Gate DWG Detail for AutoCAD

GATE DETAIL WITH RAILINGS

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

bothways, footing of column, section on, bothways, sand, total sec of column, bothways, plan of dual column, notes, follow written dimensions only, relevant architecture drawing before, execution of work., cover to the main reinforecement shall, be as, footing:, column, of concrete shall be follows, footing:, column, length of bars in beams shall be dia, lappings at column beam joints, stripping time of formwork shall be, hours for column days for beam slab., construction joints must shall be made vertical., structural is permissible without, prior approval of designer., of beam includes depth of slab., slab, beam, beam:, slab, elevation of boundary wall, plan of boundary wall on, beam, detail at, hallow section, made out of dia solid cylinder, thk ms plate, angle as rail, axile bolt, ms plate hold fast, hallow section, roller, plate to be welded with axile of roller and screwed with support wall, detail at, wall, hallow section, gauge ms plate, hallow section, elevation of sliding gate, plan of sliding gate, sec of sliding gate, gauge ms plate, portion, contents, scale, sheet no., revision, date, boundary wall and gate detail, statement of areas gr fl area sft gr fl portico area sft ist fl area sft total sft

Raw text data extracted from CAD file:

1200 1200 150 150 300 #12@150C/C BOTHWAYS 54228836.73854976 54228836.73854976 FOOTING OF COLUMN SECTION ON 1-1 #12@150C/C BOTHWAYS 54228836.73854976 54228836.73854976 54228836.73854976 SAND PCC(1:4:8) 250.0 400.0000000000001 TOTAL 6#12 SEC OF COLUMN 250.0 400.0 #8@150C/C 250 400 250 400 \A1;11′-6″ \A1;11′-6″ \A1;1′ \A1;1′-6″ \A1;1′ \A1;1′ \A1;5′ \A1;6″ \A1;6″ \A1;1′-5″ \A1;6″ \A1;5′ \A1;6″ \A1;1′-3″ \A1;2″ \A1;6″ \A1;6″ \A1;1′-3″ \A1;2′-3″ \A1;6″ \A1;5′ \A1;6″ \A1;1′-3″ \A1;1′-3″ \A1;1′-3″ 10957.39630116843 10957.39630116843 10957.39630116843 10957.39630116843 \A1;GL \A1;#10@6″C/C BOTHWAYS \A1;#10@6″C/C BOTHWAYS 10957.39630116843 10957.39630116843 10957.39630116843 \A1;FOOTING PLAN OF DUAL COLUMN 10957.39630116843 \A1;4 \A1;4 \A1;SECTION ON 4-4 \A1;sand \A1;pcc(1:4:8) 10957.39630116843 10957.39630116843 10957.39630116843 10957.39630116843 10957.39630116843 10957.39630116843 10957.39630116843 #8@6″C/C \A1;TOTAL 8#12 \A1;COLUMN NOTES 1. FOLLOW WRITTEN DIMENSIONS ONLY 2.REFER RELEVANT ARCHITECTURE DRAWING BEFORE EXECUTION OF WORK. 3.CLEAR COVER TO THE MAIN REINFORECEMENT SHALL BE AS UNDER:- a) FOOTING: 50mm b) COLUMN : 40mm 4.MIX OF CONCRETE SHALL BE FOLLOWS :- a) FOOTING: M25 b) COLUMN : M25 5.DEVELOPMENT LENGTH OF BARS IN BEAMS SHALL BE 57 X DIA 7.AVOID LAPPINGS AT COLUMN & BEAM JOINTS 8.MINIMUM STRIPPING TIME OF FORMWORK SHALL BE 24 HOURS FOR COLUMN & 21 DAYS FOR BEAM & SLAB. 9.ALL CONSTRUCTION JOINTS MUST SHALL BE MADE VERTICAL. 10.NO STRUCTURAL DAMAGE/CUTTING IS PERMISSIBLE WITHOUT PRIOR APPROVAL OF DESIGNER. 6.DEPTH OF BEAM INCLUDES DEPTH OF SLAB. d) SLAB : 20MM c) BEAM : 30MM c) BEAM: M25 d) SLAB : M25 11084.73127535524 11084.73127535524 11084.73127535524 11084.73127535524 ELEVATION OF BOUNDARY WALL 11084.73127535524 59.97785433174067 5.767101377263316 PLAN OF BOUNDARY WALL ON 1-1 1 1 11084.73127535524 11084.73127535524 11084.73127535524 5 3#10 #8@6″C/C 3#10 11084.73127535524 11084.73127535524 BEAM B1 \A1;5′ \A1;6″ \A1;10″ \A1;2″ \A1;5″ \A1;6″ \A1;11″ DETAIL AT A \A1;50x50x6 m s hallow section \A1;roller made out of 3″x2″ dia m s solid cylinder \A1;10mm thk ms plate \A1;90x90x10 m s angle as rail \A1;16mm axile bolt \A1;6″x2″x6mm ms plate hold fast \A1;concrete \A1;50x50x6 m s hallow section \A1;nylon roller \A1;10mm plate to be welded with axile of roller and screwed with support wall 2.50568168945756 2.37863745215509 1.749999999996362 8654.668006192212 8654.668006192212 2.121765051182592 8654.668006192212 8654.668006192212 DETAIL AT B \A1;support wall \A1;2″ \A1;2″ \A1;3″ \A1;2″ 4.033333333336486 1.0 4.033333333340124 1.0 4.03333333332921 1.0 4.03333333332921 1.000000000003638 4.033333333332848 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.03333333332921 1.0 4.033333333332848 1.0 4.033333333336486 1.0 4.033333333332848 1.000000000003638 4.03333333332921 1.0 4.033333333332848 1.0 4.033333333336486 1.0 4.03333333331102 1.750000000014552 90.0 33.30000000002689 \A1;50x50x4.5 m s hallow section \A1;50x25x4.5 m s hallow section \A1;16 gauge ms plate \A1;16 gauge ms plate \A1;50x25x4.5 m s hallow section \A1;50x25x4.0 m s hallow section \A1;50x50x4.5 m s hallow section A B ELEVATION OF SLIDING GATE 4.033333333336486 1.0 4.033333333340124 1.0 4.03333333332921 1.0 4.03333333332921 1.000000000003638 4.033333333332848 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.03333333332921 1.0 4.033333333332848 1.0 4.033333333336486 1.0 4.033333333332848 1.000000000003638 4.03333333332921 1.0 4.033333333332848 1.0 4.033333333336486 1.0 4.03333333331102 1.750000000014552 PLAN OF SLIDING GATE SEC OF SLIDING GATE 5 5 \A1;lock 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 1.749999999962135 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 4.033333333336486 1.0 1.749999999994877 \A1;16 gauge ms plate \A1;16 gauge ms plate \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;2″ \A1;open portion \A1;support portion \A1;2′-9″ \A1;7′-6″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;4″ \A1;2″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;2″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;4″ \A1;1″ \A1;2″ CONTENTS C O N S U L T A N T SCALE SHEET NO. REVISION DATE DET-02 BOUNDARY WALL AND GATE DETAIL STATEMENT OF AREAS GR FL AREA 13939 SFT GR FL PORTICO AREA 273 SFT IST FL AREA 12547 SFT TOTAL 26759 SFT