Municipal Level, Detached House DWG Block for AutoCAD

Municipal Level, Detached House DWG Block for AutoCAD

Municipal Plan, 3 bedroom detached house, terrain 288m2

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

tape beam, e.m., l.m., access, aºbº, empty on being, dimensions faith court b. bent b. right, ab, reaction, post light shape load, beams, qe m, stirrups observations, ra rb sep sep sep sep., slabs, pos, load, armor, light type q mfm ra rb w section obs, tyranny, roof inaccessible, sheet metal cover, reserve tank, free runoff, aluminized steel, bb cut, belt, aa cut, ground floor, upper floor, façade, aluminized steel sheet roof, visible wood ceiling, painted plaster finish, blocks of hº textured, cºrº of hº seen, floor of hº llaneado, ceiling of hº seen, floor of hº llaneado, subfloor of hº, anodized aluminum carpentry white color, floor of hº llaneado, wood carpentry, wood border finish, paso, calle julio arin, cdyv, ppa, ci, regulatory path, free land, roof plant, total, —-, pb, cubiert a, sheet of surfaces, half-covered, sup. cub., pa, structure of bases and chained, silhouette of ground floor surfaces, silhouette of high floor surfaces, termination in hº llaneado, hº aº structure, stair detail, belts, cantilever, work :, owner :, legajo, zonificacion , destination:, domicile, inspector, surfaces, land, nomencl., cadastral, circums, section, block, plot, to build, detached house, location, manz, lot, services, water, sewer, light, gas, pavim ., telef., sup. cover p.b., sup. cover p.a., total, free, owner of domain: urban commitments applicable to the property, the approval of the plans does not imply the construction permit, which will be governed by relevant regulations and validity of said plans. the qualification of the farm or premises will be granted upon extension of the final certificate of work., the calculation of structure and execution of the works is the exclusive responsibility of the professional and owners., project and address :, construction :, file, number, letter, year, op, detail of base, bases, columns, fb fe stirrups, tadm, balance of surfaces

Raw text data extracted from CAD file:

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E.M. E.M. E.M. E.M. E.M. L.M. L.M. ACCESO 1 2 3 5 6 8 9 AºBº 10 11 VACIO SOBRE ESTAR 12 13 14 15 16 17 18 19 20 BO H D B CM2 CANT 0 &o &b CANT 0 CANT 0 0 SEP. DIMENSIONES Fe CORTE B. DOBLADAS B. DERECHAS A B REACCION POS LUZ FORMA CARGA VIGAS BCN=130 KG./CM2 BS=4200KG./CM2 Qe M ESTRIBOS OBSERVACIONES BCN=130 KG./CM2 BS=4200KG./CM2 RA RB H D O SEP O SEP OBS. L1 LOSAS POS S/C CARGA L2 M ARMADURA TENSION ADM. MADERA 80KG/CM2 TIPO LUZ Q MFM RA RB W SECCION OBS. TIRANTERIA AZOTEA INACCESIBLE PTE 1% CUBIERTA DE CHAPA PENDIENTE 10% TANQUE RESERVA CAP. 1000 LTS. LIBRE ESCURRIMIENTO DE ACERO ALUMINIZADO DE ACERO ALUMINIZADO CUBIERTA DE CHAPA PENDIENTE 10% LIBRE ESCURRIMIENTO CARGA h=0.15m CARGA h=0.15m D.P. :24.5CM*47.5CM T.V. 0.15*0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 baranda h=1.00 A B A B + 8.80 CORTE B-B A B A B L.M. E.M. E.M. L.M. E.M. E.M. E.M. E.M. E.M. E.M. E.M. E.M. L.M. E.M. E.M. L.M. E.M. E.M. E.M. L.M. E.M. E.M. L.M. E.M. E.M. E.M. L.M. E.M. E.M. L.M. CORREA CORREA POSICION 2 POSICION 2 POSICION 1 POSICION 1 POSICION 3 CORREA V29 C15 V25 + 3.00 + 0.00 + 0.30 + 2.85 + 8.80 + 3.00 + 0.30 + 6.44 + 2.85 + 6.64 + 5.70 + 6.75 5 5 5 + 6.43 + 5.66 5 5 5 CORTE A-A PLANTA BAJA PLANTA ALTA FACHADA + 8.80 + 6.59 + 0.30 + 0.00 + 2.85 Cubierta de chapa de acero aluminizado cielorraso madera a la vista Terminación de revoque pintado Terminación de revoque pintado Bloques de Hº texturado cºrº de Hº visto piso de Hº llaneado cielorraso de Hº visto piso de Hº llaneado contrapiso de Hº Carpintería de aluminio anodizado color blanco Cubierta de chapa de acero aluminizado Bloques de Hº texturado cielorraso madera a la vista piso de Hº llaneado cielorraso de Hº visto cielorraso madera a la vista piso de Hº llaneado baranda h=1.00 Carpintería de aluminio anodizado color blanco Carpintería de aluminio anodizado color blanco Cubierta de chapa de acero aluminizado Carpintería de madera Terminación de revoque pintado Terminación cenefa de madera 5 5 5 5 5 4 PASO 5 5 5 5 5 5 5 5 baranda h=1.00 m 5 5 5 7 CALLE JULIO ARIN 2 1/2" CDyV PPA C.I. 5 PL BA E.M. E.M. PPA PPA CDyV CDyV CDyV C.I. PC BA 4" 4" 2 1/2" 4" VEREDA REGLAMENTARIA 5 4" TERRENO LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 muro medianero h= 2.00 m muro medianero h= 2.00 m muro medianero h= 2.00 m muro medianero h= 2.00 m muro medianero h= 2.00 m + 0.30 + 0.20 + 0.15 + 0.00 + 0.00 TERRENO LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 baranda h=1.00 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 baranda h=1.00 m baranda h=1.00 m 5 5 5 5 + 3.00 T.V. 0.15*0.25 PLANTA DE TECHOS 5.95 6.05 11.21 5.01 1.39 1.28 1.05 0.64 2.60 1.00 1.60 B A C D E F 6.20 5.95 6.25 5.01 G 1.21 1.22 1.33 4.70 1.05 3.12 1.27m2 0.15 3.50 0.20 0.94 1.96 1.08 1.05 1.19 2.33 H I M N O 32.36 m2 total 158.89 m2 1.27 m2 ---- ---- H I J ---- ---- 0.41 m2 L M 0.52 m2 3.80 m2 K 71.60 m2 P.B. ---- ---- B C 30.31 m2 0.89 m2 ---- ---- ---- D E F G 1.28 m2 2.73 m2 ---- 66.70 m2 n cubierta A PLANILLA DE SUPERFICIES semicubierta J K L P ---- 1.28 m2 N ---- 0.99 m2 O 4.57 m2 ---- P 2.05 m2 36.89 m2 31.31 m2 6.25 m2 ---- ---- ---- SUP. CUB. 32.36 m2 SUP. S/CUB. P.B. 87.29 m2 SUP. CUB. P.A. ESTRUCTURA S/ PLANTA ALTA ESTRUCTURA S/PLANTA BAJA ESTRUCTURA DE BASES Y ENCADENADOS SILUETA DE SUPERFICIES PLANTA BAJA SILUETA DE SUPERFICIES PLANTA ALTA 0.12 0.28 0.02 0.26 0.18 Terminación en Hº llaneado Estructura de Hº Aº DETALLE DE ESCALERA 1 3.6 2.7 290 200 600 735 10.5 12 10 15 10 15 735 25 400 2 2.1 6.2 290 200 490 10.5 12 8 15 6 15 735 700 3 3.6 4.7 290 200 735 10.5 12 10 15 10 300 4 2.1 1.0 290 200 250 10.5 800 5 3.1 4.8 360 200 840 13.5 12 10 15 10 6 290 200 300 7 1.0 3.8 290 200 250 10.5 12 15 15 8 2.1 2.2 290 200 490 10.5 12 15 9 1.1 11.8 290 200 250 10.5 12 15 800 300 300 490 250 12 8 15 6 25 840 12 4.8 3.1 840 840 12 10 12 10 15 13.5 250 490 250 8 6 25 8 8 8 6 25 3" X 5" POSICION 1 4.5 70 200 105 89 105 POSICION 2 3.5 70 200 105 89 3" X 5" POSICION 3 3.0 70 200 105 89 3" X 5" CORREAS 4.00 100 305 600 146 4" X 8" 105 105 600 12 4 3.14 15 30 3.000 1/8 12 27 720 1.450 T 3.6 V1 2 12 1.4 1.4 6 15 V25 720 12 2 1.420 L 3.0 V4 1/8 710 30 27 12 3.000 15 1.400 3.5 V10 1/8 700 700 30 27 12 3.000 15 1.200 2.7 V24 1/8 600 600 30 27 12 3.000 15 1.400 T 1.0 1/8 700 700 30 27 12 3.000 15 1.420 L 2.5 V9 V16 1/8 710 710 40 37 12 3.000 15 1.200 L 2.1 1/8 600 600 30 27 12 3.000 15 2.500 L 6.0 V29 V26 1/8 1.250 60 57 15 6.000 18 1.500 L 3.7 V30 V27 1/8 750 750 3.000 2.1 V3 V8 V7 710 12 4 3.14 2 1.4 1.4 6 2 12 12 15 12 3.14 4 1.4 1.4 2 12 12 2 6 15 12 3.14 4 1.4 1.4 2 12 12 2 6 15 12 3.14 4 1.4 1.4 2 12 12 2 6 15 12 4.71 6 1.4 1.4 3 12 12 3 6 15 12 3.14 4 1.4 1.4 2 12 12 2 6 15 12 6.28 8 2.8 2.8 4 12 12 4 6 15 12 4.71 6 1.4 1.4 3 12 12 3 6 15 V12 V23 V22 V19 V14 L L V15 V20 V18 V13 V11 VOLADIZO V21 V6 V2 1.250 15 57 60 18 V28 V31 12 1.500 L 750 750 1/8 60 57 15 3.000 6 4.71 18 3 1.4 1.4 3 6 12 12 15 A1 b2 A2 b1 A3 C3 N OBRA: PROPIETARIO: LEGAJO ZONIFICACION DESTINO: DOMICILIO: ESCALA 1:100 INSPECTOR SUPERFICIES TERRENO m2 288 NOMENCL. CATASTRAL CIRCUNS. SECCION MANZANA PARCELA A CONSTRUIR VIVIENDA UNIFAMILIAR UBICACION 12 12 24 24 S/TITULO MANZ LOTE SERVICIOS agua cloaca luz gas pavim. telef. si si si si si no SUP. CUBIERTA P.B. 71.60 SUP. S/CUBIERTA P.B. SUP. CUBIERTA P.A. 32.36 87.29 191.25 TOTAL A DESARMAR / DEMOLER - 184.04 FOS MAX. 40 % SUP. MAX. LIBRE 115.20 m2 230.40 m2 FOS MAX. 80 % SUP. MAX. ADOP. 103.96 m2 ADOP. 191.25 m2 TITULAR DE DOMINIO: COMPROMISOS URBANOS APLICABLES AL INMUEBLE La aprobación de los planos no implica el permiso de construcción, el cual se regirá por normas pertinentes y vigencia de dichos planos. La habilitación de la finca o local se otorgará al extenderse el certificado final de obra. El cálculo de estructura y ejecución de las obras es responsabilidad exclusiva del profesional y propietarios. PROPIETARIO: PROYECTO Y DIRECCION: CONSTRUCCIÓN: EXPEDIENTE NUMERO LETRA AÑO O.P. AÑO B B A A ESCALA 1:10 DETALLE DE BASE ESCALA 1:10 DIMENSIONES ALTURA Fe1 Fe2 TM H D CM2 CANT. O CM2 CANT. 0 OBS. BCN=130 KG./CM2 BS=4200KG./CM2 t ADM.=3KG./CM2 BASES 1.70 1.30 2.50 B11 B16 4.72 22.100 1.20 B14 B7 10.400 3 4.72 20.000 0.80 0.80 25 25 25 0.30 0.30 0.30 25 0.30 0.30 25 0.30 25 0.30 0.30 0.30 40 7 3.14 20 10 40 40 7 3.14 20 7 3.14 20 10 10 30 30 30 0.90 CM2 A1 A2 A3 C1 C2 D1 D2 2.10 0.80 B9 B10 2.000 4.72 1.00 B6 B3 B15 B12 9.600 3 1.20 B2 B5 B13 B1 B4 B8 3 8.100 0.90 POS. N (T) SUP. 25 25 0.30 0.30 25 0.30 0.30 25 0.30 0.30 40 7 3.14 20 10 40 7 3.14 20 10 30 25 25 0.30 25 0.30 0.30 40 20 3.14 7 10 M 25 COLUMNAS BCN=130 KG./CM2 BS=4200KG./CM2 2 OBSERVACIONES 14 6.28 10 7 14 3.14 6.28 10 10 2.40 4.5 20 C20 C21 C18 C19 4.5 2.40 C16 25 20 4.52 4 12 400 1.000 40 4 4.52 12 21 1.34 13.4 37 15 15 13.4 21 1.34 37 6 6 Fb Fe estribos D1 D2 CM2 CM2 CANT 0 0 SEP HP W HP 14 6.28 7 3.14 10 10 C5 2.40 4.5 C14 C8 20 C15 C17 4.5 2.40 C11 C13 C9 C10 20 7 3.14 10 C3 C4 C6 C7 C2 C1 2.40 4.5 20 POS H N(T) 400 490 25 20 4.52 4 12 4.52 4 12 15 13.4 21 1.34 37 15 13.4 1.34 21 37 6 6 400 20 4.52 4 12 15 21 1.34 13.4 37 kg/cm Tadm 6 E.M. E.M. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BALANCE DE SUPERFICIES 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bedroom, block, casa, chalet, detached, dwelling unit, DWG, haus, house, Level, logement, maison, municipal, plan, residên, residence, single family, terrain, unidade de moradia, villa, wohnung, wohnung einheit