN Detail 'D' 18mm d HOLE \A1;40 \A1;70 \A1;40 \A1;70 \A1;40 \A1;40 \A1;140 \A1;75 150 75 \A1;300 \A1;300 10mm THICK M/S 6mm THICK FILLET WELD SECTION 4-4 8 8 BASE PLATE R.C. COLUMN 35 230 35 300 65 75 140 200 70x70x8mm L 150x50 Hardwood Purlin SECTION 1-1 140 Long M12 Bolt Complete with Nut and Washer 300 x 140 x 10mm THICK M/S PLATE 300mm long - 60 x 60 x 6mm L Cleat 2 2 Detail 'B' M16 BOLTS 300mm LONG M/S PLATE 35 80 35 35 80 35 300 35 35 6mm Fillet Weld 2 No. - 70 x 70 x 7 Angle BOTTOM CHORD M16 BOLTS 300mm LONG M/S PLATE SECTION 2-2 STEEL ROOF TRUSS DETAILS A A \A1;5400 \A1;3825 \A1;3825 \A1;900 \A1;3000 \A1;1200 \A1;3150 \A1;2100 \A1;4500 \A1;1950 \A1;2550 \A1;1950 \A1;3000 \A1;600 \A1;2550 \A1;450 \A1;4050 \A1;4500 \A1;4250 \A1;4250 \A1;4250 \A1;3900 \A1;4250 \A1;4250 \A1;4250 \A1;1800 \A1;2400 \A1;3900 \A1;4800 \A1;3600 \A1;3600 \A1;1500 \A1;3000 \A1;2400 \A1;1800 \A1;1200 \A1;3600 \A1;63000 \A1;49500 \A1;1350 \A1;1350 \A1;1175 \A1;2400 \A1;1200 \A1;3300 \A1;1425 \A1;1425 \A1;3300 \A1;625 \A1;1808 \A1;1575 \A1;2250 \A1;3000 \A1;1500 \A1;3000 \A1;600 \A1;3000 \A1;1500 \A1;3000 \A1;3367 \A1;3900 \A1;3450 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;1800 \A1;2400 \A1;2400 \A1;1800 \A1;3600 \A1;4800 \A1;3600 \A1;3600 \A1;1500 \A1;4200 \A1;3000 \A1;1200 \A1;3600 \A1;63000 2775 3275 975 11b 11c 12a 12b 11a LEV. 0+1050 \A1;200 \A1;6550 \A1;1050 \A1;1050 12 12b 12a 12c 12b 11a 11 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.300x150 \A1;BM.600x200 \A1;BM.600x200 \LSECTION A-A \A1;GROUND FLOOR \A1;ROOF \A1;LEV.0+450 \A1;LEV.0+600 \A1;LEV.0+600 \A1;LEV.0+1050 \A1;LEV.0+450 \A1;LEV.0+600 \A1;LEV.0+600 \A1;LEV.0+1050 \A1;4750 \A1;COL. 425x300 \A1;COL. 425x300 \A1;COL. 425x300 \A1;COL. 425x300 \A1;COL. 425x300 \A1;COL. 425x300 \A1;COL. 425x300 ST.01 CLIENT: 1: 100 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN FOUNDATION LAYOUT FOUNDATION LAYOUT ST.09 CLIENT: 1:30 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN TYPICAL SECTION 336 10 8 3200 BENDING SCHEDULE COLUMN BASE LENGTH DIA BAR MARK No EACH No TOTAL LOCA. BENDING SKETCH (mm) (mm) 3000 max. VARIES 200 R1001 2300 150 2000 150 ( 42 No. THUS ) BASE TYPE 'B1' 1350 252 R2001 20 6 112 10 8 3200 3000 max. VARIES 200 R1002 168 12 1100 150 800 150 ( 14 No. THUS ) BASE TYPE 'B2' 700 56 4 R1602 R1602 16 20 248 10 8 3200 3000 max. VARIES 200 R1003 248 8 1000 150 700 150 ( 31 No. THUS ) BASE TYPE 'B3' 500 124 4 100 100 50 R1202 R1201 12 12 ( 2 No. THUS ) BASE TYPE 'B4' COL. BASE TYPE 'B1' ( 42 No. THUS ) 14-R1601 @ 150c/c ( B2&T2 ) 150 150 1050 1050 213 212 1050 1050 2100 1500 \A1;50mm Blinding \A1;50 350 VARIES 150 1 900 6-R2001 ELEVATION 75mm KICKER @200c/c 8-R1001 MIN.300 1 14-R1601 @ 150c/c ( B1&T1 ) R1602 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 R1601 100 100 450 450 100 100 450 450 900 1500 \A1;50mm Blinding \A1;50 300 VARIES 150 2 900 4-R1602 ELEVATION 75mm KICKER @200c/c 8-R1002 MIN.300 2 R1602 R1602 2x6-R1602 150c/c ( B1&B2 ) ( 6 Each Way ) COL. BASE TYPE 'B2' ( 14 No. THUS ) 75 75 375 375 75 75 375 375 750 1500 \A1;50mm Blinding \A1;50 300 VARIES 150 3 900 4-R1201 ELEVATION 75mm KICKER @200c/c 8-R1003 MIN.300 3 R1201 R1201 2x4-R1202 @ 175c/c ( B1&B2 ) ( 4 Each Way ) R1201 R1201 R1201 COL. BASE TYPE 'B3' ( 31 No. THUS ) R1602 R1602 R1602 R1602 R1602 300 425 25mm Cover All Round R2001 R2001 R2001 R2001 R2001 R2001 R1602 R1602 R1602 R1602 25mm Cover All Round 200 200 ( R1002 ) 150 ( R1003) R1201 R1201 25mm Cover All Round R1201 R1201 150 SECTION 1-1 SECTION 2-2 SECTION 3-3 250 375 50 COLUMU BASES DETAILS 1176 R1601 16 28 150 150 50 32 10 16 3200 3000 max. VARIES 200 R1004 2300 150 2000 150 940 32 R1602 16 16 210 50 56 R1603 16 28 210 300 300 MIN.= \A1;VARIES 150 600 1500 150mm Floor Slab G.L. 50mm Blinding 300 MIN. \A1;VARIES 5735 hard core filling 150 300 1500 600 GROUND BEAM 300x150 B.R.C MESH \LSECTION 1-1 B F C1 GROUND BEAM 300x150 50mm Blinding 450 hard core filling 450 450 750 450 150 450 150 4715 750 750 \A1;1050 \A1;2100 \A1;1188 \A1;912 \A1;2100 \A1;212 \A1;213 \A1;425 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;300 \A1;150 \A1;150 \A1;150 \LDETAIL @ 'A' \A1;1050 11 D1 \A1;450 \A1;450 \A1;900 \A1;450 \A1;450 \A1;100 \A1;100 \A1;200 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 U 9b \A1;100 \A1;100 \A1;200 \A1;900 \LDETAIL @ 'B' \LDETAIL @ 'C' O \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;750 \A1;375 \A1;375 \A1;75 \A1;75 \A1;150 \A1;75 \A1;75 \A1;150 \A1;375 \A1;750 \A1;375 5 \A1;1050 \A1;2100 \A1;800 \A1;800 \A1;2100 \A1;1050 \A1;180 \A1;180 \A1;360 \A1;150 \A1;150 \A1;150 \A1;180 \A1;100 \A1;180 \A1;360 \A1;360 \A1;500 \A1;150 \A1;150 \A1;150 \LDETAIL @ 'D' Z COLUMN TYPE 'C1' ( 31 No. THUS ) \A1;75mm Kicker 300 21-R1001 @ 200c/c 6-R2001 1 1 4150 150 600 COLUMN TYPE 'C2' ( 14 No. THUS ) \A1;75mm Kicker 300 19-R1002 @ 200c/c 4-R1601 2 2 3800 150 300 COLUMN TYPE 'C3' ( 33 No. THUS ) \A1;75mm Kicker 300 19-R1003 @ 200c/c 4-R1201 3 3 3800 150 300 COLUMN TYPE 'C5' ( 10 No. THUS ) \A1;75mm Kicker 300 34-R1001 @ 200c/c 6-R2002 5 5 6750 150 300 300 425 25mm Cover All Round R2001 R2001 R2001 R2001 R2001 R2001 SECTION 1-1 R1601 R1601 R1601 R1601 25mm Cover All Round 200 200 ( R1002 ) SECTION 2-2 150 ( R1003) R1201 R1201 25mm Cover All Round R1201 R1201 150 SECTION 3-3 300 425 25mm Cover All Round R2001 R2001 R2001 R2001 R2001 R2001 SECTION 5-5 186 20 6 4850 BENDING SCHEDULE LENGTH DIA BAR MARK No EACH No TOTAL LOCA. BENDING SKETCH (mm) (mm) R2001 651 R1001 10 21 1350 250 375 50 266 R1002 10 19 700 ( 31 No. THUS ) COL. TYPE 'C1' 4700 150 ( 14 No. ONLY ) COL. TYPE 'C2' 56 4 4200 4050 150 COL. TYPE 'C3' 16 R1601 132 4 150 R1201 12 627 R1003 10 19 150 150 50 500 100 100 50 ( 33 No. THUS ) 4200 4050 COL. TYPE 'C4' 32 16 150 R1602 16 64 R1004 10 32 940 210 210 50 ( 2 No. THUS ) 3960 3810 60 20 6 7150 R2002 340 R1001 10 34 1350 250 375 50 ( 10 No. THUS ) COL. TYPE 'C5' 7000 150 ( R1001 ) \A1;75mm Kicker 3160 700 8-R1602 8-R1602 16-R1004 @ 200c/c COLUMN TYPE 'C4' ( 2 No. THUS ) 16-R1004 @ 200c/c 4 4 R1601 360 75mm Cover All Round SECTION 4-4 R1601 R1601 R1601 360 360 R1601 100 ( R1001 ) ( R1001 ) ( R1004 ) ( R1004 ) R1601 R1601 R1601 R1601 R1601 R1601 R1601 360 75mm Cover All Round SECTION 4-4 R1602 R1602 R1602 360 360 R1602 100 ( R1004 ) ( R1004 ) R1602 R1602 R1602 R1602 R1602 R1602 1. FOR SECTIONAL DETAILS REFER NOTE: 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED TO SHEET No. ST.02 ST.04 CLIENT: 1: 100 & 1:20 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN 4250 4250 4250 4250 4250 4250 3900 3900 3900 1800 2400 3900 4800 3600 3600 1500 3000 2400 1800 1200 3600 63000 49500 1350 1350 1175 2400 1200 3300 1425 1425 3300 625 1808 1575 3900 3450 2250 3000 1500 3000 600 3000 1500 3000 3367 4250 4250 4250 4250 4250 4250 1800 2400 2400 1800 3600 4800 3600 3600 1500 4200 3000 1200 3600 63000 3825 3825 900 3000 1200 3150 2100 4500 1950 2550 1950 3000 5400 600 2550 450 4050 4500 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 \A1;BEAM 300x150 R1201 R1001 R1201 4007796.762771957 4007796.762771957 150 B.R.C. MESH R1201 R1201 TYPICAL GROUND BEAM 300x150 TYPICAL GROUND BEAM 300x150 780 R1201 16 BAR No EACH No TOTAL MARK DIA LENGTH BENDING SKETCH BENDING SCHEDULE 780 7800 R1001 10 800 250 100 7800 9000 MIN. LAP. 600mm TO BE CUT TO SUIT ON SITE GENERAL ARRANGEMENT OF GROUND FLOOR PLAN ST.06 CLIENT: 1: 100 & 1:50 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3900 \A1;3600 \A1;63000 \A1;3900 \A1;4800 \A1;3600 \A1;3600 \A1;1500 \A1;3000 \A1;2400 \A1;1800 \A1;1200 \A1;49500 \A1;1350 \A1;1350 \A1;1175 \A1;2400 \A1;1200 \A1;3300 \A1;1425 \A1;1425 \A1;3300 \A1;625 \A1;1808 \A1;1575 \A1;2250 \A1;3000 \A1;1500 \A1;3000 \A1;600 \A1;3000 \A1;1500 \A1;3000 \A1;3367 \A1;3900 \A1;3450 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;1800 \A1;2400 \A1;2400 \A1;1800 \A1;3600 \A1;4800 \A1;3600 \A1;3600 \A1;1500 \A1;4200 \A1;3000 \A1;1200 \A1;3600 \A1;63000 \A1;3825 \A1;3825 \A1;900 \A1;3000 \A1;1200 \A1;1950 \A1;2550 \A1;1950 \A1;3000 \A1;5400 \A1;600 \A1;2550 \A1;450 \A1;4050 \A1;4500 \A1;4500 \A1;3150 \A1;2100 4007796.762771957 4007796.762771957 \LTYPICAL ROOF BEAM 300x150 R1601 R1601 R1601 R1001 @ 200c/c R1601 4007796.762771957 4007796.762771957 \LTYPICAL ROOF BEAM 600x200 R1002 @ 200c/c R1601 R1601 R1601 R1601 R1601 R1601 212 R1601 16 BAR No EACH No TOTAL MARK DIA LENGTH BENDING SKETCH BENDING SCHEDULE 212 2120 R1001 10 800 250 100 2120 9000 MIN. LAP. 600mm TO BE CUT TO SUIT ON SITE TYPICAL ROOF BEAM 300x150 140 R1201 12 140 1400 R1002 10 1500 550 150 1400 9000 MIN. LAP. 600mm TO BE CUT TO SUIT ON SITE TYPICAL ROOF BEAM 600x200 \A1;BEAM 600x200 \A1;49-R1201 @ 150c/c B1 K M 9 11 \A1;49-R1201 @ 150c/c B1 9a \A1;20-R1202 @ 300c/c T2 10 10 \A1;20-R1202 @ 300c/c T2 10 10 \A1;49-R1203 @ 150c/c T1 \A1;54-R1204 @ 150c/c T1&B2 \A1;54-R1204 @ 150c/c T1&B2 27 27 27 27 6 6 6 6 \A1;24-R1205 @ 300c/c T2 27 27 \A1;54-R1206 @ 150c/c B2 ROOF SLAB DETAILS ON GRIDLINES K-M / 9-11 (1No) \A1;6000 \A1;775 \A1;775 \A1;3900 \A1;3900 11 9a 10 \A1;2400 \A1;1800 26 33 \A1;59-R1207 @ 150c/c T1&B1 \A1;25-R1207 @ 150c/c T1&B1 \A1;33-R1207 @ 150c/c T1&B1 \A1;38-R1207 @ 150c/c T1&B1 \A1;25-R1208 @ 150c/c B2 26 9 \A1;35-R1209 @ 150c/c B2 8 5 6 9 \A1;28-R1202 @ 300c/c T2 \A1;18-R1202 @ 300c/c T2 9 9 \A1;5-R1210 @ 150c/c B2 9 6 \A1;15-R1211 @ 300c/c T2 \A1;33-R1212 @ 150c/c B1 \A1;33-R1203 @ 150c/c T1 ROOF SLAB DETAILS ON GRIDLINES U-Y / 9a-11 & 12-14 (2No) U Y \A1;775 W X \A1;3150 \A1;1200 \A1;3000 \A1;775 70 30 66 50 310 54 24 108 No 115 152 EACH R1209 12 R1211 12 R1212 12 LOCA. R1207 12 R1206 12 R1205 12 R1204 12 R1203 12 R1202 12 12 MARK BAR DIA R1201 2000 LENGTH 70 30 66 50 310 54 24 108 115 No TOTAL 324 3000 6400 3600 2600 1300 5600 BENDING SCHEDULE 198 No EACH 12 R1208 LOCA. 12 MARK BAR DIA R1201 LENGTH No TOTAL 198 BENDING SKETCH 10 12 R1210 10 3200 ROOF SLAB DETAILS 1300 100 4200 1000 STRAIGHT 7750 STRAIGHT STRAIGHT 4600 5900 1400 100 4400 STRAIGHT 800 100 2700 STRAIGHT 800 100 2100 STRAIGHT STRAIGHT STRAIGHT \A1;R1213 @ 200c/c \A1;R1213 \A1;R1213 \A1;R1213 \A1;R1213 \A1;R1213 \A1;R1214 @ 175c/c \A1;600 \A1;R1201 \A1;R1213 A A 1 1 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1201 \A1;R1202 \A1;R1213 \A1;R1202 \A1;R1202 \A1;R1202 \A1;R1202 \A1;R1206 \A1;R1204 \A1;R1204 4007796.762771957 SECTION 1-1 ( typical 600x 150 parapet wall details ) 9000 MIN. LAP. 600mm TO BE CUT TO SUIT ON SITE 80 12 R1213 80 80 550 500 1700 1600 4430 360 12 R1214 360 A C E F H I K L M N O Q A D G I K L M N P Q U R T 1 2 3 4 5 6 7 8 9 11 12 13 14 1 2 3 4a 5 6 7 8 9 11 12 13 14 9a 10 S V 4007796.762771957 4007796.762771957 B 3a W J X X Z Z Y D1 D1 M1 Q1 S1 4007796.762771957 L1 L2 C1 4007796.762771957 \A1;BEAM 300x150 \A1;BEAM 600x200 \A1;BEAM 600x200 \A1;BEAM 600x200 9a STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '1' STEEL TRUSS TYPE '2' STEEL TRUSS TYPE '2' 11a 11b 11c 12a 12b 11a 11b 11c 12a 12b ST.07 CLIENT: 1: 100 & 1:50 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3900 \A1;3600 \A1;63000 \A1;3900 \A1;4800 \A1;3600 \A1;3600 \A1;1500 \A1;3000 \A1;2400 \A1;1800 \A1;1200 \A1;49500 \A1;1350 \A1;1350 \A1;1175 \A1;2400 \A1;1200 \A1;3300 \A1;1425 \A1;1425 \A1;3300 \A1;625 \A1;1808 \A1;1575 \A1;2250 \A1;3000 \A1;1500 \A1;3000 \A1;600 \A1;3000 \A1;1500 \A1;3000 \A1;3367 \A1;3900 \A1;3450 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;1800 \A1;2400 \A1;2400 \A1;1800 \A1;3600 \A1;4800 \A1;3600 \A1;3600 \A1;1500 \A1;4200 \A1;3000 \A1;1200 \A1;3600 \A1;63000 \A1;3825 \A1;3825 \A1;900 \A1;3000 \A1;1200 \A1;1950 \A1;2550 \A1;1950 \A1;3000 \A1;5400 \A1;600 \A1;2550 \A1;450 \A1;4050 \A1;4500 \A1;4500 \A1;3150 \A1;2100 \A1;BEAM 600x200 60x60x6-WIND BRACING 60x60x6-WIND BRACING 2No - 50x150mm HARDWOOD HIP RAFTERS 70x70x8-DIAPHRAGM BRACING 70x70x8-DIAPHRAGM BRACING A A 70x70x8-DIAPHRAGM BRACING 70x70x8-DIAPHRAGM BRACING 60x60x6-WIND BRACING DIAPHRAGM & WIND BRACING DETAILS 1 1 DETAIL @ A ( DIAPHRAGM BRACING DETAILS ) TRUSS TYPE '1' \A1;300 \A1;300 300x300x10 THICK M/S PLATE SECTION 1-1 70x70x8 L ( DIAPHRAGM BRACING ) D TRUSS TYPE '1' TRUSS TYPE '1' 60x60x6 L ( WIND BRACING ) C WIND BRACING DETAILS DETAIL @ B TRUSS TYPE '1' 2 2 6mm THICK FILLET WELD DETAIL @ 'C' 60x60x6 L 60x60x6 L 60x60x6 L SECTION 2-2 60x60x6 L 6mm Thick Fillet Weld 4007796.762771957 4007796.762771957 70x70x8 L ( DIAPHRAGM BRACING ) 4007796.762771957 4007796.762771957 6mm Thick Fillet Weld 300x300x10mm Thick M/S PLATE DETAIL @ 'D' 3 3 70x70x8 L ( DIAPHRAGM BRACING ) 6mm Thick Fillet Weld 300x300x10mm Thick M/S PLATE SECTION 3-3 1. CONNECTED MEMBERS, PLATES AND CLEATS ARE NOTES FOR STEEL TRUSS FORMED FROM GRADE 43 STEEL (BS 4360) WITH MINIMUM CHARACTERISTIC DESIGN STRENGTH OF 275N/mm 2. CORROSION RESISTANT FINISH SUCH AS ZINC RED OXIDE SHALL BE APPLIED TO ALL SURFACES PRIOR TO ERECTION AND DAMAGED AREAS TREATED AFTER ERECTION. 3. ORDINARY BOLTS AND NUTS SHALL COMPLY WITH BS 3692, BS 4190, BS 4395: PART 1 OR 4. BOLTS, NUTS AND WASHERS MUST HAVE CORROSION RESISTANT FINISHES SUCH AS HOT-DIP GALVANIZED TO BS 729. 5. PLAIN WASHERS FOR USE WITH ORDINARY BOLTS AND NUTS SHALL COMPLY WITH BS 4320. 6. BOLTS GRADE OF 8.8 SHALL BE USED. 7. ALL FASTENERS ARE IN CLEARANCE HOLES (I.E. NOMINAL BOLTS DIAMETER PLUS 2mm). 8. THE CONNECTED PARTS SHALL BE FIRMLY DRAWN TOGETHER. STEEL PACKING PLATES SHALL BE PROVIDED WHERE NECESSARY TO ENSURE THAT THE TOTAL REMAINING GAP BETWEEN ADJACENT SURFACES DOES NOT EXCEED 2mm. 2 BS 4933 AS APPROPRIATE. 9 WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH BS 4165 GRADE E43 ELECTRODE WITH MINIMUM STRENGTH CAPACITY OF 215N/mm SHALL BE USED. 10. ALL WELD MUST BE FILLET WELD AND THROAT SIZE SHALL NOT BE LESS THAN 6mm IN THICKNESS. 11. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, THE POSITION OF THE CENTRE OF ANY ANCHOR/ ORDINARY BOLT AT THE POINT WHERE IT CONNECTS THE BASE/GUSSET PLATE SHALL NOT VARY BY MORE THAN 3mm FROM ITS SPECIFIED POSITION. 12. ALL CONNECTION FOR TEMPORARY BRACING, BOLT MEMBERS ETC. TO BE PROVIDED FOR ERECTION PURPOSES SHALL BE SO MADE THAT THEY DO NOT WEAKEN THE PERMANENT STRUCTURE 2 OR IMPAIR SERVICEABILITY. STEEL ROOF TRUSS DETAILS- DIAPHRAGM & WIND BRACING COL. BASE TYPE 'B4' ( 2 No. THUS ) 14-R1603 @ 150c/c ( B2&T2 ) 360 360 1050 1050 180 1050 1050 2100 1500 \A1;50mm Blinding \A1;50 350 VARIES 150 4 900 8-R1602 ELEVATION 75mm KICKER @200c/c 2x8-R1004 MIN.300 4 14-R1603 @ 150c/c ( B1&T1 ) R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 R1603 180 100 8-R1602 1 1 'C' 'A' 'B' 'D' 1. FOR SECTION A-A REFER NOTE: 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED TO SHEET No. ST.09 ST.02 CLIENT: 1: 30 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN SECTIONAL DETAILS ST.03 CLIENT: 1: 30, 1:50 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN G.A. GROUND FLOOR PLAN COLUMU TYPES DETAILS ST.05 CLIENT: 1: 30, 1:50 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN G.A. ROOF PLAN ( STRUCTURAL DRAWINGS ) CLIENT: PROJECT: DATE: FEBRUARY 2013 LIST OF DRAWINGS 1. FOUNDATION LAYOUT-------------------------------------------------------- SHEET 1 6. \LGENERAL NOTES\H0.6398x;\l 1. FOR ISOLATED FOOTING/PAD FOUNDATION, EXCAVATION SHALL BE DONE TO A DEPTH NOT EXCEEDING 1800mm. 2. FOR STRIP FOOTING, EXCAVATION SHALL BE DONE TO A DEPTH NOT EXCEEDING 750mm 3. IF THE EXCAVATED MATERIAL IS CLAYEY IT SHALL BE REMOVED FROM SITE TO A DUMP AS DIRECTED BY THE STRUCTURAL ENGINEER. 4. IF THE EXCAVATED MATERIAL IS CLAYEY, THEN THE BACK- FILL MATERIAL SHALL BE IMPORTED, FREE DRAINING, GRANULAR AND PLACED AND COMPACTED TO 98% MAXIMUM DRY DENSITY(MDD) AT OPTIMUM MOISTURE CONTENT(OMC) IN LAYERS NOT EXCEEDING 300mm IN COMPACTED THICKNESS USING A SUITABLE COMPACTION EQUIPMENT TO ACHIEVE COMPACTION LEVELS IN ACCORDANCE WITH B.S.1377 AND B.S.6031 5. MACHINE CRUSHED GRANITE COARSE AGGREGATES OF NOMINAL SIZE OF 20mm GRADED DOWN TO 10mm SHALL BE USED WITH B.S.882 6. FINE AGGREGATES SHALL BE CLEAN AND SILT FREE AND MUST COMPLY WITH B.S. 882. 7. WATER SHALL BE CLEAN AND FREE FROM CHEMICALS AND HARMFUL MATTER. 8. 9. REINFORCEMENT SHALL BE DEFORMED MILD STEEL BARS FREE FROM RUST AND MUST COMPLY WITH B.S. 4449. 10. ALL FORMWORK MUST BE CLEAN AND SUFFICIENTLY RIGID. 11. REINFORCED CONCRETE FOR ALL SUB- STRUCTURAL & SUPER-STRUCTURAL WORKS SHALL HAVE A CHARACTERISTICS COMPRESSIVE STRNGTH fcu=30N/mm2 AT 28DAYS WITH A MIX BY WEIGHT. 12. ALL REINFORCED CONCRETE SHALL BE THOROUGHLY VIBRATED. 13. CONCRETE SHALL BE CURED AFTER SETTING WITH MOIST SACKS FOR COLUMNS AND MOIST SAND AND SACKS FOR BEAMS AND SLABS. 14. CONCRETE COVER TO REINFORCEMENT: A. SLABS = 3/4" (20mm) B. COLUMN = 1'' (25mm) C. BEAMS = 1'' (25mm) D. FOUNDATION = 2'' (50mm) 16. ALL STRUCTURAL DRAWINGS ARE TO BE READ IN CONJUCTION WITH THE ARCHITECTURAL DRAWINGS AND ANY DISCRIPANCIES MUST BE REPORTED TO THE STRUCTURAL ENGINEER. 17. ALL STRUCTURAL WORKS MUST BE INSPECTED BY THE STRUCTURAL ENGINEER PRIOR TO ANY CONSTRUCTION THERE UPON 18. WHEN IN DOUBT, CONSULT THE STRUCTURAL ENGINEER AND MUST COMPLY 15. ALL BLOCKWORK ARE NON-LOAD BEARING 25mm POLYSTERENE SHEET SHOULD BE USED FOR THE EXPANSION JOINT. 7. 3. G. A. GROUND FLOOR PLAN --------------------------------------------------SHEET 4 5. 4. 8. TYPICAL SECTION ------------------------------------------------------------SHEET 9 9. COLUMN BASES DETAILS ----------------------------------------------------SHEET 3 G.A ROOF PLAN---------------------------------------------------------------SHEET 6 STEEL ROOF TRUSS DETAILS ------------------------------------------------SHEET 8 SECTIONAL DETAILS ---------------------------------------------------------SHEET 2 2. ST.00 CLIENT: 1: 100 sheet no: date: checked: FEB. 2013 drwg: file: scale: job no drawn: GETFUND project: PROPOSED DINING HALL WITH KITCHEN LIST OF DRAWINGS & GENERAL NOTES PROPOSED DINING HALL WITH KITCHEN GETFUND COLUMN TYPES DETAILS -----------------------------------------------------SHEET 5 DIAPHRAGM & WIND BRACING DETAILS -------------------------------------SHEET 7

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, cover, dach, DETAIL, details, dining, DWG, hangar, lagerschuppen, roof, shed, steel, structural, structure, terrasse, toit, truss, work