Structural Design Residential DWG Detail for AutoCAD

plant foundations, steps, details

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

technical drawing, armed mooring chains, type, column table, niv :, ubic., dimensions, plinth box, location, no., xx, yy, armor, level, general assembly, girder band, subsoil wall, general assembly of plinths, replantillo h. simple, replant hs, columns, chains and slabs., – if necessary improvement will be made, – on deck slabs armor will be placed, technical specifications, – the measures prevail at the scale., days., floor., anchor column , perimeter and beam, column, slab type, reinforcement xx, reinforcement yy, beam, symbology, lower iron, upper iron, in beams and chains, distribution of abutments, replantillo of hs, in columns, mooring chain, area of ​​overlaps, structural design residence of the Lord :, location :, celso flowers, calculation and design, structural, sr. celso flores, owner :, date :, lamina :, drawing :, scale :, wilson and., – slab mezanine, – details, – stands, – foundation plant, contains :, indicated, types of irons, section i, section ii, foundation plant, and columns, mezzanine slab, cover, assembly of tiers, – cotacachi-, sheet of steel, summary of materials, length., desar., total, weight, observ.

Raw text data extracted from CAD file:

\A1;.200 \A1;.200 \A1;.400 \A1;.400 \A1;.025 \A1;.200 \A1;.025 \A1;.400 \A1;.400 \A1;.025 \A1;.200 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.025 N+-0.00 \A1;.025 \A1;.300 \A1;.300 \A1;.025 \A1;.025 \A1;.025 \A1;.050 \A1;.150 \A1;.200 \A1;.400 \A1;.025 \A1;.025 dibujo técnico 06922137 \A1;Y \A1;5.00 \A1;Y \A1;.075 \A1;H \A1;.075 \A1;H \A1;H \A1;.075 \A1;X \A1;.80 \A1;.80 \A1;.80 \A1;X \A1;.400 \A1;.050 \A1;.200 \A1;.150 \A1;.100 \A1;X \A1;.100 \A1;1/4 \A1;1d8mm@.10 \A1;h \A1;\A1;\SL/2; \A1;L \A1;\A1;\SL/4; \A1;.05 \A1;\A1;\SL/4; \A1;.05 \A1;1d8mm@.10 \A1;1/4 \A1;1d8mm@.10 \A1;.075 \A1;H \A1;ZONA DE TRASLAPES \A1;1/2 \A1;1d8mm@.20 \A1;4.60m. \A1;1.80m. \A1;5.00m. \A1;3.80m. \A1;4.00m. \A1;3.40m. \A1;4.35m. \A1;4.60m. \A1;3.80m. \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;3.10 \A1;1.40 \A1;3.10 \A1;1.40 \A1;3.10 \A1;1.40 \A1;3.10 \A1;1.40 \A1;3.10 \A1;4.60m. \A1;1.80m. \A1;5.00m. \A1;3.80m. \A1;4.00m. \A1;3.40m. \A1;4.35m. \A1;R1.500 0.00 \A1;.30 \A1;.177 \A1;.30 \A1;.40 \A1;.15 \A1;.177 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1; \A1; \A1; \A1; \A1; \A1; \A1; 5 5 ARMADO CADENAS AMARRE \A1;HORMIGON CICLOPEO Estd8mm 1@10y20cm 4d12mm 5 5 5 5 5 \A1;HORMIGON CICLOPEO Estd8mm 1@10y20cm 5 5 .025 5 5 5 5 4d12mm CADENA 1 CADENA 2 5 5 ESCALA_________________________1:10 \A1;EST.d8mm1@10y20cm .025 5 Nf=-1.40 TIPO A (17) TIPO 8d14mm CUADRO DE COLUMNAS Niv: Nv.+3.28 A1-A2-A3-A4-B1-B2-B3-B4 UBIC. 5 .025 .025 .025 1.40 DIMENSIONES CUADRO DE PLINTOS UBICACION A1-A4-B1-B4-C1-C4-D1-D4 X No. TIPO 10 P1 X-X Y H 0.35 1.40 Y-Y ARMADURA NIVEL FUND.(Nf) -1.40 5 5 5 8d12mm \A1;Est.d8mm 1@10y20cm ARMADO GENERAL VIGA BANDA ESCALA_________________________1:10 5 5 5 ESCALA_________________________1:25 MURO SUBSUELO N-1.26 \A1;CADENA INFERIOR N+-0.00 1d10mm@.30 1d12mm@.30 Y 5 Y .075 H .075 H ARMADO GENERAL DE PLINTOS \A1;ARMADURA X-X REPLANTILLO H. SIMPLE ESCALA______________________________________S/E REPLANTILLO H.S. \A1;ARMADURA X-X \A1;ARMADURA Y-Y \A1;ARMADURA Y-Y REPLANTILLO H.S. \A1;ARMADURA Y-Y H .075 \A1;ARMADURA X-X columnas, cadenas y losas. – Recubrimientos en Plintos = 7.5cm. – Capacidad portante del suelo = 1.8 Kg/cm2 – De ser necesario se realizara mejoramiento del – Acero de refuerzo corrugado fy = 4200Kg/cm2 – Hormigón f’c = 210Kg/cm2 a los 28 – Traslapes mínimos 40d en los sitios indica- dos, si no estan especificados = 60cm. – Recubrimientos mínimos = 2.5cm en vigas, – En losas de cubierta se colocarà armadura 6mm cada 50cm. en los dos sentidos ESPECIFICACIONES TECNICAS – Las medidas prevalecen a la escala. días. suelo. X \A1;2d12mm .80 ANCLAJE COLUMNA ESCALA_________________S/E PERIMETRAL Y VIGA \A1;2d12mm COLUMNA .80 .80 COLUMNA X ESCALA_________________________1:10 5 LOSA TIPO ARMADURA X-X ARMADURA Y-Y ARMADURA X-X 5 5 VIGA 5 \A1;NERVIO ESTRUCTURAL 5 X ARMADURA X-X ARMADURA Y-Y ARMADURA Y-Y \A1;BLOQUE ALIVIANAMIENTO \A1;HIERRO INFERIOR \A1;HIERRO SUPERIOR \A1;LOSETA DE COMPRESION 5 SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR 1/4 1d8mm@.10 h EN VIGAS Y CADENAS ESCALA____________________S/E @.20 \A1;\SL/2; DISTRIBUCION DE ESTRIBOS L \A1;\SL/4; @.10 5 \A1;\SL/4; @.10 5 1d8mm@.10 1/4 1d8mm@.10 REPLANTILLO DE H.S. DISTRIBUCION DE ESTRIBOS EN COLUMNAS ESCALA——————1:25 .075 H CADENA DE AMARRE ZONA DE TRASLAPES 1/2 1d8mm@.20 \A1;LOSA N+0.00 N+0.00 N+0.00 A B C D E 1 2 3 4 5 5 5 5 5 5 5 A B 1 2 5 5 P1 5 5 P1 5 5 P1 5 5 P1 5 5 P1 5 5 P1 5 5 5 5 P1 5 5 P1 5 5 P1 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 A B C D E 1 2 3 4 5 5 5 5 5 5 5 5 TIPO C (3) g g b g DISEÑO ESTRUCTURAL RESIDENCIA DEL SEÑOR: UBICACION: CELSO FLORES CALCULO Y DISEÑO ESTRUCTURAL SR. CELSO FLORES PROPIETARIO: a FECHA: LAMINA: DIBUJO: ESCALA: SEPTIEMBRE 2005 WILSON Y. – LOSA Nv+3.28 – LOSA MEZANINE – DETALLES – GRADAS – PLANTA DE CIMENTACION a CONTIENE: INDICADAS 1 DE 1 a TIPOS DE HIERROS b a b L C a b g O b b a c I G 27 Septiembre 2005 5 TRAMO I .177 5 5 5 .177 TRAMO II 7d12Mc606 26d12Mc601 7d12Mc602 7d12Mc607 7d12Mc501 26d12Mc601 7d12Mc603 7d12Mc605 7d12Mc604 Nv+0.20 N+3.28 12d12Mc423 12d12Mc423 RIOSTRA 6d12mm \A1;MURO E1-E4 1d14mm @ .15 1d14mm @ .15 1.40 A(2-3)-B(2-3)-C(2-3)-D(2-3) 5 P2 0.35 3.10 -1.40 E(2-3) 1d12mm @ .15 1d12mm @ .15 100d14Mc101 90d14Mc101 90d14Mc101 45d14Mc102 45d12Mc201 875Ed8Mc202 C1-C2-C3-D1-D2-D3-D4 E1-E4 C4-E2-E3 8d14mm PASO @.10 136d14Mc301 24d14Mc301 398Ed8Mc302 6d8Mc303 112d12Mc701 14d10Mc702 3d12Mc404 6d12Mc413 3d12Mc401 6d12Mc403 5d12Mc401 3d12Mc401 1d12Mc404 6d12Mc405 11d12Mc412 1d12Mc411 11d12Mc406 7d12Mc411 19d12Mc401 6d12Mc419 6d12Mc420 19d12Mc408 19d12Mc408 19d12Mc408 19d12Mc408 6d12Mc421 6d12Mc422 25d12Mc414 6d12Mc410 6d12Mc410 25d12Mc408 19d12Mc407 15d12Mc415 15d12Mc409 38d12Mc424 6d12Mc426 6d12Mc424 38d12Mc425 10d12Mc416 34d12Mc418 26d12Mc417 PLANTA DE CIMENTACION Y COLUMNAS ESCALA___________________________1:100 LOSA MEZANINE ESCALA___________________________1:100 LOSA Nv+3.28 ESCALA___________________________1:100 TAPAGRADAS ESCALA___________________________1:100 e=.10m. ARMADO DE GRADAS ESCALA___________________________1:100 10 DE AGOSTO Y ROCAFUERTE – COTACACHI- 950Ed8Mc402 5 5 5 5 5 5 5 5 5 \A1;MURO PERIMETRAL SOPORTANTE PLANILLA DE ACEROS MARCAS 100 200 300 400 500 600 700 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) a b c g Wtot (Kg) = Marca 100 101 I 14 280 1.35 0.00 0.00 .10 1.55 434.00 524.27 102 I 14 45 3.05 0.00 0.00 .10 3.25 146.25 176.67 Marca 200 201 I 12 45 11.80 0.00 0.00 .10 12.00 540.00 479.52 202 O 8 875 .15 .15 0.00 .05 .70 612.50 241.94 Marca 300 301 L 14 160 4.68 .30 0.00 .05 5.03 804.80 972.20 302 O 8 398 .25 .25 0.00 .05 1.10 437.80 172.93 303 I 8 6 11.80 0.00 0.00 .10 12.00 72.00 28.44 Marca 400 401 C 12 30 1.20 .10 0.00 0.00 1.40 42.00 37.30 402 O 8 950 .15 .35 0.00 .05 1.10 1045.00 412.78 403 C 12 6 1.03 .10 0.00 0.00 1.23 7.38 6.55 404 C 12 4 2.80 .10 0.00 0.00 3.00 12.00 10.66 405 C 12 6 4.90 .10 0.00 0.00 5.10 30.60 27.17 406 I 12 11 4.10 0.00 0.00 .10 4.30 47.30 42.00 407 C 12 19 4.20 .15 0.00 0.00 4.50 85.50 75.92 408 C 12 101 2.10 .15 0.00 0.00 2.40 242.40 215.25 409 C 12 15 7.20 .15 0.00 0.00 7.50 112.50 99.90 410 C 12 12 1.41 .15 0.00 0.00 1.71 20.52 18.22 411 I 12 8 2.80 0.00 0.00 .10 3.00 24.00 21.31 412 I 12 11 4.90 0.00 0.00 .10 5.10 56.10 49.82 413 C 12 6 4.10 .10 0.00 0.00 4.30 25.80 22.91 414 C 12 25 1.20 .15 0.00 0.00 1.50 37.50 33.30 415 C 12 15 5.70 .15 0.00 0.00 6.00 90.00 79.92 416 I 12 10 4.55 0.00 0.00 .10 4.75 47.50 42.18 417 I 12 26 8.20 0.00 0.00 .10 8.40 218.40 193.94 418 I 12 34 8.90 0.00 0.00 .10 9.10 309.40 274.75 419 C 12 6 4.50 .15 0.00 0.00 4.80 28.80 25.57 420 C 12 6 6.70 .15 0.00 0.00 7.00 42.00 37.30 421 C 12 6 9.00 .15 0.00 0.00 9.30 55.80 49.55 422 C 12 6 10.80 .15 0.00 0.00 11.10 66.60 59.14 423 I 12 24 3.40 0.00 0.00 .10 3.60 86.40 76.72 424 I 12 44 5.00 0.00 0.00 .10 5.20 228.80 203.17 425 I 12 38 7.90 0.00 0.00 .10 8.10 307.80 273.33 426 I 12 6 4.00 0.00 0.00 .10 4.20 25.20 22.38 Marca 500 501 L 12 7 2.00 .10 0.00 .10 2.20 15.40 13.68 Marca 600 601 I1 12 52 1.00 0.00 0.00 .00 1.00 52.00 46.18 602 I 12 7 4.35 0.00 0.00 .10 4.55 31.85 28.28 603 I 12 7 3.10 0.00 0.00 .10 3.30 23.10 20.51 604 I 12 7 .50 0.00 0.00 .10 .70 4.90 4.35 605 G 12 7 1.40 .10 .30 0.00 1.80 12.60 11.19 606 C 12 7 1.60 .10 0.00 0.00 1.80 12.60 11.19 607 L 12 7 1.00 .10 0.00 .10 1.20 8.40 7.46 Marca 700 701 C 12 112 1.46 .20 0.00 0.00 1.86 208.32 184.99 702 L 10 14 11.80 .10 0.00 .10 12.00 168.00 103.66 2167.30 168.00 3159.47 1385.05 0 0 0 0 0 0 0 856.08 103.66 2805.61 1673.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5438.49