Detail Of Multistory Staircase DWG Plan for AutoCAD

Architectural plan and section of the staircase including chajjha of a multistory building.

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

handrail as per detail design, railing as per detail design, r.c.c slab as per str. design, r.c.c slab as per str. design, open terrace, landing, r.c.c beam as per design, r.c.c beam as per str. design, r.c.c beam as per str. design, glazing as per detail, store, chajja as per detail design

Raw text data extracted from CAD file:

\A1;11′-6″ \A1;10′-6″ \A1;10′-6″ \A1;3′-6″ \A1;7′-6″ \A1;7′ \A1;5′-9″ \A1;24′-9″ \A1;6′ \A1;10′-6″ \A1;8′-6″ \A1;4′-11″ \A1;6′-6″ \A1;6′-6″ \A1;6′-6″ \A1;3′ \A1;3′ \A1;6′-6″ \A1;5′ \A1;6′-6″ \A1;4′ \A1;6′-6″ \A1;4′ \A1;8′-6″ \A1;2′ \A1;9′-1\S1/2;” \A1;9′-1\S1/2;” \A1;10′-6″ \A1;5′ \A1;17′-3″ \A1;1′ \A1;6′-3″ \A1;9″ \A1;9″ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ \A1;6′ \A1;6′ \A1;17′-3″ \A1;1′ \A1;6′-3″ \A1;9″ \A1;9″ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ \A1;4′-6″ \A1;2′ \A1;10′-7\S1/2;” \A1;4\S1/2;” \A1;13′ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ \A1;1′ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ \A1;1′ \A1;9″ \A1;9″ \A1;10′-6″ \A1;9″ \A1;9″ \A1;5′ \A1;12′ \A1;9″ \A1;9″ \A1;12′ \A1;9″ \A1;6′-3″ \A1;1′ \A1;17′-3″ \A1;9″ \A1;7′ \A1;18′ \A1;26′ \A1;9″ \A1;9″ \A1;10′-6″ \A1;9″ \A1;9″ \A1;5′ \A1;7′ \A1;12′ \A1;7′ \A1;9″ \A1;12′ \A1;9″ \A1;1′-6″ \A1;10′-6″ \A1;1′-6″ \A1;12′ \A1;7′-6″ \A1;9″ \A1;10′-6″ \A1;9″ \A1;12′ \A1;1′-6″ \A1;10′-6″ \A1;1′-6″ \A1;3′ \A1;2′-9″ \A1;3′ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ \A1;9″ \A1;9″ \A1;10′-6″ \A1;9″ \A1;9″ \A1;5′ \A1;7′ \A1;12′ \A1;24′-9″ \A1;6′ \A1;10′-6″ \A1;11′-6″ \A1;10′-6″ \A1;10′-6″ \A1;1′ \A1;6′ \A1;17′-3″ \A1;26′ \A1;17′-3″ \A1;1′ \A1;6′-3″ \A1;9″ \A1;9″ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;3′ \A1;3′-6″ \A1;2′ \A1;7′-6″ \A1;7′ \A1;1′ \A1;1′ \A1;9″ \A1;9″ \A1;10′-6″ \A1;9″ \A1;9″ \A1;5′ \A1;12′ \A1;9″ \A1;6′ \A1;7′-6″ \A1;9″ \A1;10′-6″ \A1;9″ \A1;12′ \A1;1′-6″ \A1;10′-6″ \A1;1′-6″ \A1;8′-6″ \A1;4′-11″ \A1;6′-6″ \A1;6′-6″ \A1;6′-6″ \A1;4′-6″ \A1;2′ \A1;10′-7\S1/2;” \A1;4\S1/2;” \A1;13′ \A1;9″ \A1;12′ \A1;9″ \A1;6′-3″ \A1;1′ \A1;9″ \A1;7′ \A1;18′ \A1;3′ \A1;2′-9″ \A1;3′ \A1;7′ \A1;9″ \A1;12′ \A1;9″ \A1;1′-6″ \A1;10′-6″ \A1;1′-6″ \A1;12′ \A1;3′ \A1;6′-6″ \A1;5′ \A1;6′-6″ \A1;4′ \A1;6′-6″ \A1;4′ \A1;8′-6″ \A1;9′-1\S1/2;” \A1;9′-1\S1/2;” \A1;5′-9″ \A1;10′-6″ \A1;5′ \A1;17′-3″ \A1;1′ \A1;6′-3″ \A1;9″ \A1;9″ \A1;26′ \A1;1′ \A1;6′ \A1;1′ \A1;17′ \A1;1′ W7 +2′-0″ LVL. ±0′-0″ LVL. +12′-6″ LVL. +24′-0″ LVL. +34′-6″ LVL. +45′-0″ LVL. +53′-6″ LVL. 5 5 5 5 5 5 5 5 5 5 5 HANDRAIL AS PER DETAIL DESIGN RAILING AS PER DETAIL DESIGN R.C.C SLAB AS PER STR. DESIGN R.C.C SLAB AS PER STR. DESIGN R.C.C SLAB AS PER STR. DESIGN 5 5 5 5 5 5 5 5 5 5 5 OPEN TERRACE 5 5 5 1 3 5 7 9 11 13 15 17 19 21 22 24 26 28 30 32 34 36 38 40 42 44 45 47 49 51 53 55 57 59 61 63 65 66 68 70 72 74 76 78 80 82 84 86 R Q P 5 1 2′ 3 5 5 UP 5 5 5 5 5 5 5 5 5 5 5 5 PLAN AT LANDING LVL+9′-6″ 5 UP UP DN R Q P 1 2′ 3 DN UP R Q P 1 2′ 3 DN UP R Q P 1 2′ 3 5 5 5 5 5 5 5 5 5 5 5 5 \A1;STORE 10′-6″x10′-7 \S1/2;” 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A DN R Q P 2′ 3 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 +2′-0″ lvl. +9′-6″ lvl. +12′-6″ lvl. +19′-0″ lvl. LANDING LANDING 5 +24′-0″ lvl. 1 3 5 7 9 11 13 15 4 6 8 10 12 14 2 16 18 20 17 19 21 30 31 29 27 25 23 28 26 24 22 15 14 34 32 33 35 37 39 36 38 40 41 43 42 44 54 52 50 53 51 49 48 46 47 45 55 56 57 58 60 62 59 61 63 64 65 74 73 71 69 67 72 70 68 66 75 76 77 78 74 73 71 69 67 72 70 68 66 75 76 79 81 83 80 82 84 85 86 +30′-6″ lvl. LANDING +34′-6″ lvl. 41′-0″ lvl. LANDING +45′-0″ lvl. 41′-0″ lvl. LANDING PLAN AT LANDING LVL+19′-0″ 5 5 5 5 5 5 5 PLAN AT LANDING LVL+30′-6″ PLAN AT LANDING LVL+41′-0″ PLAN AT LANDING LVL+41′-0″ 5 5 5 5 5 5 5 5 STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ +9′-6″ lvl. +19′-0″ lvl. +30′-6″ lvl. +41′-0″ lvl. R.C.C BEAM AS PER DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN GLAZING AS PER DETAIL R.C.C SLAB AS PER STR. DESIGN 9″ THICK BRICK WALL \A1;4 \S1/2;”THICK BRICK WALL 9″THICK R.C.C WALL UP TO 3′-0″ HEIGHT 5 5 A A A A A A A A STORE 5 1 2′ 2 2 2 2 2 2 2 CHAJJA AS PER DETAIL DESIGN +2′-0″ LVL. ±0′-0″ LVL. +12′-6″ LVL. +24′-0″ LVL. +34′-6″ LVL. +45′-0″ LVL. +53′-6″ LVL. 5 5 5 5 5 5 5 5 5 5 5 HANDRAIL AS PER DETAIL DESIGN RAILING AS PER DETAIL DESIGN R.C.C SLAB AS PER STR. DESIGN R.C.C SLAB AS PER STR. DESIGN R.C.C SLAB AS PER STR. DESIGN 5 5 5 5 5 5 5 5 5 5 5 OPEN TERRACE 5 5 5 1 3 5 7 9 11 13 15 17 19 21 22 24 26 28 30 32 34 36 38 40 42 44 45 47 49 51 53 55 57 59 61 63 65 66 68 70 72 74 76 78 80 82 84 86 R Q P 5 15 13′ 13 5 5 UP 5 5 5 5 5 5 5 5 5 5 5 5 PLAN AT LANDING LVL+9′-6″ 5 UP UP DN R Q P 1 2′ 3 DN UP R Q P 1 2′ 3 DN UP R Q P 1 2′ 3 5 5 5 5 5 5 5 5 5 5 5 5 \A1;STORE 10′-6″x10′-7 \S1/2;” 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A DN R Q P 2′ 3 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 +2′-0″ lvl. +9′-6″ lvl. +12′-6″ lvl. +19′-0″ lvl. LANDING LANDING 5 +24′-0″ lvl. 1 3 5 7 9 11 13 15 4 6 8 10 12 14 2 16 18 20 17 19 21 30 31 29 27 25 23 28 26 24 22 15 14 34 32 33 35 37 39 36 38 40 41 43 42 44 54 52 50 53 51 49 48 46 47 45 55 56 57 58 60 62 59 61 63 64 65 74 73 71 69 67 72 70 68 66 75 76 77 78 74 73 71 69 67 72 70 68 66 75 76 79 81 83 80 82 84 85 86 +30′-6″ lvl. LANDING +34′-6″ lvl. 41′-0″ lvl. LANDING +45′-0″ lvl. 41′-0″ lvl. LANDING PLAN AT LANDING LVL+19′-0″ 5 5 5 5 5 5 5 PLAN AT LANDING LVL+30′-6″ PLAN AT LANDING LVL+41′-0″ PLAN AT LANDING LVL+41′-0″ 5 5 5 5 5 5 5 5 STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ STAIRCASE:- WIDTH= 5′-0″ TREAD=11″ RISER=6″ +9′-6″ lvl. +19′-0″ lvl. +30′-6″ lvl. +41′-0″ lvl. R.C.C BEAM AS PER DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN R.C.C BEAM AS PER STR. DESIGN GLAZING AS PER DETAIL R.C.C SLAB AS PER STR. DESIGN 9″ THICK BRICK WALL \A1;4 \S1/2;”THICK BRICK WALL 9″THICK R.C.C WALL UP TO 3′-0″ HEIGHT 5 5 A A A A A A A A STORE 5 1 2′ 2 2 14 2 2 2 2 CHAJJA AS PER DETAIL DESIGN