Strengthening Ladder DWG Detail for AutoCAD

Details of a typical ladder reinforcement.

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

thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, f.f.l., waist slab thk, waist slab thk, floor beam, span, type ‘a’, type ‘c’, type ‘e’, type ‘a’, type ‘d’, waist slab, f.f.l., waist slab, mid landing beam beyond, typ, plinth beam, main reinf., alt. bent up, bars, first flight, second flight, no nosing bar, steps as per arch., ground level, detail, main steel of, main bar from, steps as per arch., waist slab, span, floor beam, floor beam, floor beam, span, first flight, second flight, third flight, first flight, second flight, third flight, floor beam, span, first flight, second flight, third flight, first flight, second flight, third flight, second flight, first flight, second flight, third flight, long. section of, first flight, second flight, section at, first flight, second flight, section at, staircase resting on beam, staircase resting on slab, staircase resting on beam, scale, staircase resting on slab, staircase resting on beam, staircase resting on slab, staircase resting on beam, staircase resting on slab, first flight, second flight, third flight, first flight, second flight, third flight, first flight, second flight, third flight, typical detail of nosing, staircase with folded landing slab, three flight stairs, staircase of in plan, staircase with winders, alt. bent up, waist slab thk, main flight, rising on midlanding beam, main flight, alt. bent up, alt. bent up, alt. bent up, alt. bent up, waist slab thk, waist slab thk, waist slab thk, waist slab thk, floor beam, waist slab thk, waist slab thk, floor beam, waist slab thk, floor beam, waist slab thk, floor beam, floor beam, waist slab thk, floor beam, floor beam, waist slab thk, waist slab thk, floor beam, alt. bent up, floor beam, brick wall, floor beam, ring form, floor beam, waist slab thk, main bars from, waist slab thk, main bars from, brick wall, main bars from, waist slab thk, brick wall, ring form, scale, floor slab

Raw text data extracted from CAD file:

\A1;500 \A1;500 \A1;600 \A1;500 \A1;175 \A1;75 \A1;500 \A1;450 \A1;650 \A1;450 \A1;450 \A1;450 \A1;600 \A1;450 \A1;450 \A1;150 \A1;150 \A1;150 THK \A1;750 \A1;450 \A1;450 \A1;300 \A1;300 \A1;640 \A1;640 \A1;600 \A1;500 \A1;165 \A1;THK \A1;750 \A1;500 \A1;500 \A1;500 \A1;165 THK \A1;165 \A1;165 THK \A1;165 \A1;L/4 \A1;1000 \A1;L \A1;L/5 \A1;1300 \A1;150 THK \A1;150 \A1;THK \A1;L1 \A1;450 \A1;450 \A1;450 \A1;600 \A1;180 THK \A1;600 \A1;450 \A1;L1/4 \A1;450 \A1;450 \A1;450 \A1;450 \A1;150 THK \A1;500 \A1;L1/4 \A1;450 \A1;450 \A1;450 \A1;450 \A1;450 \A1;500 \A1;175 \A1;500 \A1;500 \A1;175 \A1;650 \A1;200 THK \A1;650 \A1;450 \A1;150 \A1;L/4 \A1;600 \A1;150 \A1;THK \A1;450 \A1;150 \A1;THK \A1;L1/4 \A1;600 \A1;500 \A1;450 \A1;450 \A1;450 \A1;450 \A1;450 \A1;L1 \A1;L1 \A1;450 \A1;450 \A1;150 THK \A1;450 \A1;150 \A1;THK \A1;150 \A1;450 \A1;450 \A1;3200 \A1;450 \A1;200 THK \A1;L1 \A1;L1/4 \A1;L1 \A1;L1/4 \A1;650 \A1;450 \A1;450 \A1;4400 \A1;450 \A1;450 \A1;450 \A1;550 \A1;L1/4 \A1;L1 \A1;L1/4 \A1;L1 \A1;750 \A1;150 THK \A1;550 \A1;450 \A1;450 \A1;150 \A1;THK \A1;3600 \A1;450 \A1;450 \A1;450 \A1;550 \A1;150 \A1;THK \A1;150 THK \A1;150 \A1;THK \A1;150 THK \A1;150 THK \A1;200 THK \A1;200 THK \A1;200 THK \A1;L1/4 \A1;L1 \A1;600 \A1;L1 \A1;L1/4 \A1;450 \A1;180 \A1;THK \A1;450 \A1;450 \A1;450 \A1;180 \A1;THK \A1;180 \A1;THK \A1;600 F.F.L. #10@ 100± d6@ 125± WAIST SLAB 175 THK 5 <> PB #10@ 100± #8@ 200± #10@ 200± MB1 5 #10@ 100± #8@ 200± #10@ 100± WAIST SLAB 175 THK #10@ 100± d6@ 125± #10@ 200± #10@ 100± #8@ 200± #10@ 100± # 8@ 200± #10@ 100± #8@ 200± #10@ 100± #8@ 200± #10@ 100± # 8@ 200± 5 5 5 5 5 <> #10@ 200± 5 5 500 MB 5 5 FLOOR BEAM <> #12@100± 5 MB PB MB PB 5 <>\XTHK 5 MB #12@200± #8@200± #12@100± #12@100± #12@100± #8@200± #12@200± #12@100± #8@200± #12@200± #12@200± #12@100± #12@200± #12@100± #8@200± #12@200± #12@100± #12@100± #8@200± 4.4M SPAN #10@ 125± d6@ 125± <> <> #10@ 125± MB1 #10@ 110± d6@ 125± #10@ 220± <> <> <> <> <>\XTHK MB1 750 <> #10@ 125± d6@ 125± #10@ 250± TYPE ‘A’ TYPE ‘C’ TYPE ‘E’ <> TYPE ‘A’ <> #8@ 100± #8@ 150± d6@ 150± #8@ 100± #8@ 150± TYPE ‘D’ <> <> 640 <> #10@ 250± WAIST SLAB MB1 <> d6@ 125± #10@ 100± <>\XTHK #10@ 100± #10@ 200± F.F.L. <> d6@ 125± d6@ 125± <> <> <> d6@ 125± #10@ 100± d6@ 125± WAIST SLAB #10@ 100± #10@ 100± #10@ 100± <>\XTHK 5 <>\XTHK <> MID LANDING BEAM BEYOND #10@ 100± d6@ 125± TYP (2)#8 @ T&B X X X X MB1 PLINTH BEAM L/4 MAIN REINF. #10@ 200± ALT. BENT UP (2)#10 BARS d6@ 125± <> L L/5 FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) 1 NO #8 NOSING BAR <> <> 1300 d6@ 125± L/4 <> d6@ 125± MB1 #10@ 100± #10@ 100± #10@ 200± <>\XTHK STEPS AS PER ARCH. GROUND LEVEL P.C.C.-1:4:8 (REF. DETAIL ‘B’) TB1 (REF. DETAIL’B’) MAIN STEEL OF ST2 <>\XTHK <> #10 @100± #10 @100± MAIN BAR FROM ST1 <>\XTHK <>\XTHK STEPS AS PER ARCH. #10 @200± d6@ 125± L1/4 L1 WAIST SLAB WAIST SLAB MB <> #12@140± <> <> MB PB <> <> MB PB <>\XTHK <> MB #12@280± #8@215± #12@140± #12@140± #12@140± #8@215± #12@280± #12@140± #8@215± #12@280± #12@280± #12@140± #12@280± #12@140± #8@215± #12@280± #12@140± #8@215± 4.0M SPAN MB 450 L1/4 FLOOR BEAM <> #10@140± 450 450 FLOOR BEAM MB PB 5 MB PB 450 <>\XTHK 5 L1/4 MB FLOOR BEAM FLOOR BEAM #10@280± d6@125± #10@140± #10@140± #10@140± d6@125± #10@280± #10@140± d6@125± #10@280± #10@280± #10@140± #10@280± #10@280± 3.2M SPAN FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) MB 450 FLOOR BEAM 5 450 450 MB PB MB PB 5 MB #12@280± d6@125± #12@140± #12@140± #12@140± d6@125± #12@280± #12@280± #12@140± #12@280± #12@140± d6@125± #12@280± #12@140± #12@140± d6@125± #12@280± #12@140± 3.6M SPAN FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) THIRD FLIGHT (ST3) SECOND FLIGHT (ST2) FIRST FLIGHT (ST1) FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) LONG. SECTION OF MB1 FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) SECTION AT ‘X-X’ FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) SECTION AT ‘X-X’ STAIRCASE RESTING ON BEAM 1 STAIRCASE RESTING ON SLAB 2 STAIRCASE RESTING ON BEAM 3 SCALE 1:30 STAIRCASE RESTING ON SLAB 4 STAIRCASE RESTING ON BEAM 1 STAIRCASE RESTING ON SLAB 2 STAIRCASE RESTING ON BEAM 5 STAIRCASE RESTING ON SLAB 6 FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) FIRST FLIGHT (ST1) SECOND FLIGHT (ST2) THIRD FLIGHT (ST3) TYPICAL DETAIL OF NOSING 7 STAIRCASE WITH FOLDED LANDING SLAB 4 THREE FLIGHT STAIRS 3 STAIRCASE OF L-SHAPE IN PLAN 6 STAIRCASE WITH WINDERS 5 <> #12@280± #12@140± ALT. BENT UP <> WAIST SLAB 180 THK 5 #10@ 100± MAIN FLIGHT <> RISING ON MIDLANDING BEAM MAIN FLIGHT <> #10@ 220± L1 L1 5 5 #10@280± 150\XTHK 5 <>\XTHK #12@140± ALT. BENT UP 5 5 5 3200 5 #12@200± <>\XTHK L1 L1/4 L1 L1/4 5 #12@200± 5 5 #12@200± 4400 #12@140± ALT. BENT UP 5 #12@140± ALT. BENT UP 5 5 <> L1/4 L1 L1/4 L1 <> <>\XTHK #12@280± 5 #12@140± ALT. BENT UP #12@240± ALT. BENT UP #12@140± ALT. BENT UP 5 5 <>\XTHK 3600 <> #12@280± 5 5 5 WAIST SLAB 150 THK WAIST SLAB 150 THK <>\XTHK WAIST SLAB 150 THK WAIST SLAB 150 THK <>\XTHK #10@280± d6@125± #10@140± #10@280± WAIST SLAB 150 THK <>\XTHK d6@125± #10@140± #12@140± d6@125± #12@280± WAIST SLAB 150 THK FLOOR BEAM WAIST SLAB 150 THK <>\XTHK WAIST SLAB 150 THK FLOOR BEAM FLOOR BEAM <>\XTHK WAIST SLAB 200 THK FLOOR BEAM WAIST SLAB 200 THK WAIST SLAB 200 THK WAIST SLAB 200 THK FLOOR BEAM <>\XTHK FLOOR BEAM #8@ 200± <>\XTHK 200\XTHK WAIST SLAB 180 THK FLOOR BEAM L1/4 L1 5 FLOOR BEAM L1 L1/4 WAIST SLAB 180 THK 5 <>\XTHK 5 WAIST SLAB 150 THK FLOOR BEAM FLOOR BEAM 5 #12@140± ALT. BENT UP <> <>\XTHK <>\XTHK #12@140± #12@280± 5 FLOOR BEAM BRICK WALL FLOOR BEAM #8@ 150± RING FORM FLOOR BEAM WAIST SLAB 150 THK MAIN BARS FROM ST2 WAIST SLAB 150 THK MAIN BARS FROM ST3 MAIN BARS FROM ST1 BRICK WALL MAIN BARS FROM ST2 WAIST SLAB 150 THK BRICK WALL #8@ 150± RING FORM SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 SCALE 1:30 FLOOR SLAB