Security Room DWG Detail for AutoCAD

SECURITY ROOM WITH CONSTRUCTION DETAILS AND STRUCTURES

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

over wall, over opening, cum chajja, col, total, bothways, level, plan of col footing, section of col footing, column, thk dpc, footing, beam rb, on each face, beam rb, of slope roof, detail, ms sq bar, ms flat, red granite top outside edge moulded, mortar with slope to outside, course by double plaster, band, detail of sill band, elevation, section on, plan of guard room sill, security, ceiling fan, trim tube, cfl lamp, switch board, reference, plan of guard room, vertified tile flooring, top, block flooring, security, contents, scale, sheet no., revision, date, detail of security shed., 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:

\A1;1′-6″ \A1;3″ \A1;3#10 \A1;8#@6″C/C \A1;3#10 \A1;LINTEL OVER WALL 5 5 \A1;3#12 \A1;8#@6″C/C \A1;3#12 \A1;LINTEL OVER OPENING 5 5 \A1;3#12 \A1;3#12 \A1;LINTEL CUM CHAJJA 5 5 \A1;3#8 4975.456397529836 4975.456397529836 \A1;10″ \A1;10″ 5 5 5 5 5 COL -8386.21974778745 -8386.21974778745 \A1;8#12 total \A1;#8@150c/c \A1;#8@150c/c bothways \A1;#8@6″c/c bothways \A1;sand \A1;pcc(1:4:8) 5 5 5 5 \A1;ground level PLAN OF COL FOOTING SECTION OF COL FOOTING 5 5 \A1;#8@150c/c \A1;TOTAL 8#12 COLUMN 5 375 375 600 200 150 150 75 1200 75 1200 75 75 10.0 14.99999999998545 19.99999999998545 25.0 6.0 6.000000000001819 6.999999999998181 9.0 9.0 24.0 \A1;SAND \A1;PCC(1:4:8) \A1;1″ THK DPC \A1;PL \A1;GL \A1;WALL FOOTING \A1;10″ \A1;1′-3″ \A1;1′-8″ \A1;2′-1″ \A1;6″ \A1;6″ \A1;7″ \A1;9″ \A1;9″ \A1;2′ \A1;3″ \A1;10″ \A1;2′-6″ \A1;1′-9″ \A1;10″ \A1;4″ \A1;4″ \A1;10″ \A1;4″ \A1;1′ \A1;#8@6″C/C \A1;#8@6″C/C 10058.59873736112 10058.59873736112 10058.59873736112 \A1;RING BEAM RB 10058.59873736112 10058.59873736112 10058.59873736112 10058.59873736112 10058.59873736112 \A1;3#12 on each face \A1;#8@6″c/c 10058.59873736112 10058.59873736112 \A1;RING BEAM RB \A1;DETAIL OF SLOPE ROOF \A1;5′ \A1;1′-6″ \A1;3′-6″ \A1;2P \A1;P \A1;2P \A1;P \A1;2P \A1;P \A1;2P \A1;P \A1;2P \A1;P \A1;2P \A1;P \A1;2P \A1;5′-6″ 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 10053.67514380564 \A1;GRILL DETAIL \A1;12MM MS SQ BAR \A1;19X5 MS FLAT \A1;lakha red granite top outside edge moulded \A1;cement mortar with slope to outside \A1;drip course by double plaster 1.999999999985448 11.00000000001455 18.0 \A1;rcc band DETAIL OF SILL BAND \A1;2″ \A1;11″ \A1;1′-6″ \A1;5′ \A1;5′ \A1;1′-6″ \A1;2′ \A1;1′-3″ \A1;1′-2″ \A1;2′-6″ \A1;5′-5″ \A1;1′-6″ \A1;5′-5″ \A1;1′-6″ \A1;1′-6″ \A1;1′-3″ \A1;2′-8″ \A1;2′-8″ \A1;3′ \A1;1′-6″ \A1;10″ \A1;6″ \A1;10″ \A1;6″ \A1;10″ \A1;6″ 7214.010202248215 7214.010202248215 7214.010202248215 24.0 23.99999999998545 24.0 ELEVATION SECTION ON R-R 7214.010202248215 63.00000000002547 5 5 7214.010202248215 7214.010202248215 7214.010202248215 96.00000000002728 7214.010202248215 7214.010202248215 7214.010202248215 7214.010202248215 PLAN OF GUARD ROOM (below sill level) PLAN OF GUARD ROOM (at sill level) \A1;GRILL \A1;STGZ-1 R R SECURITY 8’0″X8’0″ SECURITY 8’0″X8’0″ 5 7214.010202248215 7214.010202248215 7214.010202248215 7214.010202248215 7214.010202248215 10.0 7215.105152602147 CEILING FAN TRIM TUBE CFL LAMP SWITCH BOARD D B REFERENCE PLAN OF GUARD ROOM \A1;12″x12″ vertified tile flooring \A1;granite top \A1;PAVER BLOCK FLOORING SECURITY 8’0″X8’0″ SECURITY 8’0″X8’0″ \A1;2′ \A1;2′ \A1;5′-3″ \A1;10″ \A1;1′-3″ \A1;3″ \A1;2′ \A1;8′ \A1;1′-3″ CONTENTS C O N S U L T A N T SCALE SHEET NO. REVISION DATE DET-03 DETAIL OF SECURITY SHED. STATEMENT OF AREAS GR FL AREA 13939 SFT GR FL PORTICO AREA 273 SFT IST FL AREA 12547 SFT TOTAL 26759 SFT