Stair Detail DWG Section for AutoCAD

Construction detail ladder stairs two sections .

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

Splices, Overcoming, Foundation, rest, rest, rest, rest, Beam beam, Splicing overlaps, Colum, Beams, Slabs, They will not be allowed, Stirrups, Rmax, Same section, Armor in one, Of the, No more splicing, Central third, Will be located in the, The splices, The column support, Beam each side of, Slab light, A length of, Superior in, Reinforcement joints, Columns, Slabs beams, concrete, Wall, Stairway detail, Esc, beam, filler, beam, first stretch, Third tranche, beam, beam, Second tranche, beam, beam, column, Joist delivery, Standard hook detail

Raw text data extracted from CAD file:

\A1;.20 \A1;.10 \A1;4 A .10 \A1;.15 \A1;.10 \A1;.20 \A1;.30 \A1;.10 \A1;.15 \A1;4 A .10 \A1;.30 \A1;COLUMNA \A1;SEGUN EMPALMES \A1;4 A .10 \A1;.15 \A1;7 A .10 \A1;.15 \A1;COLUMNA \A1;.10 \A1;.10 \A1;3 A .25 \A1;0.30 \A1;0.30 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 SOBRECIMIENTO CIMIENTO 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 64.03210028904832 64.03210028904832 63.91851455129047 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 63.89988387283425 63.89988387283425 64.03210028904832 12.5 10.0 6.5 a(cm.) 1/4″ 3/8″ 1/2″ d 2.5 2.0 1.3 r(cm.) \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r -237.3664547983888 45° 45° -237.3664547983888 -237.3664547983888 -237.3664547983888 dDE COLUMNA,PLACA O VIGA \A1;.16 \A1;L \A1;L \A1;L \A1;L \A1;1.45 \A1;.50 \A1;.25 \A1;1.35 \A1;.25 \A1;.70 \A1;.20 \A1;.75 \A1;.30 \A1;.25 \A1;1.35 \A1;.25 \A1;.70 \A1;.20 \A1;.30 \A1;.90 \A1;1.35 \A1;.25 \A1;.20 \A1;.70 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.90 \A1;.30 \A1;.15 \A1;.20 1/2″ 3/4″ 5/8″ 1″ 3/8″ .15 .12 .25 .20 .30 d L(m) \A1;.02 \A1;.15 \A1;L \A1;L \A1;.05 20.2160418298794 (TIPICO) E=0.15 TRASLAPES Y EMPALMES COLUM 90 120 1″ 60 70 3/4″ – 50 40 30 60 50 40 30 5/8″ 1/2″ 3/8″ 8 mm 6 mm (cm) (cm) VIGAS LOSAS Ø NO SE PERMITIRAN ESTRIBOS 2.0 cm 1.5 cm Rmax 15 cm 10 cm L 14.61919346829683 14.61919346829683 3/8″ 1/4″ Ø 14.61919346829683 14.61919346829683 MISMA SECCION ARMADURA EN UNA DEL 50% DE LA NO SE EMPALMARAN MAS TERCIO CENTRAL SE UBICARAN EN EL LOS EMPALMES L LA COLUMNA O APOYO VIGA A CADA LADO DE DE LUZ DE LA LOSA O UNA LONGITUD DE 1/4 SUPERIOR (NEGATIVO) EN EMPALMES DEL REFUERZO COLUMNAS LOSAS Y VIGAS 17 10ø1/2″ 16 15 14 13 8ø1/2″ ø3/8″@0.25 20.2160418298794 8ø1/2″ CONCRETO MURO 10ø1/2″ ø3/8″@0.25 6 5 4 8ø1/2″ 3 DETALLE DE ESCALERA 20.2160418298794 ESC : 1/25 3@0.10,Rto@.20 VIGA .30x.25 d 1/4″:1@.05, 11 10 10ø1/2″ 6d1/2″ 7 12 8 9 RELLENO DE VIGA VIGA ø3/8″@0.25 6ø1/2″ 20.2160418298794 20.2160418298794 20.2160418298794 20.2160418298794 (TIPICO) NPT.+.30 PRIMER TRAMO -3.312497362699588 -3.312497362699588 -3.312497362699588 -13.26225117213647 -13.26225117213647 ø3/8″@0.25 TERCERTRAMO 26 27 28 8ø1/2″ 4ø1/2″ 33 VIGA -13.26225117213647 VIGA ø3/8″@0.25 -13.26225117213647 -13.26225117213647 31 30 4ø1/2″ 29 32 25 8ø1/2″ SEGUNDO TRAMO -42.60317788149754 ø3/8″@0.25 24 23 -42.60317788149754 25 4ø1/2″ ø3/8″@0.25 21 4ø1/2″ 22 20 19 18 -52.67241317536116 VIGA -52.67241317536116 -52.67241317536116 -42.60317788149754 -52.67241317536116 VIGA ø3/8″@0.25 4ø1/2″ -42.60317788149754 -42.60317788149754 -3.312497362699588 -42.00690535230058 -42.00690535230058 ø3/8″@0.25 -42.18746318463232 COLUMNA COLUMNA -6.057823874636114 ENTREGA DE VIGUETAS DETALLE DE GANCHO ESTANDARD -14.35650391725153 -14.22758407405873 -6.871514002405689 -6.871514002405689 -6.871514002405689