Generator Shed DWG Plan for AutoCAD

Cross section; Elevations; Floor Plan Dimension provided on floor plan cross section detail provide roofing details

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

scale, project, date, sheet, project name and address, firm name and address, no., date, general notes, public works dept., saratamata penama province, public works department, floor plan, generator shed, june, as shown, specifications, with bars and links floor slap thick slap with arc mesh cast into. compacted hardcorefill with sand bed on top prepared before concrete is poured. concrete posts with bars and links rc beam with bars and links wall concrete block wall with all cores filled with mortar. ree bars horizontal bars wall plaster thick wall plaster on both sides. timber frame walling with corr. steel sheets fix to externally with roof nails. roofing all timbers are to be dressed and smooth timber roof frame for top and bottom rafter members. timber purlins fixed with ms cyclone straps to rafter member. roof cladding corrugated steel sheets with steel barge flashings at ends. all roof claddings are fixed to frames with type cyclone roof screws and washers at every corrugation., scale, project, date, sheet, project name and address, firm name and address, no., date, generator shed, june, as shown, specifications, with bars and links floor slap thick slap with arc mesh cast into. compacted hardcorefill with sand bed on top prepared before concrete is poured. concrete posts with bars and links rc beam with bars and links wall concrete block wall with all cores filled with mortar. ree bars horizontal bars wall plaster thick wall plaster on both sides. timber frame walling with corr. steel sheets fix to externally with roof nails. roofing all timbers are to be dressed and smooth timber roof frame for top and bottom rafter members. timber purlins fixed with ms cyclone straps to rafter member. roof cladding corrugated steel sheets with steel barge flashings at ends. all roof claddings are fixed to frames with type cyclone roof screws and washers at every corrugation., public works dept., saratamata penama province, public works department, generator shed, section, scale, project, date, sheet, project name and address, firm name and address, no., date, new generator shed extension, new concrete slap ht, floor plan, rear elevation, side elevation, front elevation, side elevation, cross section, generator shed, june, as shown, specifications, with bars and links floor slap thick slap with arc mesh cast into. compacted hardcorefill with sand bed on top prepared before concrete is poured. concrete posts with bars and links rc beam with bars and links wall concrete block wall with all cores filled with mortar. ree bars horizontal bars wall plaster thick wall plaster on both sides. timber frame walling with corr. steel sheets fix to externally with roof nails. roofing all timbers are to be dressed and smooth timber roof frame for top and bottom rafter members. timber purlins fixed with ms cyclone straps to rafter member. roof cladding corrugated steel sheets with steel barge flashings at ends. all roof claddings are fixed to frames with type cyclone roof screws and washers at every corrugation., public works dept., saratamata penama province, public works department, generator shed, elevations, scale, project, date, sheet, project name and address, firm name and address, no., date

Raw text data extracted from CAD file:

Scale Project Date Sheet Revision/Issue Project Name and Address Firm Name and Address No. Date General Notes \A1;5450 \A1;150 \A1;500 \A1;650 \A1;4350 \A1;500 \A1;150 \A1;4050 \A1;2400 \A1;950 \A1;150 \A1;657 \A1;250 \A1;2200 \A1;100 \A1;333 \A1;5646 \A1;892 \A1;892 \A1;892 \A1;892 \A1;892 \A1;892 \A1;400 \A1;350 Public Works Dept. Saratamata Penama Province Public Works Department FLOOR PLAN Generator Shed Generator Shed june 2004 as shown 01 SPECIFICATIONS \LFOOTINGS \l300mm x 400mm with 4 D12 bars and R6 links @ 250 c/s FLOOR SLAP 100mm thick slap with 668 arc mesh cast into. Compacted hardcorefill with 40mm sand bed on top prepared before concrete is poured. CONCRETE POSTS 150mm x 150mm with 4 D10 bars and R6 links @ 250 c/s. RC BEAM 250mm x 150mm with 2 D12 bars and R6 links @ 250 c/s. WALL 150mm concrete block wall with all cores filled with mortar. D10 ree bars @ 1000mm c/s. D10 horizontal bars @ 600mm c/s. WALL PLASTER 25mm thick wall plaster on both sides. Timber frame walling with corr. steel sheets fix to externally with roof nails. ROOFING All timbers are to be treated, dressed and smooth timber roof frame 150mm x 50 for top and bottom rafter members. Timber purlins 50mm x 50mm fixed with ms cyclone straps to rafter member. ROOF cladding Corrugated steel sheets with steel barge flashings at ends. all roof claddings are fixed to frames with type 17 cyclone roof screws and washers at every 2nd corrugation. Scale Project Date Sheet Revision/Issue Project Name and Address Firm Name and Address No. Date Generator Shed june 2004 as shown 03 SPECIFICATIONS \LFOOTINGS \l300mm x 400mm with 4 D12 bars and R6 links @ 250 c/s FLOOR SLAP 100mm thick slap with 668 arc mesh cast into. Compacted hardcorefill with 40mm sand bed on top prepared before concrete is poured. CONCRETE POSTS 150mm x 150mm with 4 D10 bars and R6 links @ 250 c/s. RC BEAM 250mm x 150mm with 2 D12 bars and R6 links @ 250 c/s. WALL 150mm concrete block wall with all cores filled with mortar. D10 ree bars @ 1000mm c/s. D10 horizontal bars @ 600mm c/s. WALL PLASTER 25mm thick wall plaster on both sides. Timber frame walling with corr. steel sheets fix to externally with roof nails. ROOFING All timbers are to be treated, dressed and smooth timber roof frame 150mm x 50 for top and bottom rafter members. Timber purlins 50mm x 50mm fixed with ms cyclone straps to rafter member. ROOF cladding Corrugated steel sheets with steel barge flashings at ends. all roof claddings are fixed to frames with type 17 cyclone roof screws and washers at every 2nd corrugation. Public Works Dept. Saratamata Penama Province Public Works Department Generator Shed SECTION Scale Project Date Sheet Revision/Issue Project Name and Address Firm Name and Address No. Date \A1;950 \A1;100 5 5 5 New Generator Shed Extension 5 5 5 5 5 5 5 New Concrete slap 75mm ht 5 X X 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FLOOR PLAN REAR ELEVATION SIDE ELEVATION 2 FRONT ELEVATION SIDE ELEVATION 1 CROSS SECTION x-x 5 5 Generator Shed june 2004 as shown 02 SPECIFICATIONS \LFOOTINGS \l300mm x 400mm with 4 D12 bars and R6 links @ 250 c/s FLOOR SLAP 100mm thick slap with 668 arc mesh cast into. Compacted hardcorefill with 40mm sand bed on top prepared before concrete is poured. CONCRETE POSTS 150mm x 150mm with 4 D10 bars and R6 links @ 250 c/s. RC BEAM 250mm x 150mm with 2 D12 bars and R6 links @ 250 c/s. WALL 150mm concrete block wall with all cores filled with mortar. D10 ree bars @ 1000mm c/s. D10 horizontal bars @ 600mm c/s. WALL PLASTER 25mm thick wall plaster on both sides. Timber frame walling with corr. steel sheets fix to externally with roof nails. ROOFING All timbers are to be treated, dressed and smooth timber roof frame 150mm x 50 for top and bottom rafter members. Timber purlins 50mm x 50mm fixed with ms cyclone straps to rafter member. ROOF cladding Corrugated steel sheets with steel barge flashings at ends. all roof claddings are fixed to frames with type 17 cyclone roof screws and washers at every 2nd corrugation. Public Works Dept. Saratamata Penama Province Public Works Department Generator Shed ELEVATIONS Scale Project Date Sheet Revision/Issue Project Name and Address Firm Name and Address No. Date