Structural Plan Of Two-Storey Housing DWG Plan for AutoCAD

Structural Plan has two floors and beams columns foundation stands besides their respective form of structural iron

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

kind, types of irons, sheet of steels, foundation plant, esc, of level, Location, column table, to the level, kind, iron long, iron transver., kind, esc, dimensions, asy, asx, armor, chain frame foundations, asx, asy, asx, asy, kind, type ii, h.c., h.c., chain cut, esc, stone, h.s., chain cut, esc, kind, kind, kind, kind, replantillo cm, diameter of commercial rod, Technical specifications, long, hierarchy summary, comerc., minimal coatings, surfaces in contact with water, do not. of reliefs, overlap, diameter, longt., plg, general, the concrete should have a last effort to compress the days of age, the design of the concrete meets the standards of cod. of the const., the details that do not appear here should be governed by what is said in the code, the concrete should have a last effort to compress the days of age, the steel must have a unitary stress the flowing steel for stirrups will be used, the minimum levels of foundation will be indicated, the bearing capacity of the soil has been assumed from the p.n.t. obtained from soil study, check on site, live service charge, combio modification will be consulted with the calculator, cover live, kind, esc, type column, mooring chain, slab, owner, detail cut plant, contains, drawing:, date:, scale:, structural calculation, owner, sheet:, October, indicated, seals:, AC., cut, cut ii, esc, kind, Location, kind, its T., its T., its T., c. to. kind, esc, axle beam, esc, axle beam, esc, axle beam, esc, slab, esc, axle beam, to see, esc hor, stuffed, esc, cut, esc, b ”, cut, esc, cut, esc, cut, esc, kind, type z ‘, cut, esc:, slab cut, esc, structural block of, harrow, esc, harrow, esc, rounded mt, rounded mt, from amrre, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, positive steel, steel reinforcement for reliefs, negative steel, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt, rounded mt

Raw text data extracted from CAD file:

0.3 0.12 4.45 4.45 0.20 0.30 0.05 0.15 0.10 0.40 0.10 0.40 0.10 0.20 2.60 1.14 0.57 2.38 0.57 1.14 0.57 EØ8mm @ 20 cm EØ8mm @ 10 cm EØ8mm @ 20 cm EØ8mm @ 10 cm EØ8mm @ 10 cm EØ8mm @ 10 cm EØ8mm @ 10 cm HF 1.4 1.4 17.55 8.9 2.45 2.15 0.65 0.075 0.25 0.25 0.40 0.40 0.25 0.65 0.05 0.40 .07 4.15 2.35 2.35 17,00 4.30 4.30 0.30 0.30 0.30 0.20 1.00 0.12 0.20 0.30 0.12 0.12 0.20 0.30 1.00 0.40 0.40 0.57 1.5 h 1.2 1.4 1.4 1.2 3.3 1.3 4.3 0.8 3.95 0.4 4.05 2.4 0.03 0.03 1.4 1.4 0.10 0.25 0.40 0.40 0.25 0.075 0.25 0.15 0.07 0.05 0.40 .07 0.07 3.65 3.5 4.45 1.95 1.95 0.40 0.40 TIPO O TIPO S TIPO C TIPOS DE HIERROS PLANILLA DE ACEROS \A1;a \A1;g \A1;a \A1;b \A1;a \A1;d \A1;a \A1;b \A1;b A B C 1 2 3 4 5 PLANTA CIMENTACIÓN ESC 1:100 5 5 5 5 5 5 5 5 DEL NIVEL UBICACION CUADRO DE COLUMNAS AL NIVEL # TIPO HIERRO LONG. HIERRO TRANSVER. TIPO B ESC 1:10 0<>0 0<>0 DF H B L DIMENSIONES Asy Asx ARMADURA CUADRO DE PLINTOS, CADENAS Y CIMIENTOS 11 d12 @ 0.15 Mc01 Asx 1 d12 @ 0.15 Mc101 ASy 11 d12 @ 0.15 Mc01 Asx 1 d12 @ 0.15 Mc101 ASy TIPO I TIPO II H.C. f'c=140 Kg/cm2 H.C. f'c=140 Kg/cm2 B L B L 0<> 0<> 0<>0 5 0<> 0<> 0<>0 5 EØ10 @ 20 cm Mc22 4Ø12 Mc H.C. f'c=140 Kg/cm2 CORTE CADENA ESC 1:10 60% PIEDRA 40% H.S. CORTE CADENA ESC 1:10 0<> 0<>0 0<>0 0<> 0<> 0<> 0<> 0<> 0<> 0<>0 0<>0 0<> 0<> 0<> 0<> \A1;a TIPO I \A1;g \A1;a TIPO L \A1;b \A1;d \A1;a \A1;b \A1;c TIPO M \A1;c TIPO Z TIPO L1 \A1;a \A1;a \A1;b \A1;b \A1;c \A1;c Replantillo e=10 cm Replantillo e=10 cm 12m 9m 6m DIAMETRO DE VARILLA COMERCIAL ESPECIFICACIONES TÉCNICAS LONG. RESUMEN DE HIERRROS COMERC. qq Kg RECUBRIMIENTOS MINIMOS \fCalibri|b0|i0|c0;ELEMENTO \fCalibri|b0|i0|c0;cm \fCalibri|b0|i0|c0;COLUMNAS \fCalibri|b0|i0|c0;VIGAS \fCalibri|b0|i0|c0;LOSAS \fCalibri|b0|i0|c0;CIMENTACION \fCalibri|b0|i0|c0;GRADAS \fCalibri|b0|i0|c0;CADENAS SUPERFICIES EN CONTACTO CON AGUA 2.5 3 3 2.5 2.5 5 7 No. De Alivianamientos 8 10 12 14 16 18 20 22 7/8 TRASLAPAR DIAMETRO LONGT. mm plg (cm) 10 12 14 16 18 20 22 25-32 3/8 1/2 5/8 6/8 3/4 3/4 40 1-11/4 55 50 65 75 80 100 90 GENERALES 1. EL HORMIGON DEBERA TENER UN ESFUERZO ULTIMO A LA COMPRESION A LOS 28 DIAS DE EDAD f'c=210 Kg/cm2 EL DISEÑO DEL HORMIGON ARMADO, CUMPLE CON LAS NORMAS DEL COD. ECUATORIANO DE LA CONST. LOS DETALLES QUE AQUI NO CONSTAN SE DEBERA REGIR POR LO DICHO EN EL CODIGO 1. EL HORMIGON DEBERA TENER UN ESFUERZO ULTIMO A LA COMPRESION A LOS 28 DIAS DE EDAD f'c=210 Kg/cm2 2. EL ACERO DEBERA TENER UN ESFUERZO UNITARIO A LA FLUENCIA fy=4200Kg/cm2 Y ACERO PARA ESTRIBOS SE USARA 3. LOS NIVELES MINIMOS DE CIMENTACION SERAN LOS INDICADOS fy=2400 Kg/cm2 4. LA CAPACIDAD PORTANTE DEL SUELO SE HA ASUMIDO 30 Tn/m2 A N -3.00 DEL P.N.T. OBTENIDA DEL ESTUDIO DE SUELOS VERIFICAR EN OBRA 5. CARGA VIVA DE SERVICIO = 200 Kg/m2 T1 6.CUALQUIER COMBIO O MODIFICACION SERA CONSULTADO CON EL CALCULISTA 7.CARGA VIVA DE CUBIERTA 120 Kg/m2 T1 T1 T1 2EØ8a.10y.20 4Ø14mm+4Ø12mm TIPO A ESC 1:10 0<>0 0<>0 3EØ8a.10y.20 12Ø14mm+ 2.60 0<> 5 0<> 2.38 0<> 5 0<> 5 COLUMNA TIPO CADENA DE AMARRE LOSA LOSA PROPIETARIO PLANTA DE CIMENTACION, ZAPATAS, CORTES Y DETALLES CONTIENE : DIBUJO: FECHA: ESCALA: CALCULO ESTRUCTURAL . . PROPIETARIO LAMINA: OCTUBRE 2013 INDICADAS E-1 SELLOS: T2 T2 T2 T2 T2 EØ8mm @ 20 cm EØ8mm @ 10 cm EØ8mm @ 20 cm EØ8mm @ 10 cm EØ8mm @ 10 cm EØ8mm @ 10 cm EØ8mm @ 10 cm L/4 L/2 L/4 L/4 L/2 L/4 HF h T2 T2 T2 T2 T2 5 5 5 5 5 5 C.A. 0,25x0,25 C.A. 0,25x0,25 C.A. 0,25x0,25 C.A. 0,25x0,25 C.A. 0,25x0,25 CORTE I CORTE II ESC 1:50 N+00 N+0,32 TIPO N° UBICACION 1 5 1.40 1.40 0.325 1.50 1Ø12mm MC1@13cm B1, B2, B3, B4, B5 A1, A2, A3, A4, A5 2 10 1.20 1.40 0.325 1.50 TIPO G 1Ø12mm MC1@13cm 1Ø12mm MC1@13cm 1Ø12mm MC2@13cm 4Ø10 Mc EØ10 @ 20 cm Mc22 4Ø12 Mc 4Ø10 Mc 5 13 Est. Ø10mm Mc22 @ 10cm 7 Est. Ø10mm Mc22 @ 20cm 13 Est. Ø10mm Mc22 @ 10cm A4, A5, B4, B5 -1.50 10.12 4 A 4Ø14mm MC40 4Ø12mm MC41 EØ10mm MC42 EØ12mm MC43 N-1.50 -1.50 7.88 11 A 4Ø14mm MC48 4Ø12mm MC49 A1, A2, A3 B2, B3 4Ø14mm MC50 4Ø12mm MC51 C. A. TIPO ESC 1:50 5 5 N+0.20 N 2,80 N 5,40 T1 5 5 C1, C2, C3, C4, C5 10 Mc 62 Ø 12mm 15 Mc 64 Ø 12mm 1 Mc 65 Ø 12mm 14 Mc 66 Ø 12mm 11 Mc 67 Ø 12mm 6 Mc 61 Ø 12mm 3 Mc 60 Ø 12mm 2 Mc 63 Ø 12mm 2 Mc 50 Ø 12mm 1 Mc 50 Ø 12mm 2Mc 52 Ø 12mm 4 Mc 50 Ø 12mm 4 Mc 50 Ø 12mm 1 Mc 55 Ø 12mm 1 Mc 56 Ø 12mm 20 Mc 57 Ø 12mm 8 Mc 58 Ø 12mm 1 Mc 59 Ø 12mm 2 Mc 51 Ø 12mm 2 Mc 50 Ø 12mm 2 Mc 52 Ø 12mm 1 Mc 53 Ø 12mm 2 Mc 54 Ø 12mm 4 Mc 54 Ø 12mm 4 Mc 52 Ø 12mm 11EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.20 22 Ø 12mm Mc 68 28 Ø 12mm Mc 69 29 Ø 12mm Mc 68 13 EØ10 Mc 82 @ 0.10 13 EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 14 EØ10 Mc 82 @ 0.10 14 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.20 5 EØ10 Mc 82 @ 0.20 6 EØ10 Mc 82 @ 0.20 1 Mc 67 Ø 12mm 1 Mc 66 Ø 12mm 1 Mc 64 Ø 12mm 1 Mc 62 Ø 12mm Viga Eje C ESC 1:50 ESC 1:50 1 Mc 65 Ø 12mm 11EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.20 13 EØ10 Mc 82 @ 0.10 13 EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 14 EØ10 Mc 82 @ 0.10 14 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.20 5 EØ10 Mc 82 @ 0.20 6 EØ10 Mc 82 @ 0.20 1 Mc 67 Ø 12mm 1 Mc 66 Ø 12mm 1 Mc 64 Ø 12mm 1 Mc 63 Ø 12mm Viga Eje B ESC 1:50 ESC 1:50 1 Mc 65 Ø 12mm 11EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.20 13 EØ10 Mc 82 @ 0.10 13 EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 11 EØ10 Mc 82 @ 0.10 14 EØ10 Mc 82 @ 0.10 14 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.20 5 EØ10 Mc 82 @ 0.20 6 EØ10 Mc 82 @ 0.20 1 Mc 67 Ø 12mm 1 Mc 66 Ø 12mm 1 Mc 64 Ø 12mm 1 Mc 61 Ø 12mm Viga Eje A ESC 1:50 ESC 1:50 2 Ø 14mm Mc 84 3 Ø 14mm Mc 83 4 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.10 9 EØ10 Mc 82 @ 0.10 5 EØ10 Mc 82 @ 0.10 6 EØ10 Mc 82 @ 0.10 2 Ø 14mm Mc 88 3 Ø 14mm Mc 87 2 Ø 14mm Mc 92 3 Ø 14mm Mc 91 2 Ø 14mm Mc 86 3 Ø 14mm Mc 85 2 Ø 14mm Mc 90 3 Ø 14mm Mc 89 2 Ø 14mm Mc 94 3 Ø 14mm Mc 93 15 Mc 65 Ø 12mm LOSA N+2.80 - N+5.40 ESC 1:100 5 5 5 5 0<> 5 5 5 0<> 5 5 13EØ10 Mc 82 @ 0.10 13EØ10 Mc 82 @ 0.10 7EØ10 Mc 82 @ 0.20 13EØ10 Mc 82 @ 0.10 13EØ10 Mc 82 @ 0.10 7EØ10 Mc 82 @ 0.20 2 Ø 14mm Mc 81 1 Ø 12mm Mc 68 3 Ø 14mm Mc 80 1Ø 12mm Mc 69 1 Ø 12mm Mc 68 Viga Eje 1-2-3-4-5 ESC VER 1:25 ESC HOR 1:100 <>,00 0<> 30 Mc 100 Ø 12mm @ 0,15 29 Mc 101 Ø 12mm @ 0,15 TAPAGRADA N+7.30 ESC 1:100 1 Mc 100 Ø 12mm 29 Mc 101 Ø 12mm B A 4 5 CORTE A-A' ESC 1:50 A' A S +0.20 N. 5 S A B 4 5 <>0 5 A B 4 5 <>0 5 B' B' B'' 5 5 CORTE B-B'-B'' ESC 1:50 D C D' C' CORTE C-C' ESC 1:50 CORTE D-D' ESC 1:50 <>.00 5 5 5 5 5 5 5 5 5 5 +2.80 N. 5 Ø12mm Mc 111 @ 0.20 2 Ø12mm Mc 110 @ 0.15 \A1;a \A1;b \A1;c \A1;d \A1;e \A1;e \A1;a \A1;b \A1;c \A1;d TIPO Z TIPO Z' 1 Ø10mm Mc 112 @ 0.20 1 Ø10mm Mc 112 @ 0.20 1 Ø10mm Mc 112 @ 0.20 5 Ø12mm Mc 113 @ 0.20 5 Ø12mm Mc 114 @ 0.20 +2.80 N. +3.80 N. +3.80 N. +5.40 N. 0.20 0.30 CORTE M-M ESC: 1-20 0.05 0.15 0.10 0.40 0.10 0.40 0.10 0.20 EØ10 @ 20 cm Mc82 3Ø12 Mc 80 2Ø10 Mc 81 CORTE DE LOSA ESC 1:10 BLOQUE ESTRUCTURAL DE 0.40x0.20x0.15 GRADA N+0.20-N+2.80 ESC 1:50 GRADA N+2.80-N+5.40 ESC 1:50 \fArial Rounded MT Bold|b1|i0|c0;\c3355443;ELEMENTO \fArial 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Rounded MT Bold|b0|i0|c0;\c3355443;6 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.18 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;0.15 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.33 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;55.98 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;84 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;L \fArial Rounded MT Bold|b0|i0|c0;\c3355443;14 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;4 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.18 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;0.15 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.33 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;37.32 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;85 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;L \fArial Rounded MT Bold|b0|i0|c0;\c3355443;14 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;6 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;8.78 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;0.15 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;8.93 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;53.58 \fArial Rounded MT 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Bold|b0|i0|c0;\c3355443;9.54 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;47.70 ACERO POSITIVO (NERVIO) ACERO DE REFUERZO PARA ALIVIANAMIENOS ACERO NEGATIVO \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.00 \c3355443;2.00 \c3355443;9.00 \c3355443;8.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;10.00 \c3355443;9.00 \c3355443;8.00 \c3355443;9.00 \c3355443;1.00 \c3355443;9.00 \c3355443;1.00 \c3355443;9.00 \c3355443;40.00 \c3355443;9.00 \c3355443;14.00 \c3355443;9.00 \c3355443;1.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;1.00 \c3355443;9.00 \c3355443;3.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.00 \c3355443;4.00 \c3355443;9.00 \c3355443;1.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;7.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;7.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;6.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;4.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;22.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;15.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;91.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;4.00 \c3355443;12.00 \c3355443;3.00 \c3355443;9.00 \c3355443;6.00 \c3355443;9.00 \c3355443;4.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;5.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;4.00 \c3355443;9.00 \c3355443;6.00 \c3355443;9.00 \c3355443;4.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;6.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;4.00 \c3355443;12.00 \c3355443;6.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;4.00 \c3355443;12.00 \c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;1.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;6.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;5.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \c3355443;4.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;12.00 \fArial Rounded MT Bold|b0|i0|c0;\c3355443;9.00 \c3355443;26.00 \c3355443;15.00 \c3355443;14.00 \c3355443;4.00 429 317 177 3173 3375 2556 570 69.9 74.3 56.2 5

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, columns, DWG, floors, form, FOUNDATION, Housing, plan, respective, stands, storey, structural

DWG_Blocks

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