Plan Details Lightened DWG Plan for AutoCAD

Plan Details Lightened DWG Plan for AutoCAD

lightened; DETAILS OF HOUSING, MULTI

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

min., max., on each side of the column, anchoring of columns in beams, detail of encounter of beams in plant, light beam joining, no splicing allowed, of superior effort, in a length, beam light beam, typical, detail of beams, typical lightened detail, temperarura in, each end., rto, rto, each end., rto, rto. see picture, typical, cms, tip., rto. see picture, column, typical, additional, typical, typical, rto, each end., equal cant, armor of, less, armor of, lower beam, armor of, higher, distinct cant, armor of, main beam, upper reinforcement, lower reinforcement, anyone, values ​​of, overlap joints for beams, lightened slabs, esc, in lightened flat beams the, steel is spliced ​​over, splicing for, the length of, do not overlap, total in one section, for, notes., esc., joists, delivery, where, mezzanine height, detail change, section, esc., remains, beam development, existing beam, existing beam, lightened, existing beam, lightened, existing beam, lightened, existing beam, rto, each end., lightened floor, lightened floor, lightened floor, lightened floor, structures, structures, slab, slab, slab

Raw text data extracted from CAD file:

\A1;L \A1;.50 \A1;.35 \A1;.25 \A1;.20 \A1;.20 \A1;.30 \A1;.02 \A1;.02 \A1;.25 \A1;.20 \A1;5c..10 \A1;.05 \A1;.50 \A1;.10 \A1;.20 \A1;5c..10 \A1;.05 \A1;.50 \A1;.50 \A1;.15 \A1;.40 \A1;.50 \A1;.50 \A1;.25 \A1;.25 \A1;L \A1;m \A1;L/3 \A1;L/4 \A1;L/3 \A1;L/4 \A1;L/4 \A1;m \A1;L/3 \A1;L/4 \A1;h \A1;.15 \A1;.15 \A1;.03 \A1;VIGA \A1;h=H/3 \A1;L min. \A1;L max. \A1;.50 \A1;.70 \A1;.80 \A1;1.10 \A1;1.40 \A1;.70 \A1;.70 \A1;.80 \A1;1.40 \A1;.80 \A1;.70 \A1;1.10 \A1;1.40 \A1;.70 \A1;1.40 \A1;.80 \A1;1.40 \A1;.80 \A1;1.10 \A1;.70 \A1;.70 \A1;.70 \A1;4.48 \A1;3.53 \A1;4.48 \A1;3.53 \A1;3.13 \A1;3.00 \A1;3.13 \A1;.70 \A1;3.13 \A1;3.00 \A1;.83 \A1;4.48 \A1;3.53 \A1;3.53 \A1;4.48 \A1;3.13 \A1;3.00 \A1;3.13 \A1;.70 \A1;3.13 \A1;3.00 \A1;.83 \A1;3.13 \A1;.70 \A1;3.13 \A1;3.00 \A1;3.53 \A1;4.48 \A1;.83 \A1;3.00 \A1;3.13 \A1;3.53 \A1;4.48 \A1;3.13 \A1;.70 \A1;3.00 \A1;3.00 \A1;.83 \A1;4.48 \A1;3.53 \A1;.25 \A1;.20 \A1;1.10 \A1;1.10 \A1;1.10 EN CADA CARA DE LA COLUMNA ANCLAJE DE d DE COLUMNAS EN VIGAS DETALLE DE ENCUENTRO DE VIGAS EN PLANTA -3.033189439813128 EMPALME EN VIGA Y ALIGERADO NO SE PERMITIRAN EMPALMES DE ESFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/3 DE LUZ DE LA VIGA -13.49556539503944 TIPICO d 1/4".: 1@..15 -2.521633329035232 DETALLE DE VIGAS DETALLE TIPICO DE ALIGERADO d1/4"c..25 TEMPERARURA (doblan .15 en extremos) a cada extremo. a cada extremo. 2 ø 1/2" 2 ø 1/2" 2 ø 1/2" .15 .05 .10 -8.913117689206004 -8.913117689206004 V-A1 ø 1/4" 1 @ .15 1 @ .05 5 @ .10 Rto @ .25 -5.785432944017728 -5.785432944017728 V-A2 1 @ .05 ø 1/4" Rto @ .25 5 @ .10 a cada extremo. -18.24692482576515 -18.24692482576515 (ESC: 1/10) .30 .10 .10 .30 -8.913117689206004 ø 1/4" 5 @ .10 1 @ .05 Rto @ .25 VS-01 -8.913117689206004 RTO. VER CUADRO -13.49556539503944 -13.49556539503944 -13.49556539503944 TIPICO VS-01 (.25x.20) d 1/4".: 1@.05,3@.10,4@.15,Resto @.20 VT -5.785432944017728 -5.785432944017728 2 ø 3/8" ø 1/4" 1 @ .25 2 d 1/2" 0.50 0.40 L cms d 1/2'' 3/8'' 2 d 1/2" 2d 1/2" 2 d 1/2" d 1/4".: 1@.075,4@.15,Resto @.25 V-102(.15x.40) TIP. d 1/4".: 1@..15 V-102 (.15x.40) 2 d 1/2" d 1/4".: 1@.05,3@.10,4@.15,Resto @.20 V-101 (.25x.20) 3 d 1/2" RTO. VER CUADRO d COLUMNA d COLUMNA -13.49556539503944 -13.49556539503944 -13.49556539503944 TIPICO 1 ADICIONAL TIPICO -13.49556539503944 TIPICO 2 d 1/2" 1 @ .15 1 @ .05 5 @ .10 Rto @ .25 a cada extremo. V-102 ø 1/4" -3.231315912270972 -12.98640120217414 2 ø 1/2" 2 ø 1/2" 2 d 1/2" 2d 1/2" 2d 1/2" 2 ø 1/2" 2 ø 1/2" IGUAL PERALTE ARMADURA DE -6.023243090552768 d MENOR -5.727766714941907 ARMADURA DE VIGA MENOR -6.023243090552768 ARMADURA DE d MAYOR DISTINTO PERALTE ARMADURA DE VIGA MAYOR -5.727766714941907 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 4.704221576717213 REFUERZO SUPERIOR 1/2" 5/8" .60 .60 REFUERZO INFERIOR h CUALQUIERA VALORES DE m 3/8" d h < .30 .50 .40 .30 .40 EMPALMES TRASLAPADOS PARA VIGAS LOSAS Y ALIGERADOS ESC = 1/25 2. EN ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE EMPALME IGUAL A 25cm PARA d3/8" Y LOS APOYOS,SIENDO LA LONGITUD DE 1. NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION 35cm PARA d1/2"Y d5/8" NOTAS. ESC. 1/25 VIGUETAS ENTREGA 0.0542754956867029 0.0542754956867029 0.0542754956867029 3.052096423560648 3.052096423560648 DONDE 3.052096423560648 H= ALTURA DE ENTREPISO DETALLE CAMBIO DE SECCION ESC. 1/25 3.052096423560648 queda 1 d1/2" 3d 1/2" 16.02311194956678 DESARROLLO DE VIGA (EJE B-B) DESARROLLO DE VIGA (EJE C-C) 3.759171976790299 VS-01 (.25x.20) 1d1/2" -1.72793499673017 3.759171976790299 3.759171976790299 302 302 6vgts. 1d1/2" 1d1/2" VS-01 (.25x.20) 1d1/2" 1d1/2" 6vgts. 1d1/2" 4.436066336685556 6vgts. 303 3.51678154931011 5.952647866495084 5.952647866495084 1d1/2" 6vgts. 301 1d1/2" 1d1/2" VS-01 (.25x.20) V-101 (.25x.20) 1d1/2" VS-01 (.25x.20) V-A1 (.25x.20) V-A1(.25x.20) V-A1 (.25x.20) V-A1 (.25x.20) V-A1 (.25x.20) V-A1 (.25x.20) V-A2 (.30x.20) V-T (.15x.20) V-T (.15x.20) 3.741900518783495 3.872825745802999 3.872825745802999 1d1/2" VS-01 (.25x.20) V-T (.15x.20) V-A1 (.25x.20) 6vgts. 302 1d1/2" 1d1/2" 3.741900518783495 VS-01 (.25x.20) V-A1 (.25x.20) 1d1/2" 6vgts. 301 V-A1 (.25x.20) 3.872825745802999 3.872825745802999 V-T (.15x.20) V-A2 (.30x.20) V-A1 (.25x.20) 6vgts. 1d1/2" 1d1/2" 6vgts. 303 1d1/2" 302 VS-01 (.25x.20) 1d1/2" 3.872825745802999 VS-01 (.25x.20) 1d1/2" V-A1 (.25x.20) 1d1/2" V-101 (.25x.20) VS-01 (.25x.20) 303 -14.53214289213764 V-A2 (.30x.20) V-T (.15x.20) 1d1/2" 1d1/2" -14.53214289213764 1d1/2" -14.53214289213764 VS-01 (.25x.20) 1d1/2" 6vgts. V-T (.15x.20) V-A1 (.25x.20) 302 VIGA EXISTENTE -14.53214289213764 -14.53214289213764 6vgts. V-A1 (.25x.20) 1d1/2" 302 6vgts. 1d1/2" 1d1/2" VS-01 (.25x.20) VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE ALIGERADO EXISTENTE ALIGERADO EXISTENTE 303 VS-01 (.25x.20) V-T (.15x.20) V-A2 (.30x.20) 1d1/2" -14.53214289213764 1d1/2" VIGA EXISTENTE VIGA EXISTENTE V-A1 (.25x.20) V-T (.15x.20) ALIGERADO EXISTENTE VIGA EXISTENTE 6vgts. V-A1 (.25x.20) ALIGERADO EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE VIGA EXISTENTE A B C -14.53214289213764 -14.53214289213764 A B C -13.3129938320092 -13.3129938320092 1 2 3 4 -14.53214289213764 -14.53214289213764 -14.53214289213764 -14.53214289213764 2 3 4 -14.53214289213764 -14.53214289213764 -14.53214289213764 -14.53214289213764 -14.53214289213764 1 -14.53214289213764 -14.53214289213764 2 3 4 -14.53214289213764 -14.53214289213764 A B C -14.53214289213764 -14.53214289213764 -14.53214289213764 2 3 4 -14.53214289213764 -14.53214289213764 A B C -14.53214289213764 -14.53214289213764 1 -14.53214289213764 -14.53214289213764 2 3 4 -13.96984648458081 A -13.96984648458081 B C -14.53214289213764 -14.53214289213764 -14.53214289213764 2 3 4 -14.53214289213764 A -14.53214289213764 B C 1 2 3 -14.53214289213764 -14.53214289213764 -14.53214289213764 -14.53214289213764 A C -14.53214289213764 B -14.53214289213764 2 -14.53214289213764 3 V-101 (.25x.20) V-102 (.15x.40) V-102 (.15x.40) V-102 (.15x.40) V-102 (.15x.40) V-101 (.25x.20) V-101 (.25x.20) 1 @ .05 Rto @ .25 a cada extremo. 1 @ .15 5 @ .10 ø 1/4" 3 ø 1/2" 2 ø 1/2" 10.46276967350808 V-101 10.46276967350808 3 ø 1/2" 2 ø 1/2" ALIGERADO DEL 1ro PISO h=0.20 S/C=200kg/m2 h=0.20 ALIGERADO DEL 2do PISO S/C=200kg/m2 ALIGERADO DEL 3er PISO S/C=200kg/m2 h=0.20 h=0.20 S/C=200kg/m2 ALIGERADO DEL 4to PISO ESTRUCTURAS (ALIGERADOS) U B I C A C I O N : D I B U J O : P L A N O : E S C A L A : F E C H A : 1 / 50 E-02 P R O P I E T A R I O : L A M I N A : ESTRUCTURAS LOSA e =.20 d3/8"c/.20 -3.998906660353306 d3/8"c/.20 d3/8"c/.20 d3/8"c/.20 e =.20 LOSA d3/8"c/.20 d3/8"c/.20 e =.20 LOSA -0.0000000000000355 0.0302669640644666

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, details, DWG, erdbebensicher strukturen, Housing, lightened, multi, multifamily, plan, seismic structures, strukturen