Housing Lightened DWG Detail for AutoCAD

Details – specifications – sizing – analysis of loading

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

lightened floor, esc., detail, the percentages increase the length of, in case of not splicing in the areas indicated with, for, splicing equal cm. for iron of cm., spans over the supports, the length of which is, for lightened flat beams the lower steel is, splicing in a, not splicing more than the area of the same section, notes, when they are different rods will be taken, splicing slab splices, the maximum value, lightened, horizontal splicing, vertical splicing, lower reinforcement upper reinforcement, anyone, values of, empty, staircase empty, solid slab, solid slab, lightened typical floor, esc., empty, solid slab, staircase empty, scale, steel temperature m., lightened detail, ceramic hollow brick, esc., ground floor, floor, esc., esc., cut, rest esc., rest esc., cut, cut, rest esc., cut, rest esc., rest esc., cut, cut, rest esc., cut, rest esc., rest esc., rto: esc. of bracing in, rest esc., solid slab, rest esc., solid slab, lightened staircase, esc., floor variant

Raw text data extracted from CAD file:

\A1;4.45 \A1;16.00 \A1;5.175 \A1;5.175 \A1;1.20 \A1;4.13 \A1;15.00 \A1;3.44 \A1;4.08 \A1;3.35 \A1;16.00 \A1;5.175 \A1;5.175 \A1;4.15 \A1;15.00 \A1;3.42 \A1;4.08 \A1;3.35 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;1.00 \A1;0.20 \A1;0.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;4.45 \A1;4.45 \A1;16.00 \A1;4.45 \A1;16.00 \A1;4.08 \A1;15.00 \A1;3.42 \A1;5.175 \A1;4.15 \A1;3.35 \A1;5.175 \A1;4.08 \A1;15.00 \A1;3.44 \A1;5.175 \A1;1.20 \A1;4.13 \A1;3.35 \A1;5.175 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.20 \A1;0.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.20 \A1;h \A1;L/4 \A1;m \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/3 \A1;m \A1;L/3 \A1;L/3 \A1;.025 \A1;.025 \A1;4.25 \A1;0.50 \A1;1.10 \A1;1.10 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.50 \A1;1.60 \A1;0.40 \A1;0.50 \A1;4.25 \A1;1.10 \A1;1.10 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.50 \A1;1.60 \A1;0.40 \A1;0.30 \A1;0.30 \A1;2.98 \A1;0.80 \A1;0.30 \A1;3.78 \A1;0.30 \A1;3.05 \A1;0.30 \A1;3.69 \A1;0.30 \A1;0.40 \A1;0.50 \A1;1.23 \A1;0.60 \A1;1.23 \A1;0.80 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.05 \A1;0.15 \A1;1.20 \A1;1.00 \A1;4.45 \A1;1.00 \A1;1.20 \A1;0.70 \A1;0.80 VP-1 (.15 x .40) V-CE (.25 x .20) 4.449999999999875 15.99999999999977 5 16.00000000000091 ALIGERADO 1° PISO A ESC. 1 / 50 B DETALLE “L” DETALLE “T” 4.075000000000003 15.00000000000126 V-D VA-P (.25 x .30) VA-P (.25 x .30) 3.42483345425174 1 V-D (.15 x .20) V-101 (.30 x .40) 5.175000000000637 V-A V-A 2 V-D (.15 x .20) VA-P (.25 x .30) VA-P (.25 x .30) V-101 (.30 x .40) V-101 LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON PARA 1/2″ O 5/8″ EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8″ Y 35 CM. EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALME EN UN 70 % . 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION NOTAS 3/4″ 3/8″ 5/8″ 1/2″ 1/2″ 0.60 CUANDO SON VARILLAS DE DIFERENTE d SE TOMARA TRASLAPES Y EMPALMES PARA VIGAS, LOSA Y 5/8″ 0.70 EL VALOR MAXIMO \A1;Y ALIGERADOS EMPALME HORIZONTAL 3/8″ 1/4″ 0.40 0.30 Y d EMPALME VERTICAL 1/2″ 3/8″ 0.40 0.40 3/4″ 5/8″ 0.60 0.50 \A1;X X d \A1;H REFUERZO INFERIOR REFUERZO SUPERIOR h CUALQUIERA h < .30 h > .30 d 1″ 1.00 .55 1.15 .60 1.30 .75 .40 .45 .40 .40 .50 .40 .45 .60 .50 4.150166239028351 3 4 V-D (.15 x .20) V-R (.15 x .20) VP-3 VA-P (.25 x .30) 3.350000306721171 V-101 V-101 V-101 5 VA-P (.25 x .30) VA-P (.25 x .30) V-101 (.30 x .40) 5.175000000000125 \A1;X \A1;X L/3 L/4 \A1;X \A1;X 1/2″ 3/8″ 0.25 0.20 5/8″ 0.30 X d m h VALORES DE m m L/4 L/4 L/4 L/3 L/3 A B D C E 4.075000000000003 14.99944617580954 3.442002004152926 5.175000000000637 5 1′ VACIO 2 4.132443864935439 3.350000306721171 3 4 5.175000000000011 1.199999999999761 5′ D C E V-101 V-D VP-1 VP-1 V-D 1 d 3/8″ 1 1 d 3/8″ 1 d 1/2″ 3 (.30 x .40) (.30 x .40) 2 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 1 d 1/2″ 1 d 3/8″ 1 d 3/8″ 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S/C = 300Kg/m2 1 d 1/2″ 1 d 3/8″ 5 5 5 5 5 1 d 3/8″ 1 d 1/2″ 5 1 d 1/2″ 1 d 1/2″ 4 VA-P (.25 x .30) VA-P (.25 x .30) V-A V-D (.15 x .20) V-101 V-A V-D V-D V-101 V-101 VA-P (.25 x .30) VA-P (.25 x .30) V-101 V-D (.15 x .20) V-101 VP-3 VA-P (.25 x .30) V-R (.15 x .20) V-D (.15 x .20) V-101 VA-P (.25 x .30) V-101 (.30 x .40) V-101 VA-P (.25 x .30) 3 2 1 4 V-D (.15 x .20) 5 5 1 d 3/8″ 1 d 1/2″ 5 1 d 3/8″ 5 1 d 3/8″ 5 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 5 5 5 5 5 5 5 1 d 3/8″ 1 d 1/2″ 5 5 1 d 3/8″ 1 d 1/2″ 5 5 1 d 1/2″ 5 1 d 1/2″ 5 1 d 3/8″ 1 d 1/2″ 5 5 1 d 1/2″ 1 d 3/8″ 5 5 1 d 1/2″ 5 1 d 3/8″ 5 5 5 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 5 1 d 1/2″ 1 d 3/8″ 5 1 d 1/2″ 5 1 d 1/2″ VACIO DE ESCALERA LOSA MACIZA H=0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 VP-2 (.30 x .40) V-D (.15 x .20) V-D LOSA MACIZA H=0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 5 5 5 5 V-201 (.30 x .40) 5 5 5 5 5 5 5 5 5 5 5 5 ALIGERADO TIPICO 2° Y 3° PISO S/C = 300Kg/m2 ESC. 1 / 50 A B C D 5 5 VA-P (.25 x .30) VA-P (.25 x .30) 1 d 1/2″ V-A 1 1 d 1/2″ V-A V-201 (.30 x .40) V-D (.15 x .20) 5 5 1 d 1/2″ 5 VA-P (.25 x .30) V-D (.15 x .20) V-201 1 d 1/2″ V-A V-D V-D V-D V-D 1 d 1/2″ 5 d1/2″ @ 0.20 d1/2″ @ 0.20 d1/2″ @ 0.20 5 5 5 5 5 5 5 V-201 V-201 5 5 (.30 x .40) V-201 V-201 3 5 5 5 5 1 d 1/2″ VA-P (.25 x .30) VA-P (.25 x .30) 5 5 1 d 1/2″ 2 5 5 1 d 3/8″ 1 d 1/2″ 1 d 3/8″ 3 V-201 (.30 x .40) 5 1 d 3/8″ 5 5 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ V-D (.15 x .20) VA-P (.25 x .30) 4 V-D (.15 x .20) V-101 1 d 1/2″ 1 d 1/2″ V-101 5 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 5 5 V-201 4 1 d 1/2″ 1 d 3/8″ 5 VACIO 5 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 5 5 5 5 5 VA-P (.25 x .30) VP-3 V-R (.15 x .20) 5 2 V-201 1 d 3/8″ 4 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ (.30 x .40) 5 5 5 V-D (.15 x .20) VA-P (.25 x .30) VP-3 V-D (.15 x .20) 5 1 d 1/2″ 5 5 2 V-201 d1/2″ @ 0.20 V-D LOSA MACIZA H=0.20 1 d 3/8″ V-201 1 d 1/2″ 1 d 3/8″ 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ V-201 5 VP-1 5 5 1 d 3/8″ 1 d 3/8″ 1 d 1/2″ VA-P (.25 x .30) 5 1 VA-P (.25 x .30) 5 V-201 (.30 x .40) 5 5 1 d 3/8″ 1 d 3/8″ 5 VP-1 V-D (.15 x .20) V-CE (.25 x .20) VACIO DE ESCALERA 1 d 1/2″ 5 VA-P (.25 x .30) 5 VP-1 (.15 x .40) A B C D 5 5 E VA-P (.25 x .30) 1 d 1/2″ V-A 1′ 5 5 5 3 5 5 1 d 1/2″ VA-P (.25 x .30) 1 d 3/8″ 1 d 1/2″ 5 3 2 1 d 3/8″ V-R (.15 x .20) 1 d 3/8″ 4 1 d 3/8″ 5 1 d 1/2″ 1 VA-P (.25 x .30) 5′ E ESCALA : 1/20 ACERO DE TEMPERATURA d 1/4″ @ 0.25 m. 0.20 DETALLE DE ALIGERADO h=.20 .025 .025 0.10 0.10 0.10 0.10 0.30 0.30 0.30 LADRILLO HUECO DE CERAMICA DE 0.15 x 0.30 x 0.30 A 5 5 2 d 3/8″ @ 0.15 (Tipico) 2 d 3/8″ @ 0.15 (Tipico) 1 1 2 2 3 3 5 5 5 5 5 B 5 5 5 d 3/8″,1@ 0.05, 6@ 0.10, 3@ 0.15, Rto.@ 0.25 ESC. 1:25 V-101 (0.30 x 0.40) 1° PISO V-201 (0.30 x 0.40) 2° PISO 1 d 1/2″ 2 d 5/8″ 1 d 5/8″ 2 d 5/8″ 2 d 5/8″ 2 d 1/2″ 2 d 5/8″ VA-P VA-P \A1;S/C = 300Kg/m2 \A1;S/C = 400Kg/m2 5 5 B A S/C = 100Kg/m2 S/C = 100Kg/m2 V-301 (0.30 x 0.40) 3° PISO ESC. 1:25 d 3/8″,1@ 0.05, 6@ 0.10, 3@ 0.15, Rto.@ 0.25 5 5 2 d 1/2″ 5 4 5 VA-P 1 d 1/2″ 5 4 2 d 3/8″ @ 0.15 (Tipico) 5 6 2 d 1/2″ 5 5 5 1 d 5/8″ 6 2 d 1/2″ 5 VA-P 2 d 3/8″ @ 0.15 (Tipico) 2 d 1/2″ 2 d 1/2″ V-A 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 2 d 3/8″ @ 0.15 (Tipico) 2 d 3/8″ @ 0.15 (Tipico) 2 d 3/8″ @ 0.15 (Tipico) 2 d 3/8″ @ 0.15 (Tipico) 2 d 3/8″ @ 0.15 (Tipico) 7 7 7 7 7 7 7 7 5 5 5 5 5 VA-P (0.25 x 0.30) ESC. 1:25 d 3/8″,1@ 0.05, 4@ 0.10, 3@ 0.15, Rto.@ 0.20 d 3/8″,1@ 0.05, 4@ 0.10, 3@ 0.15, Rto.@ 0.20 d 3/8″,1@ 0.05, 4@ 0.10, 3@ 0.15, Rto.@ 0.20 d 3/8″,1@ 0.05, 4@ 0.10, 3@ 0.15, Rto.@ 0.20 2 d 5/8″ 2 d 5/8″ 2 d 5/8″ 2 d 5/8″ 2 d 5/8″ 2 d 5/8″ 2 d 5/8″ 2 d 5/8″ 5 CORTE 1-1 d 3/8″ 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.25 ESC. 1:25 5 2 d 5/8″ 5 3 3 2 d 5/8″ 1 d 1/2″ 5 3 d 5/8″ d 3/8″ 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.25 ESC. 1:25 CORTE 2-2 2 d 5/8″ 5 5 2 d 1/2″ CORTE 3-3 d 3/8″ 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.25 ESC. 1:25 2 d 5/8″ 5 2 d 5/8″ 5 5 5 5 CORTE 4-4 d 3/8″ 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.25 ESC. 1:25 2 d 1/2″ 4 d 1/2″ d 3/8″ 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.25 ESC. 1:25 CORTE 5-5 5 3 d 1/2″ 2 d 1/2″ 5 1 d 5/8″ CORTE 6-6 2 d 1/2″ d 3/8″ 1 @ 0.05, 6 @ 0.10, 3 @ 0.15, Resto @ 0.25 ESC. 1:25 2 d 1/2″ 5 6 6 5 CORTE 7-7 d 3/8″ 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, Resto @ 0.20 ESC. 1:25 2 d 5/8″ 2 d 5/8″ 5 4 d 1/2″ d 1/4″ 1 @ 0.05, 6 @ 0.10, Resto @ 0.20 ESC. 1:25 5 5 V-P3 V-R 2 d 1/2″ d 1/4″, 1@ 0.05 Rto: @ 0.20 ESC. 1:25 (VIGA DE ARRIOSTRE EN PARAPETOS) 5 5 2 d 5/8″ 2 d 5/8″ d 1/4″ 1 @ 0.05, 6 @ 0.10, Resto @ 0.20 ESC. 1:25 4 d 1/2″ 5 5 VP-1 LOSA MACIZA d 3/8″ 1 @ 0.05, 6 @ 0.10, Resto @ 0.20 ESC. 1:25 4 d 5/8″ 5 5 VP-2 LOSA MACIZA LOSA MACIZA 0.20 0.05 0.15 5 5 VA-P V-301 V-D V-301 5 VP-1 5 VP-1 VA-P (.25 x .30) V-D (.15 x .20) 5 VP-1 B C VA-P V-D V-D 1 d 3/8″ 1 d 1/2″ VA-P (.25 x .30) 1 d 3/8″ 1 d 1/2″ D 4 5 V-301 VP-1 (.15 x .40) VP-1 VP-1 S/C = 100Kg/m2 ALIGERADO ESCALERA ESC. 1 / 50 VARIANTE 3° PISO VP-1 (.15 x .40) VP-1 (.15 x .40) V-CE (.25 x .20) 1 d 3/8″ 5 5 1 d 1/2″ 1 d 3/8″ 2