One Family Housing, Lightened Concrete Slab DWG Full Project for AutoCAD

One Family Housing, Lightened Concrete Slab DWG Full Project for AutoCAD

Project of single family home with details of structures

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

resistance, grounding well, natural terrain level, bronze connector, natural terrain, false floor level, installation of pipeline, section hh, section ee, section ii, section kk, section gg, section jj, section cc, section bb , section ff, section dd, section aa, central warranty, sh, secc. t-t, det. of tensor i-det. crossing of plant ds, beam – beam, in top of the roof, type, frame of beams in beams, spacing to ends, values ​​of m, overlapping joists for beams, – reinforcement joints, reinforcement superior, h will not be allowed. Anybody, lower reinforcement, in tea, note: the length provided will be the minimum placed at the time of construction, total, d abutments, escalation, coating, positive steel, steel temperature, negative steel, lightened detail, drawing :, project, plans, scale, owner, jb, sr. Jorge whose diaz, lightened beams and details, housing – trade, z-z, detail of the parapet, level of parapet, v-s, v-a, v-b, empty

Raw text data extracted from CAD file:

\A1;3.95 \A1;3.95 \A1;3.15 \A1;2.95 \A1;2.95 \A1;3.00 \A1;3.75 \A1;3.15 \A1;2.50 \A1;3.40 \A1;3.00 \A1;3.75 \A1;3.45 \A1;1.15 \A1;3.30 \A1;3.45 \A1;1.15 \A1;3.30 \A1;3.95 \A1;3.95 \A1;3.15 \A1;2.95 \A1;2.95 \A1;3.00 \A1;3.75 \A1;3.15 \A1;2.50 \A1;3.40 \A1;3.00 \A1;3.75 0,15 0,20 0,25 0,15 0,05 0,30 0,15 0,15 0,20 0,25 0,15 0,05 0,20 0,25 0,15 0,05 T-1 VS ESC. 1/25 5 5 4 d 1/2" 5 0.1499999999999773 5 T-2 VS-2 ESC. 1/25 5 5 6d 1/2" 5 0.1499999999999773 5 5 \LVS-1 ESC. 1/25 5 4 d 1/2" T-1 T-4 VA ESC. 1/25 5 4 d 1/2" 5 0.1499999999999773 5 \A1;0.10 \A1;0.30 =T-1 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 TV \A1;0.20 \A1;0.60 \A1;0.20 \A1;1.00 \A1;0.10 \A1;1.00 \A1;0.20 \A1;2.50 \A1;1.90 \A1;0.30 -307.585013574255 -307.585013574255 10 RESISTENCIA POZO PUESTA A TIERRA -307.585013574255 ESC. 1/25 -307.585013574255 -307.585013574255 -307.585013574255 25 mmØ PVC-L 20 mmØ PVC-L CONDUCTOR Cu DESNUDO I x 6 mm2 / 1 X 2.5 mm2 NIVEL NATURAL TERRENO CONECTOR DE BRONCE VARILLA DE COBRE COOPERWELD Ø 5/8" x 2.00 M. TIERRA CERNIDA CON TAMIZ DE 1/4", CON UNA DOSIS DE QUIMICA THORGEL TERRENO NATURAL NIVEL FALSO PISO -307.585013574255 -307.585013574255 -307.585013574255 -307.585013574255 Y/O \A1;m \A1;d Estribos \A1;4db \A1;d Estribos \A1;.15 \A1;.20 \A1;.05 \A1;.10 \A1;.10 \A1;.30 M \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.25 \A1;0.60 \A1;S/CIMIENTO \A1;0.30 \A1;0.60 S./E. INSTALACION DE TUBERIA MONTANTE -156.5570541412395 -156.5570541412395 -156.5570541412395 -156.5570541412395 2 Ø 1/4" Cada 2 Hiladas -156.5570541412395 TUBERIA PVC Ø 4" -156.5570541412395 -156.5570541412395 -156.5570541412395 2 Ø 1/4 CADA 2 HILADAS RELLENO DE CONCRETO F'C = 175 Kg/cm2 \A1;0.90 \A1;0,15 \A1;0,15 \A1;0,15 \A1;0,25 M \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.70 \A1;.70 \A1;.70 \A1;.70 0,15 0,20 0,25 0,15 0,05 0,20 0,25 0,15 0,05 0,30 0,15 0,20 0,25 0,15 0,05 T-1 VS ESC. 1/25 5 5 4 d 1/2" 5 0.1499999999999773 5 T-2 VS-2 ESC. 1/25 5 6d 1/2" 5 0.1499999999999773 5 5 \LVS-1 ESC. 1/25 5 4 d 1/2" T-1 T-4 VA ESC. 1/25 5 4 d 1/2" 5 0.1499999999999773 5 \A1;.70 \A1;.70 \A1;.90 \A1;.80 \A1;.70 \A1;.70 \A1;.70 \A1;.80 \A1;.80 \A1;.70 \A1;.20 \A1;.20 \A1;.15 \A1;.20 A N LP P LP SECCION H-H 6.50 ml. LP 10.50ml. P LP SECCION E-E LP LP SECCION I-I P LP P LP SECCION K-K 13.50ml. 7.50 ml. 9.00 ml. 12.00 ml. 4.00ml. SECCION G-G 8.50 ml. SECCION J-J LP P SECCION C-C 20.00 ml. P SECCION B-B LP LP LP P LP P SECCION F-F LP 14.20 ml. P SECCION D-D LP SECCION A-A 1.50 LP V 2.50 J LP 1.50 V P 6.20 6.20 P 1.50 V J 2.50 11.60 BERMA CENTRAL 30.0 ml. LP LP LP LP 1.50 V LP P 1.50 1.50 6.20 SECCION A-A LP 1.50 V P 6.20 11.60 BERMA CENTRAL 30.0 ml. 1.50 V LP P 1.50 1.50 6.20 TIENDA 1 TIENDA 1 S.H. S.H. (puerta enrollable) (puerta enrollable) S.H. ALIGERADO 1º NIVEL ALIGERADO 2º NIVEL 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 (NACE EN LOSA 2 º PISO) 0.10 0.30 =T-1 SECC. T-T 0.15 4d3/8" T 0.40 0.40 T 0.30 DET. DE TENSOR T-I ESC. 1/25 0.30 DET. CRUCE DE ds PLANTA ESC : 1/25 VIGA - VIGA 2 Estribos d 3/8" Suplementarios EN CUMBRE EN TE 2 Estribos d 3/8" Suplementarios 2 Estribos d 3/8" Suplementarios 1@0.05, 3@0.10, 1@0.15, Rto.@ 0.25 C/E 1/4" TIPO Ø 1/4" 2 3 CUADRO DE ESTRIBOS EN VIGAS ESPACIAMIENTO A EXTREMOS 2@0.05, 3@0.10, 3@ .15 Rto.@ 0.20 C/E. 4 1/4" 2@0.05, 4@0.10 ,4@0.15, Rto.@ 0.20 C/E 1@0.20 3 1@0.05, 2@0.10, 2@ .15 Rto.@ 0.20 C/E. 1/4" 1/4" Escala : S/E VALORES DE m EMPALMES TRASLAPADOS PARA VIGAS - No se permitiran empalmes de refuerzo de luz de la viga en cada cara de la columna) superior ( negativo en una long. de 1/3 REFUERZO SUPERIOR m L/3 L/4 m L/4 L/3 0.40 3/8" 0.40 0.50 1/2" 5/8" \U+2205 H. CUALQUIERA REFUERZO INFERIOR EN TE L/4 L/3 L/4 0.45 0.40 0.50 0.60 0.40 0.45 H>30 H<30 m DOBLEZ EN ESTRIBO A 135° NOTA: La longitud proporcionada sera la minima colocada en el momento de la construccion 1.27cm. 1.90cm. r m 6.5cm 9.50cm \A1;r 8.00cm 11.50cm TOTAL d Estribos \fArial|b0|i0|c0|p34;\C3;1/4" \fArial|b0|i0|c0|p34;\C3;3/8" Ø 4db ESCALA ESC. DET. DE DOBLEZ DE ESTRIBO a 135° d Estribos Recubrimiento min.= 2.5 cms. Acero positivo Acero de temperatura Acero negativo Ø=1/4'' @ 0.25 .15 .20 Ladrillo de .30x.30x.15 .05 .10 .10 DETALLE ALIGERADO ESCALA : 1 / 10 .30 E-2 FECHA ENERO 2009 DIBUJO: PROYECTO PLANOS ESCALA 1 / 50 PROPIETARIO J.B. SR. JORGE CUYO DIAZ ALIGERADOS VIGAS Y DETALLES VIVIENDA - COMERCIO Z-Z 0.90 DETALLE DEL PARAPETO ESCALA : 1 / 25 5 5 Nivel de parapeto Z Z 1@.05, 3@.10, Rto@.20 5 5 1/4" : \A1;4d\S3#8;\H1.429x;" V-S V-S 1d1/2´´ 5 5 1 d 1/2´´ 1d1/2´´ 5 5 V-A V-A V-A V-A V-A V-A V-A V-A V-A V-S 1d1/2´´ 5 5 1 d 1/2´´ 5 5 V-A V-A V-A V-A V-A V-A V-A F E D C B A F E D C B A A B C D E F A B C D E F 1 2 4 5 1 2 4 5 1 3 5 1 3 5 1d1/2´´ 5 1d1/2´´ 5 1d1/2´´ 5 1d1/2´´ 5 NACE TENSOR T-1 1 2 3 9 VIG. 3 VIG. DORMITORIO 2 9 VIG. DORMITORIO 2 9 VIG. 9 VIG. 1 2 3 1 V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-A V-A V-A V-A V-A V-A V-A V-A V-A V-S V-S1 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S2 V-S V-A 14 VIG. V-B V-B V-B V-B V-B 5 5 5 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1d1/2´´ 5 5 V-S2 V-S2 V-A V-A V-A V-B V-B 5 V-A V-A V-S2 5 5 5 5 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 5 5 5 5 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ 1 d 1/2´´ TENSOR T-1 VACIO 3 TENSOR T-1 NACE TENSOR T-1 1 d 3/8´´ 1 d 3/8´´ 1 d 1/2´´

Language	Other
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, concrete, details, dwelling unit, DWG, Family, full, haus, home, house, Housing, lightened, logement, maison, Project, residên, residence, single, slab, structures, unidade de moradia, villa, wohnung, wohnung einheit