Family DWG Section for AutoCAD

Family 2 Story. Plants – Sections – Elevations – Structure

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

Detail mooring chain, replantillo, municipal seals, arch. marco quinzo z., ing. jose vargas m., c.i. ………………………, Mr………………… ………….., compression tile, foundation, location, column table, location level, arm.longit, arm. trans., cut b-c ‘, cut cd, cut bc, foundation plant, reinforcement, lower, upper, box plinths, reinforcements, type, foundation, asx, level, observations, asy, foundation, beams, chicotes, total, lintels, slab, box of plinths-coluna type-sheet of reinforcements, plant foundation-armed of slabs-beams-cutting of beams, design :, construction, design – planning, location :, contains :, scale :, date :, calculation :, indicated, project:, owner :, sheet :, single, elements, foundations, plinths and replantillo, beams and slab, columns, chains, summary of materials, plinths, block, reinforcement, concrete, brand, Type column, cut type of slab, a. superior, nerve, a. inferior, lightening, braces, circular, sheet of reinforcements, length, mc., mm., total, cut, length, ball, sanitary-implementation-cuts, plant-facades-electrical installations and, sr ……. ………….., ci ……………………., spouse :, right side facade, facade left lateral, cortea – b, nnt, rear facade, front facade, ground floor, first floor, dorm. master, kitchen, library, dining room, room, star, rush, electric company, bas, c.r., company a. drinking water, the public network, roofing plant, terrace, laundry, p.a. hydroelectric installations, electrical installations. p.a., electrical installations. p.b., hydrosanitary facilities p.b.

Raw text data extracted from CAD file:

3.00 3.00 2.70 3.30 2.80 1.40 3.00 .20 .70 .20 .70 3.00 .70 1.40 .70 .20 .15 .20 .10 .20 3.00 .10 .20 .65 .65 1.30 .15 .20 .30 .62 2.80 .62 .30 .55 1.25 .30 1.50 .75 3.30 .75 .40 .20 .15 .15 .75 1.50 .75 .30 .62 .30 .62 .30 1.25 3.30 2.80 .20 2.70 .61 1.21 .61 .25 .25 .61 2.70 1.21 .61 2.80 3.30 1.25 .30 .62 .30 .62 .30 .75 1.50 .75 .20 .15 .40 .05 .30 2.40 3.00 2.50 .30 .30 .30 \A1;2.70 \A1;3.30 \A1;2.80 1.10 1.10 1.10 1.30 1.30 1.30 1.10 1.10 1.30 1.10 .20 .20 .15 .20 .70 1.40 .70 3.00 .70 .70 .20 3.00 1.40 3.00 3.00 1.40 1.40 .20 .70 .70 .70 .20 .70 .15 .20 .20 .40 .15 1.50 .30 .62 .62 1.25 .75 .30 .30 .75 .20 2.80 3.30 1.00 .15 1.50 1.20 .15 .15 2.70 .15 6.72 1.70 1.00 .15 1.70 1.00 .15 .80 .20 1.70 1.00 .15 1.70 1.00 2.90 .15 2.70 .15 6.56 .20 .60 2.10 .15 .60 2.10 .15 5.75 .15 .20 .60 .10 6.20 3.00 3.00 2.80 .20 2.80 .20 .20 1.60 .40 .80 .60 2.00 .60 .60 .10 2.90 .10 3.00 2.66 .90 10.55 .90 .30 2.50 .30 3.00 .30 2.44 .25 .60 2.00 1.80 2.00 .30 .90 6.80 1.96 .10 .70 .90 .10 3.30 9.60 3.00 2.60 1.94 .60 2.70 .25 2.40 .30 .10 2.80 .30 2.50 .30 .40 3.60 .70 .30 1.50 .70 1.50 2.30 .10 7.40 .20 .10 .60 .20 1.60 .20 1.00 .20 2.80 .20 2.80 .60 2.00 .60 .60 .10 2.90 .20 2.90 .90 .28 .10 .10 .60 1.82 .25 3.00 3.00 .10 3.40 .10 2.90 .10 1.00 2.00 1.10 2.00 .50 .40 .20 2.80 .20 2.80 .20 6.60 2.80 3.30 .10 2.70 .10 1.10 .10 3.20 .10 .10 1.20 1.50 .70 .95 1.00 .30 2.50 .30 3.00 .30 4.10 3.30 .10 .90 2.10 .10 2.90 .10 .60 2.00 1.00 2.00 .60 .20 2.80 .20 2.80 .20 6.20 .50 .10 3.20 .10 1.10 .10 3.20 .10 1.30 2.00 .80 .90 .60 1.50 1.30 .50 7.90 2.00 .65 8.80 .30 3.00 3.00 2.80 3.30 2.70 .50 4.10 4.60 1.41 .45 4.60 4.60 1.85 11.05 4.60 3.80 .80 1.41 .45 11.05 7.00 4.28 2.72 7.00 .85 .25 1.40 .07 .07 .20 .30 .40 1.30 1.10 1.10 1.30 .68 1.35 .68 6.90 .68 2.70 .25 1.60 1.10 .07 .68 1.35 .30 .20 .30 2.70 .15 .15 .15 .20 .15 .15 .40 1.40 3.00 .70 .70 .70 1.40 .70 .20 .10 3.00 .10 .15 .62 1.25 2.80 .62 .30 .75 1.50 .75 .30 .30 .61 1.21 .61 .25 2.70 3.30 1.25 2.80 .40 .55 .30 .62 .75 3.30 .30 .75 1.50 .62 .30 .15 .20 1.30 .65 .65 .20 .20 .15 .20 3.30 2.80 .75 1.50 .30 1.25 .62 .62 .30 .75 .30 .20 .20 .20 3.00 1.40 .70 .20 .20 .20 .70 1.40 .70 .70 3.00 .15 .20 \A1;3.30 .30 3.00 \A1;2.80 .30 2.50 \A1;2.70 2.40 .30 .30 .05 3.00 1.40 3.00 .20 .70 .70 .70 .20 1.40 3.00 .20 .70 2.80 1.25 .62 .40 .30 3.30 .30 .75 .30 .62 1.50 .75 .25 .61 1.21 .61 2.70 .20 .20 .20 .15 1.10 1.10 1.30 1.10 3.00 3.00 3.30 2.70 1.10 1.10 1.30 2.80 1.10 1.30 1.30 2.70 3.30 2.80 3.00 3.00 .85 .25 1.40 .07 .07 .20 .30 .40 1.30 1.10 1.10 1.30 6.90 .68 2.70 .25 1.60 1.10 .07 .68 1.35 .30 .20 .30 2.70 .15 .15 .68 1.35 .68 8E/.10 ESC. H: 1 ——– 100 V: 1 ——— 25 -21.07293452831232 Viga 1-4 eje C Nv.+3.00 -21.07293452831232 -21.07293452831232 6E/.10 -21.07293452831232 ESC. H: 1 ——– 100 V: 1 ——— 25 Viga 1-3 eje A Nv.+3.00 -21.07293452831232 -21.07293452831232 -21.07293452831232 Viga AC ejes 1-2-3 Nv.+2.95 Viga BC eje 4 Nv.+2.95 -21.07293452831232 7E/.10 ESC. H: 1 ——– 100 V: 1 ——— 25 -21.07293452831232 -21.07293452831232 7E/.10 -21.07293452831232 -21.07293452831232 ESC. H: 1 ——– 100 V: 1 ——— 25 9.10+0.30=9.40 2Ø10Mc.21 -21.07293452831232 B Detalle Cadena de Amarre ESC. H: 1 ——– 100 V: 1 ——— 25 9.10+0.30=9.40 2Ø10Mc.21 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 2Ø12Mc.44 9.20+.20=9.40 6E/.10 6E/.20 -21.07293452831232 -21.07293452831232 2Ø12Mc.44 9.20+.20=9.40 6E/.10 -21.07293452831232 -21.07293452831232 2 1 6E/.10 4E/.10 6E/.20 C B 1 -21.07293452831232 B -21.07293452831232 A 7E/.10 -21.07293452831232 -21.07293452831232 -21.07293452831232 6.20+.20=6.40 2Ø12Mc.40 6.20+.20=6.40 7E/.20 2Ø12Mc.40 -21.07293452831232 -21.07293452831232 13E/.20 -21.07293452831232 -21.07293452831232 A B’ 4 2 3 1 7Ø10@.20Mc.11 -21.07293452831232 -21.07293452831232 -21.07293452831232 6Ø10@.20Mc.10 -21.07293452831232 -21.07293452831232 -21.07293452831232 8E/.20 6E/.10 6E/.20 8E/.10 8E/.10 ESC. 1 —- 20 Corte 1-2 2Ø12Mc.43 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 6E/.10 REPLANTILLO Viga 1-3 eje A-B-C Nv.+5.85 ESC. H: 1 ——– 100 V: 1 ——— 25 -21.07293452831232 ESC. 1 —- 20 Corte 2-3 -21.07293452831232 60EØ8@.10/.20Mc.41 -21.07293452831232 -21.07293452831232 2 3 6E/.10 8E/.20 8E/.10 6E/.10 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 6E/.10 -21.07293452831232 -21.07293452831232 46EØ8@.10/.20Mc.41 3 8E/.10 8E/.20 8E/.10 4 ESC. 1 —- 20 4Ø12Mc.44 1EØ8@.10/.20Mc.41 ESC: 1:50 PLINTO TIPO 1 -21.07293452831232 -21.07293452831232 c= -21.07293452831232 ESC: 1:50 PLINTO TIPO 2 LP. N-017 SELLOS MUNICIPALES ARQ. MARCO QUINZO Z. LP. 15-008 ING. JOSE VARGAS M. C.I. ……………………… SR…………………………….. LOSETA DE COMPRESION B1-B2-B3-C1-C2 NIVEL + 0.20 CIMIENTO A1-A2-A3-B4-C4 UBICACION NV.+3.05 CUADRO DE COLUMNAS N° NIVEL UBICACION ARM.LONGIT ARM. TRANS. NV.+5.90 N° NIVEL UBICACION ARM. TRANS. ARM.LONGIT -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 Corte 3-4 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 Viga AC ejes 3 Nv.+5.85 Viga AC ejes 1-2 Nv.+5.85 -21.07293452831232 7E/.10 -21.07293452831232 -21.07293452831232 7E/.10 Viga 1-4 eje B Nv.+3.00 6E/.10 ESC. H: 1 ——– 100 V: 1 ——— 25 -21.07293452831232 -21.07293452831232 -21.07293452831232 A 4Ø12Mc.43 1EØ8@.10/.20Mc.41 2 6.80+.20=7.00 6.80+.20=7.00 2Ø12Mc.43 3 -21.07293452831232 -21.07293452831232 -21.07293452831232 21EØ8@.10/.20Mc.41 C 3.20+.20=3.40 2Ø12Mc.42 3.20+.20=3.40 -21.07293452831232 -21.07293452831232 7E/.10 C’ 7E/.20 -21.07293452831232 2Ø12Mc.42 -21.07293452831232 B ESC. 1 —- 20 -21.07293452831232 Corte B-C’ 1EØ8@.10/.20Mc.41 4Ø12Mc.42 -21.07293452831232 1 4E/.10 -21.07293452831232 Corte C-D ESC. 1 ——— 25 CIMIENTO 1EØ8@.10/.20Mc.41 C 42EØ8@.10/.20Mc.41 C 7E/.10 7E/.20 7E/.10 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 B 4Ø12Mc.40 -21.07293452831232 ESC. 1 —- 20 Corte B-C -21.07293452831232 -21.07293452831232 15E/.20 -21.07293452831232 D -21.07293452831232 12E/.20 \A1;.30 -21.07293452831232 A 6E/.20 6E/.10 4E/.10 C B ESC. 1 —- 20 Corte B-C Corte 1-2 ESC. H: 1 ——– 100 V: 1 ——— 25 42EØ8@.10/.20Mc.41 -21.07293452831232 -21.07293452831232 -21.07293452831232 6.40+.20=6.60 6.40+.20=6.60 2 -21.07293452831232 -21.07293452831232 -21.07293452831232 2 1 2Ø12Mc.47 -21.07293452831232 2Ø12Mc.47 -21.07293452831232 -21.07293452831232 3 -21.07293452831232 7E/.10 -21.07293452831232 -21.07293452831232 -21.07293452831232 6.60+.20=6.80 2Ø12Mc.46 B 7E/.20 -21.07293452831232 7E/.10 7E/.20 6.60+.20=6.80 2Ø12Mc.46 7E/.10 -21.07293452831232 C -21.07293452831232 -21.07293452831232 -21.07293452831232 46EØ8@.10/.20Mc.41 -21.07293452831232 -21.07293452831232 1EØ8@.10/.20Mc.41 4Ø12Mc.47 C3 1EØ8@.10/.20Mc.41 4Ø12Mc.46 ESC. 1 —- 20 ESC. 1 —- 20 Corte B-C -21.07293452831232 D -21.07293452831232 -21.07293452831232 7E/.10 -21.07293452831232 ESC. H: 1 ——– 100 V: 1 ——— 25 -21.07293452831232 2Ø12Mc.40 7E/.20 7E/.10 7E/.10 -21.07293452831232 7E/.20 6.20+.20=6.40 -21.07293452831232 E -21.07293452831232 -21.07293452831232 42EØ8@.10/.20Mc.41 64EØ8@.10/.20Mc.41 6.20+.20=6.40 2Ø12Mc.40 B 6E/.10 8E/.10 8E/.20 8E/.10 C 6E/.10 6E/.10 4Ø12Mc.40 1EØ8@.10/.20Mc.41 -21.07293452831232 -21.07293452831232 -21.07293452831232 -21.07293452831232 9.60+.20=9.80 9.60+.20=9.80 2Ø12Mc.45 2Ø12Mc.45 3 -21.07293452831232 -21.07293452831232 Planta de Cimentación 40EØ8@.20 Mc.24 -21.07293452831232 D C C \A1;.05 -21.07293452831232 \A1;.20 \A1;.30 \A1;.20 T1 6.20+0.30=6.50 ESC: 1:100 12Ø10Mc.23 4 15E/0.20 T1 3.20+0.30=3.50 4Ø10Mc.22 4Ø12Mc.21 1 4 15E/0.20 T1 -21.07293452831232 -21.07293452831232 -21.07293452831232 T1 15E/0.20 T2 -21.07293452831232 -21.07293452831232 T2 4 17E/0.20 -21.07293452831232 T1 4 15E/0.20 -21.07293452831232 17E/0.20 14E/0.20 4 4 17E/0.20 14E/0.20 15E/0.20 -21.07293452831232 T1 4Ø10Mc.20 -21.07293452831232 T2 A 4 T1 14E/0.20 4 15E/0.20 -21.07293452831232 -21.07293452831232 B 14E/0.20 C 14E/0.20 15E/0.20 T1 -21.07293452831232 -21.07293452831232 6.40+0.30=6.70 8Ø10Mc.21 9.10+0.30=9.40 2 1 5Ø12Mc.68 1.60+.20=1.80 4Ø12Mc.71 1.00+.20=1.20 Armado de losa N+3.00 -21.07293452831232 ESC: 1:100 -21.07293452831232 2 -21.07293452831232 3 -21.07293452831232 4 3 4 1.00+.20=1.20 7Ø12Mc.71 4Ø12Mc.63 5Ø12Mc.64 5.15 4Ø12Mc.65 6.20 4.10 4Ø12Mc.45 1EØ8@.10/.20Mc.41 ARMADURA INFERIOR 5Ø12Mc.70 1.30+.20=1.50 .90+.20=1.10 5Ø12Mc.67 -21.07293452831232 -21.07293452831232 9Ø12Mc.68 1.60+.20=1.80 2.80+.20=3.00 5Ø12Mc.69 A 5Ø12Mc.66 .80+.20=1.00 SUPERIOR ARMADURA C B 1.60+.20=1.80 5Ø12Mc.68 .80+.20=1.00 13Ø12Mc.66 1.80+.20=2.00 4Ø12Mc.67 6.80 5Ø12Mc.62 9.20 4Ø12Mc.61 1Ø12Mc.60 3.50 .15 -21.07293452831232 -21.07293452831232 -21.07293452831232 6Ø12Mc.30 -21.07293452831232 CUADRO DE PLINTOS 6Ø10@.20 Mc10 ARMADURAS 7Ø10@.20 Mc10 1.10 -21.07293452831232 1.30 1 1.10 8 2 1.30 3 -21.07293452831232 -21.07293452831232 0.25 -1.10 0.25 -1.10 a=Asx 6Ø10@.20Mc.10 b=Asy DIMENSIONES (m) a b TIPO Nº FUNDAC. Asx c NIVEL 6Ø10@.20 Mc10 7Ø10@.20 Mc10 7Ø10@.20Mc.11 a=Asx b=Asy OBSERVACIONES Asy 6Ø12Mc.30 33EØ8@.20/.10Mc.32 1EØ8@.20/.10Mc.33 6Ø12Mc.30 ESCALA 1 ——- 20 -21.07293452831232 REPLANTILLO 33EØ8@.20/.10Mc.31 1EØ8@.20/.10Mc.32 6Ø12Mc.30 ESCALA 1 ——- 20 B4-C4 2 -21.07293452831232 -21.07293452831232 L= 4.05 7E/.10 -21.07293452831232 -21.07293452831232 7E/.10 NV.+0.20 -21.07293452831232 -21.07293452831232 ESCA: 1:50 cimiento \A1;.20 C.A. .20x.20 -21.07293452831232 16E/.10 -21.07293452831232 -21.07293452831232 7E/.10 -21.07293452831232 7E/.10 7E/.10 -21.07293452831232 NV.+3.05 LOSA e= 0.15 m -21.07293452831232 7E/.10 -21.07293452831232 246.53 VIGAS VIVIENDA TIPO 5 CHICOTES TOTAL DINTELES LOSA CUADRO DE PLINTOS-COLUNA TIPO-PLANILLA DE REFUERZOS PLANTA DE CIMENTACION-ARMADO DE LOSAS-VIGAS-CORTE DE VIGAS U E F R DISEÑO: T E T O CONSTRUCCION Y DISEÑO – PLANIFICACION E R R UBICACION: CONTIENE: ESCALA: FECHA: OCTUBRE DEL 2003 CALCULO: INDICADAS LOSA DINTELES 2.35 CHICOTES TOTAL 15.00 251.49 148.06 229.75 10.68 607.83 PROYECTO : PROPIETARIO: LAMINA: UNICA 289 229.75 13.03 289 15.00 1007.38 13.89 18.70 7.50 9.90 13.20 27.00 5.00 15.00 7.00 71.50 43.20 ELEMENTOS CIMIENTOS PLINTOS Y REPLANTILLO VIGAS Y LOSA COLUMNAS CADENAS RESUMEN DE MATERIALES RESUMEN DE REFUERZOS ENPESO (kg/qq) PLINTOS VIGAS CADENAS COLUMNAS mm 10 mm 8 74.40 56.84 102.90 32.74 115.32 ELEMENTOS 172.13 195.27 mm 18 mm 12 mm 14 mm 16 62 63 64 9.20 3.20 5.15 12 12 12 I I I 66 67 68 69 70 71 0.10 0.10 0.10 0.80 0.90 1.60 2.80 0.10 1.30 0.10 12 12 12 I C C C C 12 12 C 1.00 0.10 C 12 6.20 12 65 5 6 5 9.20 3.20 5.15 0.10 0.10 0.10 0.10 0.10 0.10 9 5 18 19 5 1.00 1.10 1.80 3.00 1.50 11 1.20 9 6.20 BLOQUE kg REFUER. 172.16 32.74 298.17 U m3 1.39 5.41 1.62 1.60 3.87 HORMIG. Marca COLUMNA TIPO A1-A2-A3-B1-B2-B3-C1-C2-C3 9 L= 6.90 58EØ8@.10/.20Mc.32 LOSA e= 0.15 m NV.+5.90 CORTE TIPO DE LOSA \A1;.10 A. SUPERIOR ESC. H : 1——— 50 V: 1——— 20 \A1;.05 .10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.10 \A1;.40 \A1;.40 NERVIO A. INFERIOR \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.10 \A1;.40 \A1;.40 \A1;.40 ALIVIANAMIENTO \A1;.40 \A1;.10 26.80 75.20 14.00 6.80 64.80 478.50 340.20 5.25 158.20 102.40 78.00 100.80 79.20 21.00 7.65 37.50 3.50 42.50 39.20 13.60 28.00 37.60 27.20 346.20 VIGAS 0.10 6.20 12 40 C 60 61 6.40 50 49 48 12 I G I 08 08 1.50 0.09 0.75 0.03 3.50 6.80 12 12 I I 0.10 9.60 0.10 6.80 0.10 0.10 3.20 9.20 6.60 0.10 12 45 12 12 12 42 43 44 C C C C C 46 12 C 0.10 47 12 2×0.14 2×0.09 41 08 O 0.10 16 6.40 0.03 0.10 0.10 0.10 0.10 0.10 LOSA 0.10 6.60 12 1.50 0.15 0.75 14 51 50 1 4 3.50 6.80 4 4 4 4 4 9.80 7.00 3.40 9.40 6.80 577 2×0.07 0.60 10 11 1.00 1.20 12 I I 12 20 21 22 33 24 32 30 31 34 23 0.15 0.15 0.15 6.40 9.10 3.20 10 10 10 C C C 0.30 3.10 2×0.14 2×0.14 2×0.14 0.35 0.05 2×0.14 0.50 6.90 0.15 12 08 08 12 08 08 L O O’ L O G 10 0.15 C 6.20 PLINTOS 60 60.00 84 1.00 1.20 CADENAS 0.15 0.15 0.15 COLUMNAS 0.05 0.15 4 8 4 2 226 108 66 486 21 12 2x.05 2x.07 2x.07 3.40 0.70 0.70 0.60 3.50 6.50 7.25 6.70 9.40 0.25 DINTELES DINTELES CHICOTES RIOSTRAS CIRCULARES RIOSTRAS PLANILLA DE REFUERZOS PROYECTO: VIVIENDA INGENIARQ. TIPO “C2” CUBIERTA HORMIGON ARMADO Longitud DIMENSIONES ( m ) Mc. b a Ø mm. TIPO c Nº m Total g m Corte Longitu OBSERVACIONES \A1;.40 CORTE TIPO DE LOSA 6.60 6.80 1.20 1.50 3.00 1.50 1.30 Longitu Corte 1.10 m 0.60 0.25 9.40 6.70 7.25 6.50 3.50 0.60 6.40 0.70 0.70 3.40 6.80 3.50 1.80 1.10 1.00 6.20 5.15 3.20 9.20 0.15 9.40 3.40 7.00 9.80 0.75 16 mm PROYECTO: VIVIENDA INGENIARQ. TIPO “C2” CUBIERTA HORMIGON ARMADO PLANILLA DE REFUERZOS RESUMEN DE REFUERZOS ENPESO (kg/qq) INDICADAS OCTUBRE DEL 2003 PLANTA DE CIMENTACION-ARMADO DE LOSAS-VIGAS-CORTE DE VIGAS CUADRO DE PLINTOS-COLUNA TIPO-PLANILLA DE REFUERZOS 6.20 C 0.15 0.15 23 10 12Ø10Mc.23 Corte 1-2 .15 Corte B-C .20 .15 .15 46EØ8@.10/.20Mc.41 Corte B-C 5 5 5 5 5 5 5 C 5 .20 B 5 2Ø12Mc.42 5 5 .15 Corte 2-3 1EØ8@.10/.20Mc.41 ESC. 1 —- 20 Corte 1-2 4Ø12Mc.42 1EØ8@.10/.20Mc.41 Corte B-C’ Viga 1-4 eje C Nv.+3.00 5 5 6E/.10 9.20+.20=9.40 9.20+.20=9.40 2Ø12Mc.44 2Ø12Mc.44 5 5 5 6E/.20 6E/.10 1 5 5 5 5 5 5 5 5 5 ESC. H: 1 ——– 100 V: 1 ——— 25 6E/.10 8E/.10 8E/.10 8E/.20 6E/.10 6E/.10 60EØ8@.10/.20Mc.41 5 5 2 3 2 3 4 Viga 1-3 eje A Nv.+3.00 ESC. H: 1 ——– 100 V: 1 ——— 25 6E/.20 5 5 Viga BC eje 4 Nv.+2.95 ESC. H: 1 ——– 100 V: 1 ——— 25 4E/.10 5 6E/.10 5 5 5 1 46EØ8@.10/.20Mc.41 8E/.10 5 5 5 3 8E/.20 8E/.10 6E/.10 5 5 B C 2Ø12Mc.43 6.80+.20=7.00 2Ø12Mc.43 6.80+.20=7.00 5 5 2 .15 .20 21EØ8@.10/.20Mc.41 5 7E/.20 C’ 7E/.10 5 7E/.10 5 5 3.20+.20=3.40 2Ø12Mc.42 3.20+.20=3.40 5 .15 ESC. 1 —- 20 ESC. 1 —- 20 4Ø12Mc.44 1EØ8@.10/.20Mc.41 .20 Viga 1-3 eje A-B-C Nv.+5.85 Viga AC ejes 1-2 Nv.+5.85 4Ø12Mc.43 5 5 6.40+.20=6.60 2Ø12Mc.47 8E/.10 5 ESC. H: 1 ——– 100 V: 1 ——— 25 5 2Ø12Mc.47 1 5 6E/.20 6E/.10 6E/.10 2 5 5 5 5 8E/.10 5 5 42EØ8@.10/.20Mc.41 8E/.20 ESC. H: 1 ——– 100 V: 1 ——— 25 7E/.10 1 2 4E/.10 2Ø12Mc.46 6.60+.20=6.80 7E/.20 5 7E/.10 7E/.10 5 3 7E/.10 7E/.20 5 Corte C-D ESC. 1 ——— 25 1EØ8@.10/.20Mc.41 Corte B-C ESC. 1 —- 20 ESC: 1:100 Planta de Cimentación ESC. H: 1 ——– 100 V: 1 ——— 25 Detalle Cadena de Amarre Viga AC ejes 1-2-3 Nv.+2.95 5 7E/.20 6.20+.20=6.40 2Ø12Mc.40 6.20+.20=6.40 2Ø12Mc.40 5 ESC. H: 1 ——– 100 V: 1 ——— 25 5 5 7E/.10 A 5 5 5 5 5 5 42EØ8@.10/.20Mc.41 C B 7E/.10 7E/.10 7E/.20 7E/.10 C B C B 5 .15 .20 B’ 5 5 5 A 13E/.20 5 5 5 C D 12E/.20 5 5 D C 15E/.20 2Ø10Mc.21 9.10+0.30=9.40 5 2Ø10Mc.21 9.10+0.30=9.40 5 \A1;.20 \A1;.30 \A1;.30 \A1;.20 .05 6.20+0.30=6.50 Viga AC ejes 3 Nv.+5.85 4Ø12Mc.40 ESC. H: 1 ——– 100 V: 1 ——— 25 5 B 2Ø12Mc.46 6.60+.20=6.80 A B 42EØ8@.10/.20Mc.41 C 5 7E/.20 5 B A 5 7E/.10 5 E D 5 7E/.10 5 7E/.10 5 7E/.20 2Ø12Mc.40 2Ø12Mc.40 5 6.20+.20=6.40 6.20+.20=6.40 5 C 5 5 7E/.10 Viga 1-4 eje B Nv.+3.00 5 5 5 1 4Ø12Mc.21 \A1;.05 40EØ8@.20 Mc.24 CIMIENTO 4E/.10 5 6E/.10 5 4 3 2 ESC. H: 1 ——– 100 V: 1 ——— 25 5 8E/.10 5 5 2Ø12Mc.45 2Ø12Mc.45 9.60+.20=9.80 9.60+.20=9.80 8E/.20 6E/.20 6E/.10 8E/.10 5 5 5 5 5 6E/.10 6E/.10 6E/.10 5 5 5 5 3 4 64EØ8@.10/.20Mc.41 .20 4Ø12Mc.47 ESC. 1 —- 20 1EØ8@.10/.20Mc.41 ESC. 1 —- 20 SELLOS MUNICIPALES DISEÑO: CALCULO: FECHA: ESCALA: UBICACION: PROYECTO : CONTIENE: 4Ø12Mc.46 1EØ8@.10/.20Mc.41 .20 1EØ8@.10/.20Mc.41 4Ø12Mc.40 ESC. 1 —- 20 1EØ8@.10/.20Mc.41 4Ø12Mc.45 .20 ESC. 1 —- 20 Corte 3-4 .15 C TOTAL COLUMNAS CADENAS VIGAS PLINTOS CHICOTES DINTELES LOSA ELEMENTOS 14 mm 120.28 383.92 120.28 142.58 18.69 164.10 63.28 138.48 15.00 3.06 8 mm 431.92 291.21 10 mm 12 mm 1119.36 234.96 12 71 C 0.10 0.10 1.00 12 47 0.10 0.10 C 6.40 12 70 12 69 C 12 48 I I I C C C I I I I G I 61 60 68 67 66 65 64 63 62 12 12 12 12 12 12 12 12 12 49 08 08 50 0.10 0.10 1.30 0.10 0.10 2.80 1.50 6.80 3.50 1.60 0.90 0.80 6.20 5.15 3.20 9.20 0.09 LOSA 0.10 0.10 0.10 0.10 0.10 0.10 0.75 0.03 0.03 12 46 C O G O L O’ C O L 08 41 34 31 30 32 40 08 08 12 08 12 24 08 33 12 C C C C 44 43 42 12 12 12 45 12 0.10 0.10 6.60 0.10 0.10 2×0.07 2x.07 2x.07 2x.05 2×0.09 2×0.14 0.15 6.90 0.50 6.20 2×0.14 0.05 0.05 0.35 VIGAS 0.10 0.10 2×0.14 2×0.14 2×0.14 3.10 0.30 9.20 3.20 0.10 0.10 0.10 6.80 0.10 0.10 9.60 0.10 COLUMNAS 5 5 5 5 5 5 5 15E/0.20 4 2.70 T1 5 4 3 T1 T1 T1 T2 5 5 14E/0.20 15E/0.20 15E/0.20 14E/0.20 4 4Ø10Mc.22 3.20+0.30=3.50 15E/0.20 15E/0.20 4 4 5 17E/0.20 14E/0.20 T1 T1 5 4 2 1 T1 T2 T1 T2 5 17E/0.20 14E/0.20 15E/0.20 15E/0.20 17E/0.20 14E/0.20 4 4 A 5 C B 9.10+0.30=9.40 8Ø10Mc.21 4Ø10Mc.20 6.40+0.30=6.70 .15 .10 \A1;.05 12 11 II I TIPO mm. 10 Marca Mc. 12 Ø C C C 22 21 20 10 10 10 1.30 g DIMENSIONES ( m ) 1.10 a c b 3.20 9.10 6.40 0.15 0.15 0.15 0.15 0.15 0.15 CADENAS PLINTOS ESC. H : 1——— 50 V: 1——— 20 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.40 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 LOSETA DE COMPRESION A. SUPERIOR A. INFERIOR NERVIO DISEÑO: SELLOS MUNICIPALES 12 78.00 ESC: 1:100 ESC: 1:100 UNICA C.I. ……………………… SR…………………………….. LAMINA: PROPIETARIO: VIVIENDA TIPO 5 RESUMEN DE MATERIALES HORMIG. m3 18 mm TOTAL VIGAS LOSA DINTELES CHICOTES CADENAS COLUMNAS VIGAS Y LOSA PLINTOS Y REPLANTILLO CIMIENTOS ELEMENTOS U 1623.56 596.02 142.58 183.56 429.69 15.00 21.75 234.96 REFUER. kg 289 289 BLOQUE 13.20 11 79.20 12 7.50 5 15.00 5 DINTELES 21.00 14 DINTELES CHICOTES 5.00 7.65 4 1 19 9 18 9 5 6 5 51 50 37.50 42.50 3.50 9.90 27.00 18.70 43.20 71.50 7.00 27.20 4 RIOSTRAS CIRCULARES RIOSTRAS 346.20 577 102.40 21 486 66 108 16 226 158.20 2 5.25 340.20 478.50 64.80 6.80 37.60 28.00 13.60 4 4 4 4 39.20 BALL Cubierta DURATECHO/Terraza A=92.00m2 A=42.50m2 OBSERVACIONES 42 54.60 105.60 Total m 96 Nº Longitud 14.00 75.20 26.80 4 8 4 \A1;.10 \A1;.40 ALIVIANAMIENTO A=49.22m2 VIVIENDA TIPO 5 LAMINA: SANITARIAS-IMPLANTACION-CORTES PLANTA-FACHADAS-INSTALACIONES ELECTRICAS Y ESCALA: FECHA: PROPIETARIO: INDICADAS SR………………… OCTUBRE DEL 2003 CI……………………. CONTIENE: PROYECTO : CONYUGUE: UNICA SR…………………………….. C.I. ……………………… 5 5 5 5 5 5 5 ESC: 1:100 Fachada Lateral Derecha Fachada Lateral Izquierda ESC: 1:100 C o r t e A – B ESC: 1:100 5 5 N.N.T. 5 5 5 5 5 N±0.00 5 5 5 5 5 5 N+0.15 N+3.00 Fachada Posterior ESC: 1:100 ESC: 1:100 Fachada Frontal 5 5 N+5.90 ESC: 1:100 C o r t e 1 – 2 5 5 5 5 5 N.N.T. N+0.15 5 N+3.00 5 5 5 5 5 5 5 5 N±0.00 N+5.85 5 5 5 5 5 5 5 2.40 5 2.70 5 9.60 5 3 4 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10.55 5 5 5 5 .60 5 5 5 5 Planta Baja ESC: 1:100 5 5 5 5 5 1.94 2 5 N±0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1:100 Planta Alta 5 5 5 2 5 5 5 5 5 5 5 5 5 5 DORM. MASTER 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 COCINA BIBLIOTECA R N+0.15 B COMEDOR SALA 5 5 5 5 5 5 5 A 1 5 5 5 5 5 N+0.15 5 C B N±0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 DORMITORIO 2 DORMITORIO 1 STAR B 5 5 5 5 5 1 5 5 5 5 5 5 5 C B ACOMETIDA EMPRESA ELECTRICA 1 CL M 2 S2 CT S S S 1 2 S2 CT S CL S S S S S BAS BAS C.R. M C.R. BALL ACOMETIDA EMPRESA A. POTABLE A LA RED PUBLICA A LA RED PUBLICA C.R. BAS BAS C.R. C.R. BAS BAS C.R. ESC: 1:100 ESC: 1:100 7Ø12Mc.71 1.00+.20=1.20 ESC: 1:100 Armado de losa N+3.00 4.10 6.20 4Ø12Mc.65 5.15 5Ø12Mc.64 4Ø12Mc.63 INFERIOR ARMADURA 2.70 5 5 2 4 3 1 5 5 1.60+.20=1.80 9Ø12Mc.68 1.00+.20=1.20 4Ø12Mc.71 1.60+.20=1.80 5Ø12Mc.68 5Ø12Mc.69 2.80+.20=3.00 ARMADURA SUPERIOR 5Ø12Mc.67 .90+.20=1.10 1.30+.20=1.50 5Ø12Mc.70 .80+.20=1.00 5Ø12Mc.66 4Ø12Mc.67 1.80+.20=2.00 13Ø12Mc.66 .80+.20=1.00 5Ø12Mc.68 1.60+.20=1.80 4Ø12Mc.61 9.20 5Ø12Mc.62 6.80 3.50 1Ø12Mc.60 A B C BALL BALL BALL BALL BALL BALL C.R. BALL 5 5 5 5 5 5 5 1.85 11.05 5 5 5 5 5 11.05 5 5 5 5 ESC: 1:100 PLANTA DE CUBIERTAS TERRAZA N+6.72 N+2.75 N+6.72 N+0.15 N+6.72 N+2.75 N+0.15 N+6.72 N+2.75 N+0.15 N+2.75 N+0.15 N+6.72 S 6Ø10@.20Mc.10 .85 .25 1.40 REPLANTILLO c= .07 .07 CIMIENTO NIVEL + 0.20 .20 .30 5 1.30 1.10 PLINTO TIPO 1 ESC: 1:50 PLINTO TIPO 2 ESC: 1:50 7Ø10@.20Mc.11 1.10 6Ø10@.20Mc.10 a=Asx b=Asy 1.30 a=Asx b=Asy 7Ø10@.20Mc.11 -1.10 FUNDAC. NIVEL -1.10 CUADRO DE PLINTOS B1-B2-B3-C1-C2 C3 3 0.25 1.30 1.30 2 Nº 8 UBICACION A1-A2-A3-B4-C4 c 0.25 b 1.10 a 1.10 TIPO 1 DIMENSIONES (m) 7Ø10@.20 Mc10 7Ø10@.20 Mc10 6Ø10@.20 Mc10 ARMADURAS Asx 6Ø10@.20 Mc10 OBSERVACIONES Asy 6.90 .68 2.70 ESCALA 1 ——- 20 REPLANTILLO ESCALA 1 ——- 20 6Ø12Mc.30 33EØ8@.20/.10Mc.32 1EØ8@.20/.10Mc.33 B4-C4 2 N° NIVEL UBICACION ARM.LONGIT ARM. TRANS. .25 NV.+3.05 L= 4.05 6Ø12Mc.30 1.60 1.10 .07 ESCA: 1:50 7E/.10 7E/.10 7E/.10 cimiento \A1;.20 C.A. .20x.20 NV.+0.20 .68 1.35 .30 16E/.10 CUADRO DE COLUMNAS 33EØ8@.20/.10Mc.31 A1-A2-A3-B1-B2-B3-C1-C2-C3 6Ø12Mc.30 1EØ8@.20/.10Mc.32 .20 .30 9 N° NV.+5.90 NIVEL UBICACION ARM. TRANS. ARM.LONGIT L= 6.90 6Ø12Mc.30 COLUMNA TIPO 2.70 7E/.10 7E/.10 7E/.10 .15 58EØ8@.10/.20Mc.32 .15 LOSA e= 0.15 m NV.+5.90 NV.+3.05 LOSA e= 0.15 m .68 1.35 .68 N+6.72 N+3.00 N+3.00 6.40+.20=6.60 LAVANDERIA Instalaciones Hidrosanitarias P.A. Instalaciones Eléctricas. P.A. Instalaciones Eléctricas. P.B. Instalaciones Hidrosanitarias P.B.