Stairs – Details DWG Section for AutoCAD

Here we have a section through a two – ramp staircase; with reinforcements

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

If your, If your, If your, If your, Section, Scara, Plan cofrare si armare scari, Parter etaj etaj mansard, Scara, their, Jos, their, their, Jos, their, Jos, their, Jos, Jos, Jos, their, their, Jos, their, Jos, their, their, Jos, their, their, If your, If your, Rep., If your, Rep., Jos, If your, Rep., If your, Rep., Jos, If your, Rep., If your, Rep., If your, Rep., Rep., If your, If your, Rep., If your, Rep., Bordaj, Bordaj, Beton, Otel: pc

Raw text data extracted from CAD file:

\A1;293.9 \A1;195 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;130 \A1;15.8 \A1;215 \A1;25 \A1;25 \A1;105 \A1;15 \A1;15 \A1;30 \A1;13 \A1;13 \A1;13 \A1;40(25) \A1;20 \A1;repd6/20cm \A1;jos \A1;repd6/20cm \A1;sus \A1;repd6/20cm \A1;sus \A1;repd6/20cm \A1;jos si sus \A1;repd6/20cm \A1;jos si sus \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;30 \A1;15.8 \A1;185 \A1;15.8 \A1;160 \A1;25 \A1;40(25) \A1;20 \A1;15 \A1;15 \A1;30 \A1;25 \A1;105.6 \A1;298.3 \A1;repd6/20cm \A1;jos \A1;195 \A1;repd6/20cm \A1;jos si sus \A1;repd6/20cm \A1;jos si sus \A1;25 \A1;120 \A1;65 \A1;120 \A1;25 \A1;25 \A1;305 \A1;25 \A1;50 \A1;25 \A1;305 \A1;25 \A1;355 \A1;355 \A1;40 \A1;40 \A1;195 \A1;260 \A1;105 \A1;25 \A1;25 \A1;25 \A1;195 \A1;260 \A1;105 \A1;25 \A1;25 \A1;305 \A1;25 \A1;25 \A1;485 \A1;25 \A1;15 \A1;173 \A1;25 \A1;485 \A1;25 \A1;15 \A1;173 \A1;75 \A1;75 \A1;50 \A1;10 SECTIUNE 2-2 SECTIUNE 1-1 SCARA 1/50 SCARA 1/50 PLAN COFRARE SI ARMARE SCARI PARTER – ETAJ 1 – ETAJ 2 – MANSARDA SCARA 1/50 12 12 44 150 266 287 81 17 17 17 45 320 04 7d10, PC52, L=7.50m 01 6d10, PC52, L=4.20m 02 7d10, PC52, L=2.35m 05 6d10, PC52, L=3.95m 03 7d10, PC52, L=4.10m 305 331 63 107 10 10 106 sus jos sus 10 sus sus jos sus sus jos sus jos jos 09 7d10, PC52, L=4.10m jos 44 jos sus 310 117 256 17 17 08 7d10, PC52, L=2.40m 06 6d10, PC52, L=4.30m sus jos sus jos 10 80 sus 305 10 7d10, PC52, L=7.50m 341 67 10 10 sus 151 jos 128 sus 106 sus 07 6d10, PC52, L=2.30m 45 12 12 12 KZ-03 35×20 1 C B 4 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 5 5 5 40(25) 5 KZ – 02 KZ – 01 repd6/20cm\Xjos repd6/20cm\Xsus repd6/20cm\Xsus repd6/20cm\Xjos si sus repd6/20cm\Xjos si sus KZ – 03 +2.80 +2.60 +2.35 +1.38 +1.08 +1.23 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 40(25) 5 5 5 5 5 5 5 repd6/20cm\Xjos 5 repd6/20cm\Xjos si sus repd6/20cm\Xjos si sus KZ – 02 KZ – 03 KZ – 01 -0.05 -0.25 -0.65 +1.38 +1.23 +1.08 7x 04 /jos 6x 01 /jos 7x 02 /sus rep. d6/20cm jos si sus rep. d6/20cm jos 7x 04 /jos 6x 01 /jos jos si sus rep. d6/20cm 7x 04 /jos 6x 01 /jos 7x 03 /sus 6x 05 /sus jos si sus rep. d6/20cm jos jos si sus rep. d6/20cm rep. d6/20cm 7x 08 /sus 6x 06 /jos 7x 10 /jos 7x 09 /sus 6x 06 /jos 7x 10 /jos 6x 07 /sus 6x 06 /jos 7x 10 /jos jos si sus rep. d6/20cm 6x 05 /sus 7x 04 /sus 7x 03 /jos 7x 09 /jos 7x 10 /sus jos si sus rep. d6/20cm 4x 12 /sus 4x 12 /jos rep. d6/20cm jos si sus KZ-02 35×20 KZ-01 25×30 6x 07 /sus 7x 10 /sus 7x 08 /jos jos si sus rep. d6/20cm 4x 11 /sus 4x 11 /jos 7x 02 /jos 7x 04 /sus jos si sus rep. d6/20cm 12 126 12 11 4d8, PC52, L=1.50m 11 4d8, PC52, L=1.50m 126 12 12 12 4d8, PC52, L=3.20m 17 286 17 12 4d8, PC52, L=3.20m 286 17 17 2 2 1 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 5 5 5 5 5 5 5 5 5 5 5 5 5 hp=20cm hp=13cm hp=13cm hp=15cm 5 G 11 25×60(25×45) G 25 25×60 G 27 25×60 14 4d12, PC52, L=1.70m – bordaj 15 4d12, PC52, L=1.70m – bordaj 40 130 30 2x2d12, PC52, L=0.70m – bordaj 30 30 30 10 BETON B 250 (C16/20) OTEL: PC 52