Metal Gate DWG Section for AutoCAD

Details gate; Board Design Strip metal door in the floor / asphalt detail gate connecting concrete detail by galvanized steel plate fixation of the plate to the wall section door. Details cap hinge detailing bridge railing height

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

metal plate strip, tarmac, mass concrete, detail of plate fixed to wall, rawl bolt, detail of connection of gate to r.c. column, rawl bolt, conc. col., galv. pin, mild steel cylindrical bracket, detail z, welded to plate, slotted hasp welded to bolt, m.s plate, notes:, galv. steel plate, detail of connection of, m.s. plate and dropped in, detail z., welded to bolt, slotted hasp, m.s brackets, internal, plan, elevation, tarmac level, new blockwall with fencing, existing blockwall, with fencing above, gate to r.c. column, gate stopper detail, section x-x, to slope,unless otherwise specified, on each flap, poudriere street, drain, new blockwall with railing above, pedestrian access to be constructed under rda supervision, kerb to be consructed under r.d.a supervision, gate stopper refer to detail, section y-y, detail w, bridge railing, r.c coping, ms hook to shape, metal handrail, new gate, new blockwall with fencing above, existing blockwall with fencing above, solid metal bars, detail y, using chamfered timber section while, hinge detail

Raw text data extracted from CAD file:

\A1;150 \A1;50 \A1;50 \A1;50 \A1;250 \A1;180 \A1;156 \A1;35 \A1;110 \A1;35 \A1;26.9 \A1;10 \A1;35 \A1;50 \A1;35 \A1;115 \A1;8500 \A1;400 \A1;1100 \A1;400 \A1;6200 \A1;400 \A1;3100 \A1;3100 \A1;400 \A1;600 \A1;100 \A1;200 \A1;200 \A1;100 \A1;240 \A1;460 \A1;290 \A1;80 \A1;30 \A1;2500 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;75 \A1;100 \A1;2800 \A1;125 \A1;400 \A1;400 \A1;700 \A1;4500 \A1;700 \A1;700 \A1;460 \A1;400 \A1;4500 \A1;700 \A1;Existing Fencing \A1;New Construction \A1;Existing Fencing \A1;100 \A1;100 \A1;100 \A1;100 \A1;13 \A1;25 \A1;12 \A1;24 \A1;12 \A1;12 \A1;12 \A1;13 \A1;1400 \A1;480 \A1;75 \A1;50 \A1;395 \A1;160 \A1;150 \A1;50 \A1;480 \A1;480 \A1;10 \A1;600 \A1;10 \A1;605 \A1;10 \A1;90 \A1;135 \A1;105 \A1;50 \A1;240 \A1;156 \A1;35 \A1;110 \A1;150 \A1;50 \A1;50 \A1;50 \A1;26.9 \A1;10 \A1;50 \A1;35 \A1;35 \A1;180 \A1;115 \A1;250 \A1;35 \A1;180 \A1;250 \A1;2800 \A1;100 \A1;2500 \A1;400 \A1;100 \A1;400 \A1;400 \A1;400 \A1;100 \A1;100 \A1;400 \A1;400 \A1;200 \A1;100 \A1;100 \A1;200 \A1;125 \A1;75 \A1;600 \A1;35 \A1;110 \A1;35 \A1;35 \A1;35 \A1;50 \A1;10 \A1;26.9 \A1;115 \A1;50 \A1;50 \A1;50 \A1;150 \A1;156 50 5 METAL PLATE STRIP Tarmac 5 12 mm Thk. Metal plate 20 mm O x 150 mm long Iron bar with Mass concrete fishtail ends welded to plate at 600 mm c/c. 50 5 DETAIL OF PLATE FIXED TO WALL rawl bolt Galv. Steel plate. Grade 43 180x156x10 mm Thk. 2×2 M12 Galv. 5 5 1.87 Kg/m C.H.S. 26.9×3.2mm Thk. DETAIL OF CONNECTION OF GATE TO R.C. COLUMN Grade 43 welded to 80 x 40 Galv. SHS 50x50x10 mm THK. Galv. Steel plate Galv. SHS 80x40x3.2 5 110 5 Rawl Bolt CONC. COL. 2×2 M12 Galv. Grade 43 Galv. Steel plate 6 mm Thk. 5 10 5 5 19 mm d Galv. pin 5 Galv. Steel plate, Grade 43 Mild steel cylindrical bracket 180x156x10 mm Thk. 6mm thick welded to plate 5 DETAIL OF LOCK AND ROLLERS (INTERNAL) DETAIL Z welded to plate 75 mm d x 38 mm Roller with chamfered edges fixed to 50 x 10 fork welded to frame on adapted rail M.S. plate and dropped in 20mm d galvanised sleeves Drop bolts 16 mm d welded on 300x37x6 mm thick 6 mm thick M.S brackets Slotted Hasp welded to bolt 200 x 100 x 5 mm thk. M.S Plate ONE COAT UNDER COAT EMULSION + 2 COATS EMULSION BASED PAINT. 4. ALL METAL ELEMENTS TO BE HOT-DIPPED GALVANISED AFTER MANUFACTURE BEFORE FIXING; PRIMED AND PAINTED 2 COATS GLASS ENAMEL 1. ALL STEEL MEMBERS TO BE HOT DIPPED GALVANISED TO 85 MICRONS 3. ALL BLOCKWORK & R.C. WORKS TO BE RENDERED AND PAINTED 2. ALL WELDS TO BE CONTINUOUS FILLET 5mm Notes: 180 x 156 x 10 mm Thk. Galv. pin 19 mm d Grade 43 Galv. Steel plate 6 mm Thk. Grade 43 Galv. Steel plate DETAIL OF CONNECTION OF M.S. plate and dropped in DETAIL Z. 20 mm d galv. sleeves welded to plate fixed to 50 x 10 fork welded to frame 75 mm d x 38 mm Roller with chamfered edges (INTERNAL) fishtail ends welded to plate at 600 mm c/c. 5 200 x 100 x 5 mm thk. Mass concrete METAL PLATE STRIP 5 Welded on 300 x 37 x 6 mm thk. Drop bolts 16 mm d Welded to Bolt Slotted Hasp M.S Brackets 6 mm thk. M.S Plate CONC. COL. 2 x 2 M12 Galv. Rawl Bolt 5 5 12 mm Thk. Metal plate 5 Tarmac 50 5 50 20 mm O x 150 mm long Iron bar with Galv. Steel plate 6 mm thick welded to plate Galv. SHS 75 x 50 x 3.2 26.9 10 5 5 5 5 5 DETAIL OF PLATE FIXED TO WALL 50 x 50 x 10 mm THK. Galv. Steel plate Grade 43 welded to 75 x 50 Galv. SHS Mild steel cylindrical bracket 2 x 2 M12 Galv. Rawl Bolt Grade 43 5 C.H.S. 26.9 x 3.2 mm Thk. 1.87 Kg/m 180 x 156 x 10 mm Thk. 8500.0 Internal 400.0 1100.0 400.0 6200.0 400.0 3100.0 3100.0 50 x 12 mm Thk. Metal plate strip (see detail) 400.0 PLAN ELEVATION Tarmac Level New blockwall with fencing Existing blockwall R.C Col 400×400 PLAN ELEVATION above (identical to existing) with fencing above GATE TO R.C. COLUMN 600.0 5 5 5 5 Z 240 460.0 290 GATE STOPPER DETAIL 80 5 6x55x55MS angle SECTION X-X 5. ALL EXTERNAL HORIZONTAL CONCRETE SURFACES TO BE MADE TO SLOPE,UNLESS OTHERWISE SPECIFIED 6. ALL STEEL SECTIONS DIMENSIONS TO BE CONFIRMED AS PER STRUCTURAL DRAWING 2500.0 400.0 400.0000000000073 400.0 400.0 400.0 400.0000000000073 75.0 5 2799.999999999993 5 on each flap 3 no. Solid Metal Hinge Galv. SHS 27mmd 150c/c Hollow tube Tarmac Level 100x25mm thk Timber panel to Architect’s approval Galv. SHS 75 x 50 x 3.2 Grade 43 Col 400×400 Groove 10x20mm to be made using chamfered timber section while plastering 2nd layer 399.9999999999964 400.0 POUDRIERE STREET Drain New Blockwall with railing above ( Blockwall to be constructed under RDA supervision. Railing to be carried out in this contract) Pedestrian access to be constructed under RDA supervision 699.9999999999927 5 5 Kerb to be consructed under R.D.A supervision Drain 699.9999999999927 460.0 400.0 5 5 Gate stopper refer to detail 5 5 X X Treated Timber frame 100x37mm thk Treated Timber frame 100x37mm thk Y Y SECTION Y-Y DETAIL W BRIDGE RAILING 150mm thk blockwall with painting at joints R.C coping Galv. R.H.S 75 x 50 x 3.2 MS Hook to shape 5 99.99999999999636 100.0000000000036 100.0000000000291 100.0 W Treated Timber frame 100x37mm thk to Architect’s approval Grade 43 Galv. R.H.S 75 x 50 x 3.2 5 Treated Timber frame 100x25mm thk 25 12 24 12 12 Grade 43 12 13 Galv. SHS 75 x 50 x 3.2 Treated Timber frame 100x37mm thk Metal Handrail 5 479.9999999999927 5 50 5 5 New gate R.C Col 400×400 R.C Col 400×400 New blockwall with fencing above (identical to existing) Existing blockwall with fencing above Solid metal bars 27mmd 150c/c 150 50 5 5 10 5 10 605 10 90 5 105 50 5 50x6x10mm M.S bar 17x4mm M.S 13mm wide jointing 150mm blockwall with Col 400×400 5 DETAIL Y PLAN ONE COAT UNDER COAT EMULSION + 2 COATS EMULSION BASED PAINT. 6. ALL STEEL SECTIONS DIMENSIONS TO BE CONFIRMED AS PER STRUCTURAL DRAWING 5. ALL EXTERNAL HORIZONTAL CONCRETE SURFACES TO BE MADE BEFORE FIXING; PRIMED AND PAINTED 2 COATS GLASS ENAMEL 4. ALL METAL ELEMENTS TO BE HOT-DIPPED GALVANISED AFTER MANUFACTURE TO SLOPE,UNLESS OTHERWISE SPECIFIED ELEVATION Groove 10x20mm to be made using chamfered timber section while METAL PLATE STRIP 5 plastering 2nd layer Tarmac 2799.999999999993 5 2500.0 400.0 5 Col 400×400 400.0 Tarmac Level 400.0 400.0000000000073 5 Col 400×400 5 400.0 400.0000000000073 3. ALL BLOCKWORK & R.C. WORKS TO BE RENDERED AND PAINTED 1. ALL STEEL MEMBERS TO BE HOT DIPPED GALVANISED TO 85 MICRONS 2. ALL WELDS TO BE CONTINUOUS FILLET 5mm Notes: 100x25mm thk Timber panel to Architect’s approval 5 5 5 5 5 75.0 600.0 HINGE DETAIL Galv. SHS 75 x 50 x 3.2 Grade 43 Welded on 300 x 37 x 6 mm thk. 75 mm d x 38 mm Roller with chamfered edges 20 mm d galv. sleeves welded to plate M.S. plate and dropped in (INTERNAL) fixed to 50 x 10 fork welded to frame DETAIL Z. 20 mm O x 150 mm long Iron bar with 12 mm Thk. Metal plate Mass concrete fishtail ends welded to plate at 600 mm c/c. 6 mm thk. M.S Brackets Slotted Hasp Welded to Bolt Drop bolts 16 mm d on each flap 3 no. Solid Metal Hinge GATE TO R.C. COLUMN DETAIL OF CONNECTION OF DETAIL OF PLATE FIXED TO WALL 6 mm thick welded to plate 5 5 5 2 x 2 M12 Galv. Rawl Bolt Galv. SHS 27mmd 150c/c Hollow tube Tarmac Level 5 5 5 10 5 CONC. COL. Grade 43 Galv. Steel plate 6 mm Thk. 2 x 2 M12 Galv. Rawl Bolt Mild steel cylindrical bracket 5 Galv. Steel plate Grade 43 19 mm d Galv. pin 180 x 156 x 10 mm Thk. Galv. SHS 50 x 50 x 3.2 Grade 43 welded to 50 x 50 Galv. SHS 50 x 50 x 10 mm THK. Galv. Steel plate 50 50 5 5 M.S Plate 200 x 100 x 5 mm thk. C.H.S. 26.9 x 3.2 mm Thk. 5 180 x 156 x 10 mm Thk. 1.87 Kg/m Grade 43 Galv. Steel plate