Structures Department DWG Detail for AutoCAD

Construction details lightened

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

beams box, lysing straight rods, Of temperature, typical cut of lightened, lysing straight rods, Of temperature, typical cut of lightened, top reinforcing iron, top reinforcing iron, emapalmes of overlaps, values of, inf., anyone, sup, note, Do not splice more than the total area., in case of not joining in the indicated areas increase the long. in a, for lightened beams steel int. it is spliced on the supports being the long., solid slab, not existing on the first floor

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.15 \A1;0.05 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.17 \A1;0.05 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.12 \A1;0.35 \A1;0.15 \A1;0.35 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.30 \A1;0.25 \A1;3.05 \A1;0.25 \A1;4.25 \A1;0.25 \A1;2.10 \A1;0.25 \A1;2.80 \A1;0.25 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.35 \A1;3.00 \A1;2.40 \A1;3.00 \A1;1.50 \A1;3.30 \A1;2.55 \A1;0.60 \A1;1.55 \A1;3.00 \A1;1.50 \A1;3.60 \A1;4.10 \A1;2.55 \A1;2.55 \A1;0.60 \A1;2.55 \A1;1.00 0.5000000000000018 0.25 0.25 0.25 2.300000000000001 0.25 3.050000000000001 0.25 4.25 0.2499999999999964 2.100000000000005 0.25 2.799999999999656 0.25 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.6000000000000014 0.3500000000003638 \A1; 2 Ø 1/2 ” \A1; 2 Ø 1/2 ” \A1; 2 Ø 1/2 ” \A1; 2 Ø 3/8 ” \A1; 2 Ø 1/2 ” \A1; 2 Ø 3/8 ” \A1; 2 Ø 1/2 ” \W0.97248; CUADRO DE \W0.97248; VIGAS 0.3500000000003638 0.1499999999999986 0.3500000000003638 0.25 0.1999999999998181 0.25 0.1999999999998181 0.25 0.1999999999998181 0.1999999999998181 0.0999999999999979 \A1;VS-1 \A1;VP-1 \A1;VA-1 \A1;VA-2 \A1;VCH-1 \A1;VB-1 \A1;4 \A0;Ø 1/ 2 2 \A0;Ø 3/ 8 Ø 1/ 4 1 @ 0.05 5 @ 0.10 R @ 0.20 \A1;5 \A0;Ø 1/ 2 2 \A0;Ø 3/ 8 Ø 3/ 8 1 @ 0.05 3 @ 0.10 R @ .20 \A1;5 \A0;Ø 1/ 2 Ø 3/ 8 1 @ 0.05 4 @ 0.10 R @ .20 \A1;4 \A0;Ø 1/ 2 Ø 3/ 8 1 @ 0.05 4 @ 0.10 R @ .20 \A1;4 \A0;Ø 1/ 2 Ø 1/ 4 1 @ 0.05 3 @ 0.10 3 @ 0.15 R @ 0.20 \A1;4 \A0;Ø 1/ 2 Ø 1/ 4 1 @ 0.05 4 @ 0.10 R @ 0.20 0.2000000000007276 0.1499999999996362 0.0500000000001819 0.1000000000000121 0.3000000000000007 0.1000000000000121 0.3000000000000007 0.1000000000000085 0.4000000000000057 0.400000000000027 Ø\A1; 1/4 ” @ .25 – LISAR VARILLAS RECTAS \A1;VARILLAS DE TEMPERATURA CORTE TIPICO DEL ALIGERADO H : 20CM 0.1700000000009823 0.0500000000001819 0.1000000000000121 0.3000000000000007 0.1000000000000121 0.3000000000000007 0.1000000000000085 0.4000000000000057 0.400000000000027 Ø\A1; 1/4 ” @ .25 – LISAR VARILLAS RECTAS \A1;VARILLAS DE TEMPERATURA CORTE TIPICO DEL ALIGERADO H : 17CM 0.1199999999998909 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/3 \A1;L/3 \A1;L/3 \A1;m \A1; \A0;Ø FIERRO DE REFUERZO SUPERIOR \A1;h \A1; \A0;Ø FIERRO DE REFUERZO SUPERIOR EMAPALMES DE TRASLAPES \A1;m \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.27 \A1;0.60 \A1;0.25 \A1;1.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.25 \A1;0.90 \A1;3.00 \A1;2.40 \A1;3.00 \A1;1.50 \A1;3.30 \A1;2.55 \A1;3.20 \A1;3.55 \A1;1.55 \A1;3.00 \A1;1.50 \A1;3.60 \A1;4.10 \A1;2.55 \A1;1.20 \A1;3.30 \A1;2.25 VALORES DE m Ø \A1;REFUERZO INF. \A1; CUALQUIERA \A1;0.40 \A1;0.40 \A1; 0.50 \A1;3/8″ \A1;1/2″ \A1;5/8″ \A1;REFUERZO SUP. \A1;0.40 \A1;0.40 \A1; 0.45 \A1;H<30 \A1;0.45 \A1;0.50 \A1; 0.60 \A1;H>30 NOTA \A1;A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL. \A1;B- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS AUMENTAR LA LONG. EN UN 70%. \A1;C- PARA ALIGERADOS Y VIGAS CHATAS, EL ACERO INT. SE EMPALMA SOBRE LOS APOYOS SIENDO LA LONG. = 25CM. Ø 3/8 35CM. \A0;Ø 1/2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA MACIZA F`c = 210 KG/CM NO EXISTENTE EN EL PRIMERO PISO \A1;VA-1 \A1;VA-1 \A1;VA-1 \A1;VA-1 \A1;VA-1 \A1;VA-2 \A1;VA-1 \A1;VS-1 \A1;VS-1 \A1;VB-1 \A1;VB-1 \A1;VB-1 \A1;VB-1 \A1;VB-1 \A1;VCH-1 \A1;VP-1 \A1;VP-1 \A1;VP-1 \A1;VP-1 \A1;VP-1 \A1;VCH-1 \A1;VCH-1 \A1;VCH-1 \A1;VCH-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VS-1 \A1;VCH-1 \A1;VCH-1 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 1/2 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 5 Ø 3/8 5 5 Ø 3/8 Ø 3/8 Ø 1/2 \A1;VS-1 5 5 5 5 5 5 C E D F B G 1 2 3 5 5 5 5 5 5 5 5 C` E` D` F B` A G 5 5 5 1 2` 3 2