Single Housing – Planes – Structures DWG Detail for AutoCAD

Single Housing – Planes – Structures DWG Detail for AutoCAD

Single housing- Plants of foundation , distribution , covers , descriptin details earthquake resistant – Located at rural zone of Villavicencio – Meta – Colombia

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

date, scale, proven, idem.s.normas, drawn, university school, the almunia de, politecnica, de dona godina, subtitle of drawing, title of drawing, j. tobes, name, almunia, study of building and implementation of work, table of pillars, steel summary, pillars, long. total, total, stakeout, reference, frame of centering beams, armed in and, armed in x, references, shoe frame, stirrups, lower, upper, see waits in the cutting of pillars, cutting of beams, ground floor design, first floor design

Raw text data extracted from CAD file:

MAR.1996 Fecha ESCALA Comprobado Idem.s.normas Dibujado Nom.Fich: Hotel34 ESCUELA UNIVERSITARIA LA ALMUNIA DE DOÑA GODINA(Zaragoza) N.P: E.202.56.034 POLITECNICA DE DOÑA GODINA UNE/DIN Subtitulo de dibujo TITULO DE DIBUJO N.D: 4 de 10 J. Tobes Nombre Nombre LA ALMUNIA \fTimes New Roman|b0|i0|c0|p18;1:100 \fTimes New Roman|b0|i0|c0|p18;ESCUELA UNIVERSITARIA POLITÉCNICA DE LA ALMUNIA DE DOÑA GODINA estudio de edificio e implantacion de obra \fTimes New Roman|b0|i0|c0|p18;LA ALMUNIA ENERO DE 2002 \fTimes New Roman|b0|i0|c0|p18;escala \fTimes New Roman|b0|i0|c0|p18;plano \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;IMPLANTACIÓN DE OBRA Y REPLANTEO DE BATACHES \fTimes New Roman|b0|i0|c0|p18;MARIO GALAN P1=P9 P7 P2 P5=P10 P4=P8 P12=P3 P6=P13 P11 25 25 4d12 18d6c/15 25 25 6d12 18d6c/15 25 25 4d16 14d6c/20 25 25 4d12 4d12 L=85 18d6c/15 FORJADO 2 25 25 4d12 4d12 L=110 18d6c/15 25 25 6d12 6d12 L=110 18d6c/15 25 25 4d16 4d16 L=120 14d6c/20 25 25 4d12 4d12 L=110 18d6c/15 FORJADO 1 techo pb Cimentaci¢n CUADRO DE PILARES Hormig¢n: HA-25 , Control Normal Acero: B 500 S , Control Normal Escala: 1:50 RESUMEN ACERO FORJADOS 1 Y 2 PILARES Long. Total (m) Peso(con mermas) (Kg) B 500 S, CN d6 284.2 69 d12 213.9 209 d16 52.6 91 369 Total \fTimes New Roman|b0|i0|c0|p18;escala \fTimes New Roman|b0|i0|c0|p18;plano \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;DISEÑO DE FORJADO 1 TECHO PB \fTimes New Roman|b0|i0|c0|p18;1:50 \fTimes New Roman|b0|i0|c0|p18;DISEÑO DE FORJADO 2 TECHO P1 \fTimes New Roman|b0|i0|c0|p18;1:50 \fTimes New Roman|b0|i0|c0|p18;3 \fTimes New Roman|b0|i0|c0|p18;plano \fTimes New Roman|b0|i0|c0|p18;escala \fTimes New Roman|b0|i0|c0|p18;PLANOS DE ESTADO ACTUAL Y PLANTA DE CIMENTACION \fTimes New Roman|b0|i0|c0|p18;1:50 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;plano \fTimes New Roman|b0|i0|c0|p18;escala (30+43+30) (30+43+40) 4d12 4d16 (30+43+30) 4d12 X: 5d12c/21 Y: 5d12c/21 95 x 95 x 50 X: 6d12c/21 Y: 6d12c/21 115 x 115 x 50 X: 4d12c/25 Y: 4d12c/25 85 x 85 x 50 P9 P5 P1 VC.T-1 VC.S-1 4d12 X: 4d12c/21 Y: 4d12c/21 75 x 75 x 50 X: 4d12c/21 Y: 4d12c/21 75 x 75 x 50 (30+43+30) 4d12 (30+43+30) 4d12 (30+43+30) 6d12 (30+43+30) 4d12 (30+43+30) 4d12 (30+43+40) 4d16 X: 5d12c/21 Y: 5d12c/21 95 x 95 x 50 X: 4d12c/21 Y: 4d12c/21 75 x 75 x 50 X: 5d12c/23 Y: 5d12c/23 105 x 105 x 50 X: 5d12c/23 Y: 5d12c/23 105 x 105 x 50 X: 4d12c/21 Y: 4d12c/21 75 x 75 x 50 X: 6d12c/21 Y: 6d12c/21 115 x 115 x 50 P13 P7 P6 P3 P10 P2 VC.S-1 VC.S-1 VC.S-1 VC.S-1 VC.S-1 VC.T-1 VC.T-1 VC.T-1 VC.T-1 VC.S-1 VC.T-1 VC.T-1 VC.T-1 (30+43+30) (30+43+30) 4d12 (30+43+30) 4d12 X: 4d12c/21 Y: 4d12c/21 75 x 75 x 50 P12 P8 P4 VC.S-1 VC.T-1 Escala: 1:50 Acero: B 400 S , Control Normal Hormig¢n: HA-25 , Control Normal REPLANTEO Cimentaci¢n Estribos:1ed8a30cm Arm. Piel:1x2d10 Arm. Inf.:3d12 Arm. Sup.:4d16 50 40 VC.T-1 Estribos:1ed8a30cm Arm. Piel:1x2d10 Arm. Inf.:4d16 Arm. Sup.:4d16 50 40 VC.S-1 Secci¢n Referencia CUADRO DE VIGAS CENTRADORAS 5d12c/23 5d12c/23 0.50 1.05 1.05 (P6), (P2) 4d12c/21 4d12c/21 0.50 0.75 0.75 (P13), (P12), (P8), (P3), (P4) 5d12c/21 5d12c/21 0.50 0.95 0.95 (P9), (P7) 6d12c/21 6d12c/21 0.50 1.15 1.15 (P5), (P10) 4d12c/25 4d12c/25 0.50 0.85 0.85 (P1) Armado en Y Armado en X Canto (m) Ancho Y (m) Ancho X (m) Referencias CUADRO DE ZAPATAS 1d10 L=235+1d8 L=185 1d8 L=235+1d8 L=195 1d10 L=260+1d8 L=230 1d10 L=365+1d8 L=345 1d10 L=310+1d10 L=295 1d8 L=240+1d8 L=235 1d8 L=160+1d8 L=150 1d8 L=255+1d8 L=220 1d10 L=280+1d8 L=250 1d10 L=280+1d8 L=245 1d10 L=280+1d10 L=245 1d12 L=270+1d10 L=145 L=65 L = 0.90 L=55 L=55 L=90 L=115 1d8 L=95+1d8 L=95 L=80 L=80 L=110 L=125 L=105 L=125 L=105 L=125 1d8 L=85+1d8 L=85 L=70 L=70 L=80 L=150 PORTICO 7 PORTICO 6 PORTICO 5 PORTICO 3 PORTICO 2 PORTICO 1 B3 B2 B0 B1 L = 3.60 (4) L = 3.50 (4) P11 P13 P7 P6 P10 P9 P5 V=2559 V=1560 MF = 1350 V=1987 V=3944 V=1955 V=2289 V=2313 V=1667 MF = 1551 25X35 25X25 25X25 25X25 25X25 25X25 35X40 35X40 L=80 L=115 1d8 L=85+1d8 L=85 L=70 L=70 L=85 L=115 L=105 L=125 L=107 L=127 PORTICO 8 L = 3.60 (4) P12 P8 V=1885 V=2382 V=1681 MF = 1494 25X25 25X25 25X25 25X25 25X25 Escala: 1:50 Acero: B 500 S , Control Normal Hormig¢n: HA-25 , Control Normal REPLANTEO FORJADO 1 techo pb L=280 L=295 1d8 L=95+1d8 L=95 L=80 L=80 L=220 L=225 L=95 L=105 L=130 L=140 L=140 L=155 L=140 L=155 L=140 L=155 L=120 PORTICO 4 L = 2.45 (4) L = 2.35 (7) P3 P2 P1 V=814 MF = 737 V=2315 MF = 1492 V=1038 MF = 704 35X40 25X25 25X25 L=105 L=120 1d8 L=85+1d8 L=85 L=70 L=70 L=110 L=120 L=125 L=135 L=52 L=52 PORTICO 9 L = 2.45 (3) P4 V=919 MF = 683 25X25 25X25 25X25 16x1ed6c/16 2d10 2d12 ESTRIBOS Inferior Superior L=165 ESTRIBOS Inferior Superior PORTICO 4 25 25 L=165 3d12 25 25 P1 ESTRIBOS Inferior Superior PORTICO 1 25 25 3d12 25 25 P9 25 L=90 P4 23x1ed6c/16 L=420 L=230 L=425 25 25 19 19 25 25 19 19 35 40 29 34 25 X 25 25 X 25 35 X 40 256 12 13 275 12 13 562 16x1ed6c/16 18x1ed6c/16 30x1ed6c/19 85 65 140 130 10 2d10 L=150 2d10 L=270 2d16 L=320 2d10 L=320 2d10 L=631 2d10 L=325 2d12 L=335 2d12 L=355 1d12 25 L=656 2d16 P3 P2 293 300 600 25 25 19 19 25 25 19 19 35 40 29 34 25 X 25 25 X 25 35 X 40 355 12 13 275 12 13 562 18x1ed6c/16 30x1ed6c/19 125 85 130 110 10 L=210 2d12 L=240 2d16 L=320 2d10 2d10 L=631 2d10 1d10 L=335 2d12 L=355 2d10 2d12 25 L=656 2d16 P13 P10 392 300 600 ESTRIBOS Inferior Superior PORTICO 5 25 25 19 19 25 25 19 19 25 X 25 25 X 25 30 247 13 13 362 30 16x1ed6c/16 23x1ed6c/16 90 60 17 L=95 2d10 17 L=120 2d10 L=150 2d10 17 L=315 2d10 17 L=430 2d10 17 L=320 2d12 17 L=435 2d12 P1 P5 P9 289 404 3 17 17 17 ESTRIBOS Inferior Superior PORTICO 2 25 25 19 19 25 X 25 3 219 3 14x1ed6c/16 17 17 L=252 2d12 17 17 L=252 2d10 B2 B3 225 25 17 L=110 2d10 17 17 P12 ESTRIBOS Inferior Superior VER ESPERAS EN EL DESPIECE DE PILARES PILAR APEADO:P11 PORTICO 8 25 25 19 19 25 X 25 159 13 13 362 25 23x1ed6c/16 105 90 17 L=115 2d10 L=195 2d12 17 L=425 2d10 L=235 1d10 17 L=430 2d12 P7 P11 P13 399 Escala: 1:50 Acero: B 500 S , Control Normal Hormig¢n: HA-25 , Control Normal Despiece de vigas FORJADO 1 techo pb L=120 80 c/12 7x1ed8 ESTRIBOS Inferior Superior PORTICO 7 30 17 2d10 17 17 P10 ESTRIBOS Inferior Superior PORTICO 6 25 25 19 19 25 X 25 35 352 35 22x1ed6c/16 17 L=120 2d10 17 L=432 2d10 17 17 L=449 2d12 B1 B0 421 PORTICO 3 25 35 19 29 35 40 29 34 25 X 35 35 X 40 12 13 275 12 13 135 308 119 25 12x1ed6c/24 9x1ed6c/15 17x1ed6c/19 7x1ed8c/17 120 80 430 85 10 25 L=165 3d12 L=200 2d16 L=515 2d16 L=320 2d10 25 L=631 2d10 25 L=350 2d10 L=420 2d16 25 25 L=656 2d16 P7 P6 P5 300 600 25 25 19 19 25 X 25 30 362 23x1ed6c/16 17 L=120 2d10 17 L=449 2d10 17 L=449 2d12 P6 422 25 25 19 19 25 X 25 25 215 14x1ed6c/16 3 16 L=100 2d10 16 L=360 2d10 L=245 2d10 16 L=365 2d12 P8 333 23x1ed6c/16 2d10 2d12 ESTRIBOS Inferior Superior PORTICO 9 25 25 19 19 25 X 25 13 13 249 25 16x1ed6c/16 90 80 14 17 L=90 2d10 L=170 2d10 17 L=315 2d10 17 L=320 2d12 P8 P4 287 25 25 19 19 25 X 25 25 247 17 L=310 17 L=315 P3 284 25 25 19 19 25 X 25 25 366 17 L=115 2d10 17 L=430 17 L=435 P12 404 MF = 787 1d8 L=195+1d8 L=140 L=65 L=75 1d8 L=220+1d8 L=175 L=100 L=75 L=105 L=115 1d8 L=255+1d8 L=225 L=130 L=95 L=140 L=115 PORTICO 5 PORTICO 4 PORTICO 3 PORTICO 1 P9 P5 P1 V=2262 V=1704 MF = 1616 V=975 V=1783 MF = 612 25X25 25X25 Escala: 1:50 Acero: B 500 S , Control Normal Hormig¢n: HA-25 , Control Normal REPLANTEO FORJADO 2 1d8 L=85+1d8 L=85 L=70 L=70 1d8 L=85+1d8 L=85 L=70 L=70 1d8 L=95+1d8 L=95 L=80 L=80 1d8 L=105+1d8 L=95 L=80 L=87 L=80 L=115 PORTICO 7 PORTICO 6 PORTICO 2 B5 L = 2.15 (3) L = 3.50 (7) L = 2.35 (7) P11 P7 P10 P2 V=1181 V=1181 MF = 781 V=2020 V=1971 MF = 2109 V=1355 V=1314 MF = 1068 V=1139 V=1435 25X25 25X25 25X25 40X45 35X45 55X55 55X55 35X40 30 L=95 P1 14x1ed6c/16 ESTRIBOS Inferior Superior ESTRIBOS Inferior Superior PORTICO 1 35 45 29 39 35 X 45 40 562 25 30x1ed6c/19 25 L=165 3d12 25 L=180 3d12 25 25 L=671 2d10 L=530 1d16 25 L=640 2d16 P10 P9 627 ESTRIBOS Inferior 633 30 22x2ed8c/30 L=600 3d16 25 L=737 4d16 ESTRIBOS Inferior Superior PORTICO 3 40 45 34 39 40 X 45 547 25 33x1ed6c/17 25 L=165 3d12 25 L=640 3d10 L=435 2d16 25 L=671 3d16 P5 600 PORTICO 2 25 25 19 19 25 X 25 25 260 55 17x1ed6c/16 17 L=95 2d10 17 L=345 2d10 17 17 L=368 2d12 P11 B5 340 ESTRIBOS 215 25 30 25 ESTRIBOS Inferior Superior PORTICO 4 35 40 29 34 35 X 40 562 25 30x1ed6c/19 25 L=165 3d12 25 L=671 2d10 L=530 2d12 25 L=640 2d12 P1 627 25 25 19 19 25 X 25 25 260 27 27 17x1ed6c/16 130 120 17 L=95 2d10 L=250 2d10 17 L=345 2d10 17 L=345 2d12 25 P7 313 25 ESTRIBOS Inferior Superior PORTICO 5 25 25 19 19 25 25 19 19 25 X 25 25 X 25 247 13 13 362 30 16x1ed6c/16 23x1ed6c/16 90 60 2d10 17 L=120 2d10 L=150 2d10 L=315 2d10 17 L=430 2d10 L=320 2d12 17 L=435 2d12 P5 P9 289 404 40 25 L=180 3d12 25 P2 Superior PORTICO 6 55 55 16 49 49 49 55 X 55 25 L=185 3d16 25 L=737 4d10 P10 693 2d10 Inferior Superior PORTICO 7 25 25 19 19 25 X 25 17 L=293 2d10 17 L=293 2d12 P11 265 25 L=185 3d16 25 P2 Escala: 1:50 Acero: B 500 S , Control Normal Hormig¢n: HA-25 , Control Normal Despiece de vigas FORJADO 2 17 L=90 17 17 P7 17 17 17 DISEÑO DE PLANTA BAJA DISEÑO DE PLANTA PRIMERA

Language	Spanish
Drawing Type	Detail
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, covers, DETAIL, details, distribution, dwelling unit, DWG, earthquake, FOUNDATION, haus, house, Housing, logement, maison, PLANES, plants, residên, residence, resistant, single, structures, unidade de moradia, villa, wohnung, wohnung einheit