Levels House – Executive Project DWG Full Project for AutoCAD

PROJECT A HOUSE OF TWO FLOORS; MODERN. INCLUDES; FACILITIES; FOUNDATIONS; STRUCTURE

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

given, firm, column, template, garter link, axis, mosaic, shoe, both directions, stirrups, castle, column, castle, against lock, bars, rods, number approx., important note, nominal, area, rod corrugated steel reinforcement, diameter, no., unit, weight, in., perimeter, overlap, overlap table, bends and hooks., abutment detail, overlap, rods, diam. num., castles, slabs, chains, bending, bending, hook, hook, stirrup, reinforced, thickness, being overlapped, welded as is, citation in the construction specifications attached to this project., observations, coatings in: , foundation, columns, contratrabes, template, scheme, table of coatings, bylayer, byblock, global, projected and drew, sup.terreno, place and date, house – room, development, consultative, project, owner, location, type of plane , name of plane, sup.construction, dimension, architectural, key, graphic scale, meters, orientation, location sketch, specifications, plan, scale, foundation details, scale: no scale, firm, simple concrete, structural – details, double rods, slab length, slab detail, armex castle, carcamo, flat polished interior, universal nut, meter, comes from, balloon float, sardinel height, cold water goes up, tubs with pipe, chain with, wallof partition of, esp. seated with, albani mortar, leria and flattened, interior with mortar, and adhitivo fester, polished finish., mortar chamfer, longitudinal section, cistern plant, dimensions: centimeters, concrete block, projection, marble plate, plateau concrete, ovalin washbasin, mca. helvex, or similar, cement mortar, or pegamarmol, marble skirt, armed for toilets, responsible for work, room, kitchen, washing, dining room, room, study, bar, hall, main, access, breakfast, bathroom, bedroom , dressing room, ground floor, first level, main street facade, main facade, rooftop plant, side facade, back facade, slope, foundation plant, and roofs, palapa facade, mezzanine floor

Raw text data extracted from CAD file:

Pendiente 5% 0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 1.15 1.3 0.07 0.15 0.2 0.35 0.08 0.03 1.18 0.8 0.2 0.4 Dado Firme Columna Z-1 Plantilla Trabe de Liga E Eje -172.7024580099005 -172.7024580099005 -172.7024580099005 -172.7024580099005 -172.7024580099005 Mosaico -172.7024580099005 -172.7024580099005 -172.7024580099005 -172.7024580099005 -172.7024580099005 -172.7024580099005 Zapata Plantilla d#4@18 cms Ambos Sentidos d#4@18 cms Ambos Sentidos -172.7024580099005 5 Zapata Z-1 0.6 0.2 0.2 0.2 0.4 0.2 C-2 C-1 C-3 -64.53416232315558 -64.53416232315558 -64.53416232315558 -64.53416232315558 -64.53416232315558 -64.53416232315558 6 d # 4 Estribos d # 2 @ 15 cms Columna – 2 6 d # 4 Estribos d # 2 @ 15 cms Columna – 1 4 d # 4 Estribos d # 2 @ 15 cms Columna – 3 Dado Dado Dado 6 d # 4 Estribos d # 2 @ 15 cms Columna – 2 6 d # 4 Estribos d # 2 @ 15 cms Columna – 1 4 d # 4 Estribos d # 2 @ 15 cms Columna – 3 0.4500000000000171 0.2500000000000853 0.2500000000000853 0.6500000000000057 0.25 0.2500000000000853 Dado Dado Dado K-1 4 d # 3 Estribos d # 2 @ 18 cms Castillo K-2 5 5 4 d # 3 Estribos d # 2 @ 18 cms Castillo 5 5 C-2 C-1 C-3 COLUMNA COLUMNA COLUMNA CASTILLO CASTILLO 0.45 0.25 0.25 0.65 0.25 0.25 0.35 0.35 0.06 0.35 6 d # 4 5ed2@10cms Contra Trabe -67.74577957331431 -67.74577957331431 Contra Trabe CT-1 E Eje E Eje 10ed2@15cms ed2@20cms a centro 5ed2@10cms 10ed2@15cms -67.74577957331431 -67.74577957331431 Plantilla 0.25 0.15 0.06 0.25 4 d # 4 5ed2@10cms Cadena CD-1 -66.61161799992693 -66.61161799992693 Cadena de Desplante CD-1 E Eje E Eje 10ed2@15cms ed2@20cms a centro 5ed2@10cms 10ed2@15cms -66.61161799992693 -66.61161799992693 Plantilla 0.35 0.25 0.06 0.35 6 d # 4 5ed2@5cms Trabe TL-1 -65.62789281589917 -65.62789281589917 Trabe de Liga TL-1 E Eje E Eje 5ed2@10cms ed2@15cms a centro 5ed2@5cms 5ed2@10cms -65.62789281589917 -65.62789281589917 Plantilla TRABES SI SE EMPLEA ARMEX EL VALOR DE (A) ES PROPORCIONADO POR EL FABRICANTE LAS VARILLAS DE 1″ Y MAYORES NO PODRAN 12 M POR TON. DE VARILLAS DE NUMERO APROX. NOTA IMPORTANTE 8 CM. 5.0 CM. 26 CM. 13 CM. 5.0 CM. 1/4″ # 2 38 CM. 75 CM. 64 CM. 50 CM. CM2 NOMINAL AREA VARILLA CORRUGADA PARA ACERO DE REFUERZO 5/16 7.9 2.5 1 1/2 38.1 1 25.4 7/8 22.2 3/4 19.1 5/8 15.9 1/2 12.7 3/8 9.5 12 8 7 6 5 4 3 NO NO 1/4 6.4 MM NOMINAL DIAMETRO # No. 2 3/8″ # 3 1/2″ # 4 5/8″ # 5 3/4″ # 6 1 1/2″ # 12 1″ # 8 0.982 0.261 0.384 0.49 0.08 24.8 8.938 3.975 3.034 2.250 1.560 0.996 0.557 11.4 5.07 3.87 2.87 1.99 1.27 0.71 1.77 0.79 0.60 0.44 0.31 0.20 0.11 4.712 3.142 2.749 2.356 1.963 1.571 1.178 6.008 2.670 2.044 1.502 1.043 0.668 0.376 119.7 79.8 69.7 60.0 50.0 39.9 29.8 5.0 CM. 12.0 CM. 10.0 CM. 7.0 CM. 7.0 CM. 7.0 CM. LB/PIE 12 CM. 25 CM. 20 CM. 15 CM. 46 CM. 32 CM. 20 CM. 38 CM. 32 CM. 25 CM. 52 CM. 76 CM. 0.251 KG/M UNITARIO 0.32 0.05 PULG.2 PESO 5.0 CM. 7.0 CM. 7.0 CM. 7.0 CM. 7.0 CM. 7.0 CM. 0.786 PULG. 0.167 MM 20.1 PERIMETRO Traslape TABLA DE TRASLAPES, DOBLECES Y GANCHOS. DETALLE DE ESTRIBOS Traslape TRASLAPE Varillas Diam. Num. CASTILLOS LOSAS CADENAS ( ESTE DETALLE SE EMPLEARA EN TODOS LOS ESTRIBOS) Doblez d1 DOBLEZ Gancho Doblez 45 GANCHO c1 d1 Gancho c1 ESTRIBO ESTRIBO A A 1.5 CM 2 CM A ARMADO A ARMADO ESPESOR SER TRASLAPADAS, SE SOLDARAN COMO SE CITA EN LAS ESPECIFICACIONES CONSTRUC- TIVAS ANEXAS A ESTE PROYECTO. 217 9 21 27 37 53 84 150 – ARMADO ESTRIBO 8 CM SI SE EMPLEA POLIETILENO PARA CUBRIR TODA LA CIMENTACION ENTONCES A=3.0 CMS OBSERVACIONES SI SE EMPLEA POLIETILENO PARA CUBRIR TODA LA CIMENTACION ENTONCES A=2.0 CMS RECUBRIMIENTOS EN: CIMENTACION COLUMNAS CONTRATRABES PLANTILLA ESQUEMA TABLA DE RECUBRIMIENTOS ESTRIBO A ~ A A 5 CM 5 CM A A 3 CM A A ARMADO 0.4 0.15 0.2 0.15 0.15 2 d # 3 5ed2@5cms Trabe T-1 0.4000000000000227 0.2000000000001023 E Eje E Eje 5ed2@10cms ed2@15cms a centro 5ed2@5cms 5ed2@10cms 5 4 d # 4 0.2 0.15 4 d # 4 5ed2@5cms Cadena C-1 -139.3623697186954 -139.3623697186954 E Eje E Eje 10ed2@10cms ed2@15cms a centro 5ed2@5cms 10ed2@10cms 5 0.4 0.2 0.4 0.2 \A1;1/4 LARGO \A1;LARGO DE LOSA \A1;1/4 LARGO \A1;0.11 1 49 1 0.7 3 1.6 1.83 1.18 1.02 1.98 2.69 1.48 1 0.2 4.15 0.8 1.35 0.15 1.35 0.15 0.65 0.75 1.1 1.55 0.7 0.25 1 1 2.07 0.15 20 20 2.03 3.7 2.5 2.05 3.38 6.21 0.15 0.85 4.7 0.2 0.3 0.7 2 1.38 3.19 0.2 1.23 4.95 0.15 5.55 0.2 4.4 8.9 0.65 0.15 2.03 3.7 2.5 5.42 6.21 0.3 0.1 0.55 4.57 0.5 2.2 0.3 0.65 2.2 0.85 1 0.85 0.15 20 1.4 0.9 0.73 2.91 2.53 4.86 0.44 1.86 4.25 1.63 1.4 1.4 0.9 0.15 3.68 0.15 0.7 1.65 0.3 3.5 1.22 0.15 1.31 4.4 0.35 0.15 19.85 2.29 4.25 3.03 1.6 1.83 2.2 4.67 2.29 4.25 0.15 1.48 0.62 0.38 1.57 3.1 1.35 0.45 0.95 2 0.05 1.2 0.65 0.4 0.3 0.3 1 2.07 0.15 20 2.03 3.7 2.5 2.05 3.38 6.21 0.15 1.85 1.9 1 0.8 0.2 0.3 0.7 2 1.38 3.34 0.2 1.53 0.5 3.5 0.5 0.15 20 8.5 4 4.5 5.5 0.81 1.5 0.72 0.7 0.88 0.81 1.13 4.95 6.7 2.03 3.7 2.5 2.05 3.38 6.21 2.02 0.13 0.13 0.13 3.06 3.12 0.88 0.42 7.87 1.91 0.56 1.21 0.15 4.39 3.48 5.98 0.3 20 0.13 3.17 0.15 1.08 0.35 2.57 0.42 7.87 6.08 0.13 3.32 1.08 0.35 2.57 0.42 7.87 3 0.2 0.2 0.4 1.15 4.95 2.9 3.78 2.3 5.08 2.6 6 0.15 1.4 2.6 0.58 1.45 0.2 1.42 2.8 0.8 0.4 0.4 1.4 0.4 0.3 2.52 0.2 0.98 0.6 1.25 0.15 2.03 3.7 2.5 2.05 3.38 6.21 20 4.25 2.29 4.67 2.2 1.83 1.6 3.03 0.15 2.07 1 1 0.65 1.2 1.88 2 0.95 0.45 1.3 3.2 1.52 0.38 0.62 0.35 0.61 0.7 20 3.03 1.6 1.83 2.2 4.67 2.29 4.25 0.3 2.7 0 0.01 1 2.15 5.27 2.88 1 2.07 0.15 20 0.39 3.06 1.43 2.57 0.42 7.87 3.03 3.43 9.15 4.25 2.03 3.7 2.5 2.05 3.38 6.21 3.03 1.6 1.83 2.2 4.67 2.29 4.25 2.03 3.7 2.5 5.42 6.21 6.21 3.38 2.05 2.5 3.7 2.03 0.15 4.5 1.53 3.54 1.38 2 0.35 0.65 0.2 0.8 1 1.9 1.85 0.15 20 0.26 3.06 1.63 2.37 0.42 7.74 0.13 0.26 3.06 1.63 1.49 1.3 7.87 3.32 1.63 1.49 1.3 1.02 5.55 20 2.91 0.44 19.85 4.95 1.6 1.83 1.18 1.98 2.69 1.48 1 0.2 4.15 0.8 1.35 0.15 1.35 0.15 0.65 0.75 1.1 1.55 0.7 0.25 1 1 2.07 0.15 20 20 2.03 3.7 2.5 2.05 3.38 6.21 0.15 0.85 4.7 0.2 0.3 0.7 2 1.38 3.19 0.2 1.23 4.95 0.15 0.2 4.4 8.9 0.65 0.15 2.03 3.7 2.5 5.42 6.21 0.3 5.88 0.55 4.57 0.5 2.2 0.3 0.65 2.2 0.85 1 0.85 0.15 1.4 0.9 0.73 2.53 4.86 1.86 4.25 1.63 1.4 1.4 0.9 0.15 3.68 0.15 0.7 1.65 0.3 3.5 1.22 0.15 1.31 4.4 0.35 0.15 2.29 4.25 3.03 1.6 1.83 2.2 4.67 2.29 4.25 0.15 1.48 0.62 0.38 1.57 3.1 1.35 0.45 0.95 2 1.88 1.2 0.65 0.4 0.3 0.3 1 2.07 0.15 20 2.03 3.7 2.5 2.05 3.38 6.21 0.15 1.85 1.9 1 0.8 0.2 0.3 0.7 2 1.38 3.34 0.2 1.53 0.5 3.5 0.5 0.15 20 6.7 BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 PROYECTÓ Y DIBUJÓ SUP.TERRENO 350.00 M2 LUGAR Y FECHA C A S A – H A B I T A C I O N DESARROLLO CONSULTIVO PROYECTO PROPIETARIO UBICACION TIPO DE PLANO NOMBRE DE PLANO SUP.CONSTRUCCION 296.44 M2 ACOTACION A-1 ARQUITECTONICO C L A V E OBSERVACIONES ESCALA GRAFICA .5 0 METROS 2 1 ORIENTACION CROQUIS DE LOCALIZACION ESPECIFICACIONES 3.5 3 A 1-3 PLANO 1:75 ESCALA DETALLES CIMENTACION ESCALA: SIN ESCALA DETALLES CIMENTACION ESCALA: SIN ESCALA FIRME DE CONCRETO SIMPLE PROYECTÓ Y DIBUJÓ SUP.TERRENO LUGAR Y FECHA C A S A – H A B I T A C I O N DESARROLLO CONSULTIVO PROYECTO PROPIETARIO UBICACION TIPO DE PLANO NOMBRE DE PLANO SUP.CONSTRUCCION METROS ACOTACION E-1 ESTRUCTURAL – DETALLES C L A V E OBSERVACIONES .5 ESCALA GRAFICA 0 METROS 2 1 ORIENTACION CROQUIS DE LOCALIZACION ESPECIFICACIONES 3.5 3 3-3 PLANO 1:75 ESCALA CADENA C-1 TRABE T-1 DOBLES DE VARILLAS 1/4 LARGO LARGO DE LOSA CERRAMIENTO/TRABE 1/4 LARGO 2 CMS. DE RECUBRIMIENTO MIN. 0.11 DETALLE DE LOSA ESCALA: SIN ESCALA 25 MURO DE TABIQUE DE 14 CMS DE ESP. P E N D I E N T E 10 CMS MURO DE TABIQUE DE 14 CMS DE ESP. CASTILLO ARMEX 15-15-4 Fc=150 60 70 15 CASTILLO ARMEX 15-15-4 Fc=150 30 33 30 CARCAMO 30 15 300 CASTILLO ARMEX 15-15-4 Fc=150 15-15-4 Fc=150 CASTILLO ARMEX 215 185 LOSA DE FONDO DE CONCRETO SIMPLE Fc=200 KG/CM2 DE 10 CMS APLANADO PULIDO INTERIOR REFORZADA CON MALLA ARMEX 6×6 6/6 LOSA DE CONCRETO Fc=200 KG/CM2 ARMEX 15-20-4 TUERCA UNIVERSAL DE COBRE 1 1/4″ TUBO DE COBRE 1 1/4″ CHECK DE BRONCE 25 MM VALVULA DE FLOTADOR DE 13 MM 10 MEDIDOR VIENE DEL 60×60 FLOTADOR DE GLOBO ALTURA DE SARDINEL 10 SUBE AGUA FRIA A TINACOS CON TUBERIA DE COBRE 19 MM MOTOR MONOFASICO DE 1/2 HP TAPA METALICA TIPO “DIAMANTE” TUERCA UNIVERSAL 19 MM CADENA CON MURO DE TABIQUE DE BARRO DE 14 CMS DE ESP. ASENTADO CON MORTERO DE ALBANI- LERIA Y APLANADO INTERIOR CON MORTERO Y ADHITIVO FESTER ACABADO PULIDO. CHAFLAN DE MORTERO DE 7×7 CMS 150 ARMEX 15-20-4 20 10 CADENA CON SECCIÓN LONGITUDINAL ESCALA: S/E PLANTA DE CISTERNA ESCALA: S/E COTAS: CENTIMETROS COTAS: CENTIMETROS TRABE DE CONCRETO ARMADO PROYECCION PLACA DE MARMOL MESETA DE CONCRETO ARMADO LAVABO OVALIN MCA. HELVEX O SIMILAR MORTERO DE CEMENTO ARENA PROPORCION 1:3 O PEGAMARMOL FALDON DE MARMOL 5 49 5 42 49 5 5 ARMADO PARA LAVABOS ESCALA: SIN ESCALA RESPONSABLE DE OBRA RESPONSABLE DE OBRA SALA N+ 0.225 COCINA R H N+ 0.375 C L TV LAVADO N+ 0.375 COMEDOR N+ 0.375 CUARTO DE N+ 0.125 N+ 0.000 N+ 0.000 ESTUDIO N+ 0.375 BAR N+ 0.375 1/2 BAÑO N+ 0.375 PASILLO N+ 0.125 N+ 0.250 N+ 0.125 N+ 0.375 N+ 0.250 PRINCIPAL N+ 0.375 ACCESO C L D DESAYUNADOR L S D PASILLO N+ 0.375 SALA N+ 0.225 TV N+ 0.125 N+ 0.000 N+ 0.000 S PASILLO N+ 0.125 PASILLO N+ 3.435 C L C L C L C L RECAMARA 01 N+ 3.435 TV RECAMARA 02 N+ 3.435 TV TV C L C L C L N+ 0.375 N+ 0.545 N+ 0.545 N+ 0.715 N+ 0.715 N+ 0.885 N+ 0.885 N+ 1.055 N+ 1.055 N+ 1.225 N+ 1.225 N+ 1.395 N+ 1.395 N+ 1.565 N+ 1.565 N+ 1.735 N+ 1.735 N+ 1.905 N+ 1.905 N+ 2.075 N+ 2.075 N+ 2.245 N+ 2.245 N+ 2.415 N+ 2.415 N+ 2.585 N+ 2.585 N+ 2.755 N+ 2.755 N+ 2.925 N+ 2.925 N+ 3.095 N+ 3.095 N+ 3.265 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 N+ 3.265 N+ 3.435 BAÑO N+ 3.435 BAÑO N+ 3.435 PRINCIPAL N+ 3.435 RECAMARA PRINCIPAL N+ 3.435 BAÑO VESTIDOR N+ 3.435 S N+ 0.375 N+ 0.545 N+ 0.545 N+ 0.715 N+ 0.715 N+ 0.885 N+ 0.885 N+ 1.055 N+ 1.055 N+ 1.225 N+ 1.225 N+ 1.395 N+ 1.395 N+ 1.565 N+ 1.565 N+ 1.735 N+ 1.735 N+ 1.905 N+ 1.905 1 2 3 4 5 6 7 8 1/2 BAÑO N+ 0.250 1 2 3 4 5 6 7 8 B C D E F G A 1 2 3 4 5 6 7 8 B C D E F G 3´ 4´ 7´ A B C D E F G A B C D E F G PLANTA BAJA ESCALA: 1:75 PRIMER NIVEL ESCALA: 1:75 FACHADA PRINCIPAL DE CALLE ESCALA: 1:75 FACHADA PRINCIPAL ESCALA: 1:75 PROYECTÓ Y DIBUJÓ SUP.TERRENO 350.00 M2 LUGAR Y FECHA C A S A – H A B I T A C I O N DESARROLLO CONSULTIVO PROYECTO PROPIETARIO UBICACION TIPO DE PLANO NOMBRE DE PLANO SUP.CONSTRUCCION 296.44 M2 METROS ACOTACION A-2 ARQUITECTONICO C L A V E OBSERVACIONES .5 ESCALA GRAFICA 0 METROS 2 1 ORIENTACION CROQUIS DE LOCALIZACION ESPECIFICACIONES 3.5 3 2-3 PLANO 1:75 ESCALA RESPONSABLE DE OBRA A 1 2 3 4 5 6 7 8 B C D E F G 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C D E F G X X´ X X´ A B C D E F G X X´ 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 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 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 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 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 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 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 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 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE AZOTEAS ESCALA: 1:75 FACHADA LATERAL ESCALA: 1:75 FACHADA LATERAL ESCALA: 1:75 SECCION X-X´ ESCALA: 1:75 FACHADA POSTERIOR ESCALA: 1:75 Pendiente Pendiente Pendiente Pendiente Pendiente A 1 2 3 4 5 6 7 8 B C D E F G A 1 2 3 4 5 6 7 8 B C D E F G 3´ 4´ 7´ PLANTA DE CIMENTACION ESCALA: 1:75 Y AZOTEAS ESCALA: 1:75 CD-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE FIRME DE CONCRETO SIMPLE K-1 K-1 d3@15cms d3@15cms d3@15cms d3@15cms d3@15cms d3@15cms d3@15cms d3@15cms d3@15cms T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 350.00 M2 296.44 M2 FACHADA DE PALAPA ESCALA: 1:75 ARMADO DE ENTREPISO 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 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 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 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 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 5 5 5