Home Health DWG Elevation for AutoCAD

Home Health DWG Elevation for AutoCAD

PLANT ARCHITECTURAL PLANTS FOUNDATION; STANDARD PRINCIPAL ELEVATION SIDE AND ASSEMBLY PLANT.

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

table of dalas and castles, name, section, stirrups, armed, fig., septic tank, cut, both directions, entrance, height of mud, plug of record, cement or mud, perimeter with, dala concrete, the board. , cement in, mortar, chamfer with, polished cement, flattened with, vitrified, log, plant, precast, slabs, log, log cover, outlet, cement based, cornice detail, detail, simple concrete, thin cement, cut cc, placement of, the first layer, partition, wall, partition, absorption well, cut pp, filling, gravel, freatic, distance, level, without joining, masonry, trabe, contratrabe, var ., in both directions, with partition, cement, level, level, level with, partition, pipe, dome, acrylic, metal mesh, zenith, lighting, water tank, ban, dpvc, npt, isthmus, palace municipal, street sn., francisco, plot, sketch of location, oaxaca, school, magdalena teitipac, church, north, house – room, stair a :, general, date :, owner :, plane :, location :, of :, sheet :, arq. cristian j. ramírez guerrero, registry, expert, project, authorization, the measures govern the plan., Ban, blackwater descent, raj, ran, baja, rap, location, tv, descent of soapy water, rainwater register, water register soapy, black water register, had fan, saf, bac, baf, symbology, bap, hot water network, pipe reduction, black water network, soapy water network, rainwater runoff, stormwater network, pipe of copper, cold water, cold water, low hot water, electro-pump, bypass valve, heater, cold water, the grill that will be assembled first will be the one, without first being checked your armado., cough will be depending on the elements to be cast, the size of the gravel to be used will not exceed, no structural element can be cast, short sense corresponding to the assembly of, the coating on structural elements, the degree of fluidity of the different concretes, , the curing of the elements s structural sera, load and then the temperature, walls of annealed red partition seated with, the concrete in the slabs, castles and chains, general notes, north, transversal, longitudinal, name of the work, municipality, review, expert, scale , dimension, health house, architectural plant, foundation plant, main elevation, side elevation, roof plant

Raw text data extracted from CAD file:

d 1/4" @ 15 6d 3/8" 2 fig (3) fig (1) fig (2) C CC CD 30X30 15X25 15X25 d 1/4" @ 15 d 1/4" @ 15 d 1/4" @ 15 8d 1/2" 6d 3/8" 6d 3/8" 3 1 2 TABLA DE DALAS Y CASTILLOS K1 K NOMBRE 15X20 15X15 SECCION ESTRIBOS d 1/4" @ 15 4d 3/8" ARMADO 1 FIG. \A1;1.50 \A1;0.15 \A1;2.00 \A1;0.10 \A1;0.08 \A1;0.90 \A1;0.25 \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.50 \A1;2.50 FOSA SEPTICA CORTE ambos sentidos @ 30 cm en 2.00 entrada entrada 1.50 altura de lodos tapon de registro de cemento o barro 0.05 0.30 4 varillas d 3/8" y vitrificado 15 cm d cemento o barro codo de 90 de 0.90 0.15 @ 35 cm. anillos de 1/4" d perimetral con dala de concreto 0.25 varillas 3/8" d la junta. cemento en mortero de chaflan con proporcion 1:3 cemento pulido aplanado con vitrificado 0.30 registro 0.50 varillas 3/8" d ambos sentidos @ 30 cm en PLANTA precoladas losas registro de tapa de registro 50 cm. minimo "T" de 15 cms. d de 0.10 salida 0.08 2.50 salida tapa de registro K \A1;0.80 \A1;0.30 \A1;.015 \A1;0.20 \A1;0.80 \A1;0.30 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.20 0.80 0.80 0.20 0.15 0.30 M 0.80 .015 0.30 M1 0.80 0.20 SO O NO S SE E N NE A BASE DE CEMENTO DETALLE DE CORNISA DETALLE "A" \A1;0.10 \A1;0.35 \A1;2.35 \A1;1.00 \A1;0.60 \A1;1.30 0.35 concreto simple 15 cm espesor con fino de cemento registro 0.10 1.30 CORTE C-C P 0.60 colocacion de la primera capa de tabique muro de tabique P POZO DE ABSORCION 2.35 1.50 CORTE P-P relleno de grava C freatico distancia al nivel 1.00 sin juntear mamposteria C TRABE CONTRATRABE Est. d 1/4 @5-5, @5-10 y los demas @15cm Est. d 1/4 @5-5, @5-10 y los demas @15cm -15.43439483939116 -15.43439483939116 -15.43439483939116 -15.43439483939116 -15.43439483939116 CT 2d1/2" T 2d1/2" 2d1/2" Se armara con 6d 1/2" Se armara con 6d 1/2 " 2d1/2" 2d1/2" 2d1/2" \A1;1.20 \A1;1.15 \A1;0.05 \A1;0.10 \A1;0.05 \A1;VAR. \A1;VAR. \A1;1.20 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.45 \A1;0.45 \A1;1.15 \A1;0.10 \A1;0.05 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.95 \A1;1.20 \A1;0.90 \A1;0.45 \A1;0.30 \A1;1.20 \A1;0.075 \A1;0.20 \A1;0.95 \A1;0.05 \A1;0.10 \A1;0.05 \A1;1.15 \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.075 \A1;1.20 \A1;1.20 \A1;0.45 \A1;0.075 \A1;0.45 \A1;0.15 \A1;0.075 \A1;0.45 \A1;0.45 \A1;0.075 \A1;0.45 \A1;0.95 \A1;0.45 \A1;0.15 \A1;0.075 \A1;0.075 1.20 1.15 0.05 0.10 0.05 Z-3 VAR. VAR. 1.20 0.20 0.05 0.30 0.45 0.45 1.15 0.10 0.05 0.45 0.05 0.05 0.95 en ambos sentidos d3/8"@20cm 1.20 0.90 0.45 0.30 1.20 0.075 0.20 0.95 0.05 0.10 0.05 1.15 0.90 0.15 0.15 Z-1 d3/8"@20cm en ambos sentidos d3/8"@20cm en ambos sentidos 0.15 0.075 1.20 1.20 0.45 0.075 Z-2 0.45 0.15 0.075 0.45 0.45 Z 0.075 0.45 0.95 0.45 0.15 0.075 0.075 -19.21043791094004 -19.21043791094004 -19.21043791094004 ZC -19.21043791094004 ZC-2 -19.21043791094004 -19.21043791094004 CD VAR. No.3 @ 15 cm. -19.21043791094004 VAR. No.3 @ 15 cm. CON TABIQUE DE CEMENTO ENRASE -19.21043791094004 TERRENO NIVEL DE CD VAR. No. 3 @ 15 cm. ENRASE CON TABIQUE VAR. No.3 @ 15 cm. -19.21043791094004 DE CEMENTO NIVEL DE TERRENO -19.21043791094004 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.30 PVC 4"d TUBO \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 DOMO DE ACRILICO 80x80 MALLA DE METAL DESPLEGADA CAL. 20 CENITAL ILUMINACION -31.8819673058379 -31.8819673058379 -31.8819673058379 -31.8819673058379 TINACO Cap. 1100 Lts. Cap.1100Lts. TINACO BAN 4" dPVC 4 "dpvc pend.2% ±0.00 NPT \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.05 \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.04 \A1;0.12 @12-24cm \A1;. \A1;. \A1;. \A1;3.50 \A1;3.80 \A1;4.00 \A1;4.40 -0.0000000694791993 AL ISTMO PALACIO MUNICIPAL CALLE Sn. FRANCISCO A 500 Mts PREDIO CROQUIS DE LOCALIZACION A OAXACA ESCUELA MAGDALENA TEITIPAC IGLESIA NORTE CASA - HABITACION MAYO DE 2001 Escala: 1 : 100 GENERAL Fecha: Propietario: Plano: . . Ubicacion: . De: (UNO) 1 Hoja: Dib.: Arq. Cristian J. Ramírez G. Murguia # 805-A Oaxaca, Oax. Arq. Cristian J. Ramírez Guerrero Registro Perito A - 0821 - A PROYECTO -0.0000000694791993 -0.0000000694791993 Autorizacion -0.0000000694791993 -0.0000000694791993 -0.0000000694791993 -0.0000000694791993 LAS MEDIDAS RIGEN AL PLANO. B.A.N. BAJADA DE AGUAS NEGRAS R.A.J. R.A.N. B.A.J. R.A.P. Localizacion T.V. BAJADA DE AGUAS JABONOSAS REGISTRO DE AGUAS PLUVIALES REGISTRO DE AGUAS JABONOSAS REGISTRO DE AGUAS NEGRAS TUVO VENTILADOR S.A.F. B.A.C. B.A.F. SIMBOLOGIA B.A.P. Cu C RED DE AGUA CALIENTE REDUCCION DE TUBERIA RED DE AGUAS NEGRAS RED DE AGUAS JABONOSAS BAJADA DE AGUAS PLUVIALES RED DE AGUAS PLUVIALES TUBO DE COBRE SUBE AGUA FRIA BAJA AGUA FRIA BAJA AGUA CALIENTE ELECTRO-BOMBA VALVULA DE PASO CALENTADOR RED DE AGUA FRIA SERA DE 2.5cm MAXIMO POR 5 DIAS MINIMO LA PARRILLA QUE SE ARMARA PRIMERO SERA LA DEL SERA f'c=200kg/cm Y SE USARA UN Fy=4200Kg/cm. ARMARA CON VARILLA DE d 3/8" MORTERO C-C-A PROPORCION 1:3:6 SIN ANTES SER REVISADO SU ARMADO. d 19 mm SIN CONTENER MATERIAL ORGANICO. NO SE PODRA DESCIMBRAR ANTES DE LOS 28 DIAS. LOS REGISTROS SERAN DE 40 X 60 CMS. TOS ESTARA EN FUNCION DE LOS ELEMENTOS A COLAR EL TAMANO DE LA GRAVA A USAR NO EXCEDERA DE NO SE PODRA COLAR NINGUN ELEMENTO ESTRUCTURAL SENTIDO CORTO QUE CORRESPONDE AL ARMADO DE EL RECUBRIMIENTO EN ELEMENTOS ESTRUCTURALES LAS LOSAS TENDRAN UN ESPESOR DE 10 CMS SE EL GRADO DE FLUIDEZ DE LOS DIFERENTES CONCRE- EL CURADO DE LOS ELEMENTOS ESTRUCTURALES SERA CARGA Y DESPUES EL DE TEMPERATURA MUROS DE TABIQUE ROJO RECOCIDO ASENTADO CON EL CONCRETO EN LAS LOSAS, CASTILLOS Y CADENAS 2 2 NOTAS GENERALES N O R T E -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 -33.2923936620134 32.00 3.00 0.60 0.60 1.50 9.00 3.00 2.50 1.00 0.80 \A1;0.40 \A1;0.50 \A1;0.15 \A1;3.00 \A1;0.20 \A1;0.35 5 5 5 5 5 0.3499999999999837 \A1;0.60 \A1;1.75 \A1;2.15 \A1;0.06 \A1;2.25 \A1;2.60 -29.67998401643454 -29.67998401643454 -29.67998401643454 -29.67998401643454 -29.67998401643454 -29.67998401643454 PLANTILLA DE CONCRETO f'c=150kg/m2 SECCION ALERO CORTE X' - X" TERRENO COMPACTADO AL 95% CON PROCTOR. \A1;0.06 \A1;2.25 \A1;2.60 \A1;0.60 \A1;1.75 \A1;2.15 \A1;0.06 \A1;2.25 \A1;0.45 \A1;0.80 \A1;2.00 \A1;2.40 \A1;1.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;3.00 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.06 \A1;0.06 \A1;2.25 \A1;2.60 \A1;0.60 \A1;1.75 \A1;2.15 \A1;0.06 \A1;2.25 \A1;0.45 \A1;0.80 \A1;2.00 \A1;2.40 \A1;1.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;3.00 \A1;0.15 \A1;0.20 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -31.09983774508534 -17.94230285259375 -17.94230285259375 -17.94230285259375 -17.94230285259375 2.869209098116471 2.869209098116471 2.869209098116471 2.869209098116471 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.06 28.98725283246949 28.98725283246949 28.98725283246949 28.98725283246949 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.06 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.06 16.13904508003452 16.13904508003452 16.13904508003452 16.13904508003452 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 -140.270353165247 \A1;26.00 \A1;7.00 \A1;12.00 \A1;8.00 \A1;5.30 \A1;6.00 \A1;1.40 \A1;4.50 \A1;8.80 \A1;12.00 \A1;5.50 \A1;10.00 \A1;18.00 \A1;10.40 \A1;5.80 \A1;6.00 \A1;6.00 \A1;6.00 \A1;3.00 \A1;3.00 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 -134.1956970110045 \A1;6.00 \A1;3.15 \A1;5.80 \A1;10.40 \A1;6.00 \A1;6.00 \A1;3.00 \A1;3.00 \A1;18.00 \A1;10.00 \A1;5.50 \A1;12.00 \A1;8.80 \A1;4.50 \A1;1.40 \A1;6.00 \A1;5.30 \A1;8.00 \A1;26.00 \A1;2.10 \A1;2.10 \A1;12.00 \A1;7.00 \A1;3.10 \A1;3.30 NORTE \A1;0.15 \A1;2.20 \A1;1.35 \A1;1.28 \A1;1.08 \A1;0.15 \A1;6.20 \A1;0.15 \A1;2.20 \A1;0.15 \A1;1.40 \A1;0.15 \A1;4.05 \A1;0.15 \A1;3.75 \A1;0.15 \A1;4.05 \A1;0.15 \A1;4.83 \A1;1.08 \A1;0.15 \A1;6.20 \A1;3.00 \A1;3.25 \A1;0.10 \A1;1.10 \A1;4.45 \A1;0.15 \A1;2.20 \A1;1.35 \A1;1.20 \A1;0.15 \A1;1.00 \A1;0.15 \A1;6.20 \A1;0.15 \A1;2.20 \A1;0.15 \A1;1.40 \A1;0.15 \A1;4.05 \A1;0.15 \A1;3.75 \A1;0.15 \A1;4.05 \A1;0.15 \A1;4.75 \A1;0.15 \A1;1.00 \A1;0.15 \A1;6.20 \A1;4.45 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.20 \A1;0.15 \A1;2.20 \A1;1.35 \A1;1.28 \A1;1.08 \A1;0.15 \A1;6.20 \A1;0.15 \A1;2.20 \A1;0.15 \A1;1.40 \A1;0.15 \A1;4.05 \A1;0.15 \A1;3.75 \A1;0.15 \A1;4.05 \A1;0.15 \A1;4.83 \A1;1.08 \A1;0.15 \A1;6.20 \A1;0.08 \A1;0.15 \A1;0.56 \A1;0.20 ZAPATA CORRIDA \W5.15464; (ZC1) 0.90 0.80 \A1;VARILLA DE 1/2" @ 15 CMS EN AMBOS SENTIDOS -15.62011656254469 -15.62011656254469 \A1;CASTILLO DE CONCRETO ARMADO CON 4 VARILLA DE 3/8" Y ESTRIBOS DE 1/4" A CADA 15 CMS. -15.62011656254469 -15.62011656254469 \A1;CADENA DE DESPLANTE ARMADA 4 VARILLA DE 3/8" Y ESTRIBOS DE 1/4" A CADA 20 CMS. \A1;MURO DE ENRACE CON TABICON DE CONCRETO DE 14X10X28 CMS ASENTADO CON CEM-ARE PROP. 1.3 PLANTILLA DE CONCRETO SIMPLE F'c=150KG/CM2. \A1;VARILLA DE 3/8" @ 15 CMS EN SENTIDO TRANSVERSAL Y @ 20 CMS EN SENTIDO LONGITUDINAL \A1;VARILLA DE 3/8" @ 15 CMS EN SENTIDO TRANSVERSAL Y @ 20 CMS EN SENTIDO LONGITUDINAL. \A1;ARMADO DE LA PARRILLA VISTA EN PLANTA TRANSVERSAL LONGITUDINAL VRS # 3 @ 15 CM VRS # 3 @ 20 CM 0.20 0.30 0.15 0.15 0.15 0.15 0.15 0.15 0.20 0.20 NOMBRE DE LA OBRA MUNICIPIO PROYECTO REVISO PERITO ESCALA ACOTACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CASA DE SALUD 5 5 5 5 5 5 A C B A C B 1 2 3 1 2 3 1 2 3 K K K K K K K K K K K CL CL ZC ZC ZC ZC ZC PLANTA ARQUITECTONICA PLANTA DE CIMENTACION ALZADO PRINCIPAL ALZADO LATERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C B A C B 1 2 3 1 2 3 PLANTA DE AZOTEA

Language	Spanish
Drawing Type	Elevation
Category	Hospital & Health Centres
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	architectural, ASSEMBLY, autocad, CLINIC, DWG, elevation, FOUNDATION, health, health center, home, Hospital, medical center, plant, plants, principal, Side, standard