Entry Door, Glass Inserts DWG Block for AutoCAD

Door framed with glass slit.

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

typ. section of footing, provide extra cover to column below ground, pedestal, c of footing, c of footing, room, veranda, open space, longitudinal, schedule of column reinforcement, column, sr.no., section, reinforcement, ties, shape of stirrups, schedule of slab, typical l – section of beams, e.a.e. – bars extra at ends e.a.m.s.- bars extra at mid span section a-a- at mid span section b-b- at ends, bars e.a.e, bottom bars e.a.m.s., aggersain chowk, barnala, l x b, floor beam, tie spacing detail, dimensions, footing schedule, footing mark, remarks, foundation details, front elevation, teak frame, teak ply, glass, ar. vanisha bansal, steel strip, art glass

Raw text data extracted from CAD file:

\A1;4′-3″ \A1;6′ \A1;5′-3″ \A1;4′-3″ \A1;6′ \A1;5′-3″ \A1;4′-3″ \A1;6′ \A1;5′-3″ \A1;4′-0″ \A1;L X B \A1;6″ \A1;d \A1;D \A1;12″ \A1;3″ \A1;3″ \A1;3″ \A1;3″ \A1;2″ \A1;RL \A1;RB \A1;3″ \A1;3″ \A1;B \A1;L \A1;3″ \A1;3″ -403.6639363865938 PEDESTAL 9″ DEEP -403.6639363865938 TYP. SECTION OF FOOTING -403.6639363865938 -403.6639363865938 -403.6639363865938 -403.6639363865938 -403.6639363865938 -403.6639363865938 RB P.C.C. 1:6:12 -403.6639363865938 PROVIDE EXTRA COVER TO COLUMN BELOW GROUND COL. BARS AS / DETAIL NGL/BFL -403.6639363865938 -403.6639363865938 PEDESTAL -403.6639363865938 -403.6639363865938 X -403.6639363865938 -403.6639363865938 X C OF FOOTING TYP. FOOTING PLAN ( WITH PEDESTAL )\L L # 12 mm PEDESTAL BARS PEDESTAL TIES # 8 @ 5″ C/C C OF FOOTING -403.6639363865938 L -403.6639363865938 -403.6639363865938 -403.6639363865938 12′-9″ 6″ 6″ 2′-6″ 5′-6″ 4′-9″ 1′-3″ 1′-0″ 2′-6″ 2′-11″ 4″ 1′-2″ 1′-6″ 2′-0″ 5′-9″ 4′-9″ 2′-9″ 1′-0″ 1′-0″ 17′-6″ 1′-0″ 1′-2″ 2′-11″ 6″ 6″ 4′-6″ 3′-6″ 2′-6″ 1′-0″ 1′-8″ 1′-8″ 1′-8″ <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> LVL +6″ LVL +12″ LVL +6″ LVL +12″ \A1;19′-6″ \A1;19′-6″ \A1;9″ \A1;9″ \A1;5′-6″ \A1;7′ \A1;22′ \A1;9″ \A1;5′-3″ \A1;9″ \A1;14′-11″ \A1;17′ \A1;9″ \A1;5′-9″ \A1;9″ \A1;3′-3″ \A1;9″ \A1;3′-3″ \A1;5′-6″ \A1;9″ \A1;5′-6″ \A1;26′-6″ \A1;9″ \A1;5′-8″ \A1;9″ \A1;8′-6″ \A1;9″ \A1;9″ \A1;4′-11″ \A1;4′-3″ \A1;6′ \A1;5′-3″ \A1;4′-3″ \A1;6′ \A1;5′-3″ \A1;4′-3″ \A1;6′ \A1;5′-3″ \A1;12″ \A1;9″ \A1;12″ d \A1;8″ \A1;5″ \A1;3″ \A1;9″ \A1;L/4 \A1;L/5 \A1;L/4 \A1;L/5 \A1;8′ \A1;2′-6″ \A1;9″ \A1;3′-3″ \A1;5′-6″ \A1;14′-6″ \A1;2′-6″ \A1;1′-6″ \A1;9″ \A1;5′-9″ \A1;9″ \A1;3′-3″ \A1;9″ \A1;5′-6″ \A1;26′-6″ \A1;3′-6″ \A1;1′-6″ \A1;2′-6″ \A1;7′ \A1;4′-0″ \A1;L X B \A1;7\S3/16;” \A1;9″ \A1;15″ \A1;12″ \A1;3\S5/8;” \A1;3\S5/8;” \A1;3″ \A1;3″ \A1;2\S3/8;” \A1;RL \A1;RB \A1;3\S5/8;” \A1;3\S5/8;” \A1;4′ \A1;4′ \A1;3\S5/8;” \A1;3\S5/8;” \A1;z \A1;h \A1;z \A1;h \A1;h \A1;H-2h \A1;H \A1;h \A1;H \A1;H-2h \A1;9″ \A1;9″ \A1;19′-6″ \A1;9″ \A1;14′-11″ \A1;9″ \A1;3′-3″ \A1;5′-6″ \A1;19′-6″ \A1;9″ \A1;9″ \A1;5′-6″ \A1;7′ \A1;22′ \A1;9″ \A1;5′-3″ \A1;17′ \A1;9″ \A1;5′-9″ \A1;9″ \A1;3′-3″ \A1;9″ \A1;5′-6″ \A1;26′-6″ \A1;9″ \A1;5′-8″ \A1;9″ \A1;8′-6″ \A1;9″ \A1;9″ \A1;4′-11″ \A1;2′-3″ \A1;13′-5″ \A1;1′-6″ \A1;7′-3″ \A1;7′-3″ \A1;2′-3″ \A1;19′-6″ \A1;8′-6″ \A1;2′-3″ \A1;7′-3″ \A1;7′ \A1;22′ \A1;3′-9″ \A1;2′-3″ \A1;17′ \A1;2′-3″ \A1;4′-3″ \A1;2′-3″ \A1;4′-3″ \A1;26′-6″ \A1;2′-3″ \A1;2′-8″ \A1;7′ \A1;2′-3″ \A1;2′ \A1;3′-9″ \A1;2′ \A1;2′-3″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP Room Veranda 10′ X 14′-11″ Room 8′-9″ X 8′-6″ Open Space 8′ X 6′-5″ 5 5 5 5 5 5 5 Room 5′-9″ X 5′-3″ P.C.C. 1:6:12 9″ Brick Wall LVL= -34′ 8″ 5 5 5 LVL= -34′ 8″ 5 5 5 LVL= -34′ 8″ 5 5 5 LVL= -34′ 8″ LONGITUDINAL 2- # 12 (7 , 8) 6 – # 16 (1 TO 6) SCHEDULE OF COLUMN REINFORCEMENT 12″ C 2 2 C 1 1 5 COLUMN SR.NO. SECTION # 8 @ 5″ C/C \A1;# 8 @ 7\S1#2; ” C/C REINFORCEMENT IN ( h & z ) IN ( H – 2h) TIES + SHAPE OF STIRRUPS 6 No. – # 16 mm # 8 @ 6″ C/C # 8 @ 9 ” C/C 12″ d SCHEDULE OF SLAB REINFORCEMENT a # 8 mm @ 12″ c/c b # 10 mm @ 12″ c/c c # 10 mm @ 12″ c/c ( T ) d # 8 mm @ 8″ c/c e # 10 mm @ 12″ c/c f # 10 mm @ 12″ c/c g # 10 mm @ 12″ c/c ( T ) h # 12 mm @ 12″ c/c ( T ) i # 8 mm @ 14″ c/c J # 8 mm @ 14″ c/c k # 8 mm @ 14″ c/c 5 <> BEAM 112 Bottom : 4 No # 12 mm Top : 3 No. # 12 mm Rings : 2L #8 mm @ 6″c/c 5 9″ L/4 L/5 TYPICAL L – SECTION OF BEAMS L/4 L/5 E.A.E. – Bars Extra At ends E.A.M.S.- Bars Extra At Mid Span Section A-A- At Mid Span Section B-B- At Ends B B A A Bars E.A.E Bottom Bars E.A.M.S. Bansal Architects & Developers Aggersain Chowk, Barnala 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4′-0″ PEDESTAL 9″ DEEP L X B TYP. SECTION OF FOOTING 5 9″ 15″ 12″ 5 5 RB P.C.C. 1:6:12 3″ PROVIDE EXTRA COVER TO COLUMN BELOW GROUND COL. BARS AS / DETAIL NGL/BFL 3″ 5 PEDESTAL RL RB X 5 5 X C OF FOOTING TYP. FOOTING PLAN ( WITH PEDESTAL )\L L # 12 mm PEDESTAL BARS PEDESTAL TIES # 8 @ 5″ C/C C OF FOOTING 4′ L 4′ <> 5 z FLOOR BEAM h 0.2 H 0.2 H FLOOR BEAM z 0.2 H h h H-2h H 0.2 H h TIE SPACING DETAIL H H-2h # 12 @ 6″ C/C # 12 @ 6″ C/C 15″ # 10 @ 5″ C/C # 10 @ 5″ C/C 12″ # 10 @ 5″ C/C # 10 @ 5″ C/C 9″ 6′-0″ REINF. SPACING ( IN INCH ) DIMENSIONS FOOTING SCHEDULE FOOTING MARK B F 1 4′-6″ F 3 6′-0″ F 2 6′-0″ L d RL REMARKS RB 6′-0″ 4′-6″ 9″ 3 4 1 2 9″ SECTION SR.NO. COLUMN TIES LONGITUDINAL IN (h&z) REINFORCEMENT IN (H-2h) SHAPE OF STIRRUPS C 1 1 TO 4 # 16mm # 8 @ 5″ C/C # 8 @ 8″ C/C 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP Room Veranda 10′ X 14′-11″ Room 8′-9″ X 8′-6″ Open Space 8′ X 6′-5″ 5 5 5 5 5 5 5 Room 5′-9″ X 5′-3″ Bansal Architects & Developers Aggersain Chowk, Barnala 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Room Veranda 10′ X 14′-11″ Room 8′-9″ X 8′-6″ Open Space 8′ X 6′-5″ 5 5 5 5 2′ 5 Room 5′-9″ X 5′-3″ 2′ 5 Foundation Details Bansal Architects & Builders Aggersain Chowk, Barnala # 10 @ 6″ C/C # 10 @ 6″ C/C 22.5″ 18″ 9″ Plinth Beam # 12 1 to 4 # 8 @ 6″ C/C NGL/BFL 2″ Plinth Protection Foundation Details Bansal Architects & Builders Aggersain Chowk, Barnala Bansal Architects & Developers Aggersain Chowk, Barnala Front Elevation \A1;5\S1/2;” \A1;2′-10″ \A1;4″ \A1;5″ \A1;5″ \A1;5″ \A1;5\S1/2;” \A1;4″ \A1;4″ \A1;8\S1/2;” \A1;5″ \A1;5″ \A1;5″ \A1;5″ \A1;2′ \A1;1′ \A1;5″ \A1;6\S1/2;” \A1;6″ \A1;1′-3″ \A1;2′-10″ \A1;7′-2″ \A1;4\S1/2;” \A1;7\S1/2;” \A1;10″ \A1;7\S1/2;” \A1;4\S1/2;” \A1;4′ LVL= -34′ 8″ 5 5 5 LVL= -34′ 8″ 5 5 5 LVL= -34′ 8″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Teak Frame Teak Ply Glass Teak Ply Ar. Vanisha Bansal Steel Strip Art Glass 5 5 5 5 5 5 5 5