Popular Housing Trade Typology In Peru DWG Detail for AutoCAD

POPULAR HOUSING TRADE TYPOLOGY IN PERU . LOCATED IN SQUARE BEWEEN SIDELINE AND SECONDARY VIA,FLAT ROOF BY SHORTAGE OF RAIN IN PERU ; FLAT FACADES ;CONTAIN ARCHITECTURAL PLANESPLANES STRUCTURES; ELECTRIC INSTALLATIONS; SANITARY;LOCATION PLANES;PLANT 12.00m x 8.50m;FIRST AND SECOND LEVEL ;ISOMETRY WERE CAN SEE THE ELEVATION OF MAIN STREET AND SECONDARY;IN STRUCTURES PLANES OF FOUNDATION; LIGHTENED PLANES FIRST AND SECOND PLANTDETAIL OF FOUNDATIONS;SHOES DETAIL; COLUMN;BEAMS DETAIL; SPECIFICATION ARMED CONCRETE;MASONRY SPECIFICATIONS; FOUNDATION CONDITIONS AND DRAIN OF FIRST AND SECOND LEVEL;SEISMIC DESIGN PARAMETERS; STAIR DETAILS; IN ELECTRIC INSTALLATIONS WE HAVE FIRST AND SECOND LEVELS INSTALLATIONSe PLANES AND TABLE OF LEGEND; IN SANITARY INSTALLATIONS THE WATER PLANES AND DRAIN OF FIRST AND SECOND LEVEL WITH RESPECTIVE TABLES

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

kitchen, dining room, second level, ss.hh., bedroom, parents bedrooms, hall, first level, living room, dining room, foundations, column section aa, npt o.oo, detail of foundations, bxt, secc-ff, detail of lightened, detail of beams, cc, aa, bb, sections, receptacle, network, public, general, board, reservation, lighting, driver emp. in ceiling or wall, description, symbol, bracket, single or unipolar switch, light center, spot light, general board, meter, bipolar switch, legend, earthing hole, driver emp. in wall or floor, starter for stairs, detail of typical main beam, detail of typical secondary beam, goes to the public network, register box, low drain, elevated tank, rises water pipe to, low water pipe, ladder , valve check, tee, union with flanges, universal union, union or connection siamesa, tee with rise, tee with descent, gate valve, cross, water, return pipe of a. hot, connection of pipes without connection, water meter, hot water pipe, cold water pipe, simple laundry, double laundry, low tank toilet, wall urinal, tub, bidet, lavatory, double sanitary tee, drain, reduction , sanitary tee, straight tee, shower, sanitary appliances, brass threaded register, drain pipe, drain, ventilation pipe, corrugated steel :, concrete :, ground :, footings, foundations, columns, stairs, lightened, coverings :, beams, masonry, simple concrete, masonry unit, flat beams, overburden, foundation, summary of the conditions of the foundation, overload, slabs, masonry specifications, all the masonry units of walls and concrete specifications, to reach the resistant stratum, arrives electric power, public network, electric power goes up, tdg, arrives and raises energy, from tdg, arrives and low drains, arrives cold water, from public network, comes water from, arrived A and low water, comes and low water, walls and plates, mortar, parameters for the design earthquake resistant, cut slab lightened on each floor, – the building is made up of porticos columns, and concrete beams armed with walls and plates of, partitions will be made by machine., main street elevation, secondary street elevation, secondary street, location, main street

Raw text data extracted from CAD file:

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DORMITORIO DORMITORIOS PADRES HALL NPT + 3.38 NPT + 3.38 1 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 3 4 5 5 A B C A B C 5 5 5 5 5 5 5 5 5 5 5 A A B C 5 5 5 A 1 5 5 5 5 2 3 3 4 5 5 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.40 * 1.55 Alf. 0.80 1.00 * 1.55 Alf. 0.80 0.75 * 1.81Alf. 1.12 0.75 * 1.81Alf. 1.12 0.50 * 1.81 Alf. 1.12 0.80* 1.81Alf. 1.12 1.60* 1.81 Alf. 1.20 2.30*3.13 PRIMER NIVEL NPT + 0.10 ESTAR - COMEDOR DORMITORIO NPT + 3.38 NPT +3.38 SALA NPT + 0.10 TIENDA 02 SS.HH. 5 5 5 5 5 A B C 1 d 3/8'' @ 0.25 Z1 C1 1 1 2 2 5 5 1 d 3/8'' @ 0.25 Z3 C1 5 5 1 d 3/8'' @ 0.25 Z3 C1 5 5 1 d 3/8'' @ 0.25 Z1 C1 5 5 1 d 3/8'' @ 0.25 Z3 C1 5 5 1 d 3/8'' @ 0.25 Z3 C1 5 5 1 d 3/8'' @ 0.25 Z1 C1 5 5 1 d 3/8'' @ 0.25 Z1 C1 5 5 1 d 3/8'' @ 0.25 Z1 C1 5 5 1 d 3/8'' @ 0.25 Z2 C1 5 5 2 2 2 2 2 2 2 2 4 4 4 4 1 1 5 5 2 2 1 1 2 2 2 2 1 1 6 6 A B C 5 5 A 1 5 5 5 5 2 3 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACIONES 5 5 1 1 1 1 1 1 1 1 4 4 4 4 3 3 3 3 3 3 4 4 5 5 4 4 4 4 2 2 5 5 5 5 5 5 5 5 5 1' 3 4 2 5 5 5 1 SECCION COLUMNA A-A ESCALA 1:10 O 5/8" O 1/2" O 5/8" \A1;0.30 \A1;0.21 \A1;0.02 \A1;0.02 \A1;0.02 \A1;0.26 \A1;0.25 \A1;0.07 \A1;0.02 O 1/4", 2@0.03, 4@0.10, 3@0.15, R@0.20 A A \A1;0.25 COLUMNA 1 \A1;0.25 ESCALA 1:20 \A1;1.25m NPT O.OO 2O5/8"+1O1/2" ESCALA 1:20 ZAPATA 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:20 ZAPATA 1 5 5 5 5 5 5 5 5 ESCALA 1:20 ZAPATA 2 5 5 5 5 5 5 5 5 ESCALA 1:20 ZAPATA 4 DETALLE DE CIMIENTOS 5 N.T.N. ± 0.00 N.P.T. + 0.10 5 5 5 5 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 5 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 5 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 5 SECC-4-4 5 SECC-3-3 5 SECC-1-1 5 SECC-2-2 5 5 5 5 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 SECC-5-5 5 ESC. 1/20 5 5 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 SECC-6-6 5 0.25x0.25 C-2 1/4" 0.25x0.30 C-1 1/4" 4 O 1/2" 2 O 1/2" 4 O 5/8" b x t O 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 SECC-F-F 5 5 N.P.T. + 0.10 N.T.N. ± 0.00 5 5 5 5 5 5 5 5 A A ESCALA: 1/50 Ø DE TEMPERATURA 1/4" @ 0.20 5 5 5 5 5 5 ESC. 1/10 DETALLE DE ALIGERADO 1 2 3 1 2 3 5 5 1' A 5 5 5 5 B C C' D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA ALIGERADO 1ra y 2da. PLANTA 5 5 5 5 5 5 5 5 5 5 A' C D B 5 5 5 A ESCALA: 1/50 VS 104 ( .25x.20 ) VS 104 (.25X.20) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VP 104 ( 25x40 ) 1 d 3/8'' 1 d 3/8'' 1 d 1/2'' 1 d 1/2'' 1 d 1/2'' 1 d 1/2'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 3/8'' 1 d 3/8'' 1 d 1/2'' 1 d 3/8'' 1 d 3/8'' 1 d 1/2'' 5 VIGAS PRINCIPALES 1ro: Y 2do: NIVEL( 0.25 x0.40 ) ø 1/4", 2@ 0.05, 4@ 0.10, resto @ 0.25 5 5 1 d 1/2" 2 d 1/2'' ø 1/4", 2@ 0.05, 4@ 0.10, resto @ 0.25 5 5 2 d 5/8'' B B A A 1 d 1/2'' 5 5 5 1 A A C C A A 5 2 5 5 5 C C 1 1 A A 3 B B 2 d 1/2'' 2 d 1/2" 5 5 5 5 5 1 d 1/2'' 2 d 5/8'' 1 d 1/2" 1d 1/2'' 1d 1/2" 2 d 1/2" B A 5 5 2 d 1/2" ø 1/4", 2@ 0.05, 4@ 0.10, 2@0.15, resto @ 0.20 5 5 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 B B ø 1/4", 2@ 0.05, 4@ 0.10, 2@0.15, resto @ 0.20 ø 1/4", 2@ 0.05, 4@ 0.10, 2@0.15, resto @ 0.20 VIGAS SECUNDARIAS 1ro Y 2do: NIVEL(0.20X0.25) DETALLE DE VIGAS ESCALA GENERAL: 1/25 B B B B 1 1 1 1 1 1 1 1 ESCALA: H 1:25, V 1:25 ESCALA: H 1:25, V 1:25 C-C 5 5 1-1 A-A B-B 5 5 5 5 5 ESC. 1:10 SECCIONES 5 2d1/2" 1 d 1/2" 2d5/8" 2d1/2" 1 d 1/2" 2d5/8" 1 d 1/2" 2d1/2" 2dO5/8" 1 d1/2" 2d1/2" 2d1/2" COCINA TIENDA 03 TIENDA 01 PRIMER NIVEL ESTAR - COMEDOR TIENDA 02 SS.HH. S 0 0 S S 2 0 S 0 S 0 S 0 S 2 S 0 S 0 S 0 S 0 S 2 S 0 S 2#14 AWG TH O 3/4" PVC-SELL 2#14 AWG TH O 3/4" PVC-SELL 2#14 AWG TH O 3/4" PVC-SELL TOMACORRIENTE 2 x 15 AMP 2 x 15 AMP 2 x 15 AMP CR C1 C2 DE LA RED PUBLICA KW GENERAL TABLERO RESERVA ALUMBRADO CONDUCTOR EMP. EN TECHO O PARED DESCRIPCION S 2 S 0 SIMBOLO KW BRAQUET IMTERRUPTOR SIMPLE O UNIPOLAR TOMACORRIENTE CENTRO DE LUZ SPOT LIGHT TABLERO GENERAL MEDIDOR IMTERRUPTOR BIPOLAR LEYENDA POZO DE TOMA A TIERRA CONDUCTOR EMP. EN PARED O PISO KW 19 20 21 22 23 24 25 28 29 1 2 3 4 5 6 7 8 9 12 13 14 15 16 17 18 1 d 3/8'' @ 0.25 d 1/2'' arranque para escaleras 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT + 0.10 SS.HH. NPT + 0.10 2.00 * 2.93 2.00 * 2.93 2.00* 1.81Alf. 1.12 0.60* 0.70 Alf. 2.23 0.90 * 2.93 0.90 * 2.93 0.80 * 2.93 0.80 * 2.93 0.70 * 2.93 NPT + 3.38 NPT + 3.38 NPT + 3.38 1 d 3/8'' @ 0.25 Z4 C2 5 5 5 B' 5 5 5 5 5 1 d 3/8'' @ 0.25 VS 104 (.25x.20 ) 5 5 5 5 5 5 1 2 3 1 2 3 5 5 1' A 5 5 5 5 B C C' D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACIONES 2da. PLANTA 5 5 5 5 5 5 5 5 5 5 A' C D B 5 5 5 A ESCALA: 1/50 VS 104 ( .25x.20 ) VS 104 (.25X.20) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VP 104 ( 25x40 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VS 104 (.25x.20 ) VP 104 ( 25x40 ) 1 d 3/8'' 1 d 3/8'' 1 d 1/2'' 1 d 1/2'' 1 d 1/2'' 1 d 1/2'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 3/8'' 1 d 3/8'' 1 d 1/2'' 1 d 3/8'' 1 d 3/8'' 1 d 1/2'' d 1/2'' arranque para escaleras VS 104 (.25x.20 ) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Detalle de viga principal típico ESCALA 1:10 2d1/2" 2d5/85" 5 5 5 5 5 5 5 5 Detalle de viga Secundaria típico ESCALA 1:10 2d1/2" 2d1/2" 5 SS.HH. 0 S 0 S COCINA COMEDOR SEGUNDO NIVEL SS.HH. DORMITORIO DORMITORIOS PADRES HALL DORMITORIO COMEDOR 19 20 21 22 23 24 25 26 27 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S 0 S COCINA TIENDA 03 TIENDA 01 0.50 * 2.02 Alf. 1.12 PRIMER NIVEL ESTAR - COMEDOR TIENDA 02 COCINA COMEDOR SEGUNDO NIVEL SS.HH. DORMITORIO DORMITORIOS PADRES HALL DORMITORIO COMEDOR 19 20 21 22 23 24 25 26 27 VA A LA RED PUBLICA CAJA DE REGISTRO 2" 2" 2" Ø 4" PVC BAJA DESAGUE 4" 2" 2" 2" 2" 4" 4" 4" 4" 4" 4" 4" 4" 2" 4" 2" 2" S = 2 % S = 2 % 2" 2" 4" 4" 2" 2" 2" 2" M TANQUE ELEVADO SUBE TUBO DE AGUA AL 3/4" TANQUE ELEVADO BAJA TUBO DE AGUA DEL TANQUE ELEVADO SUBE TUBO DE AGUA AL TANQUE ELEVADO BAJA TUBO DE AGUA DEL 3/4" d 3/4" PVC 3/4" d3/4" PVC 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" Ø 3/8" @ 0.20 5 5 NFP+0.10 5 5 Ø 1/2" @ 0.20 ESCALA: 1/25 PRIMER NIVEL 5 5 5 5 5 5 5 E S C A L E R A (S/C=400KG/M2) ESCALA 1/25 5 5 26 27 Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 5 5 5 5 5 5 PRIMER TRAMO 2do. piso Ø 1/2" @ 0.20 Ø 3/8" @ 0.20 5 5 5 5 5 5 SEGUNDO TRAMO 2do piso ESCALA: 1/25 ESCALA: 1/25 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" DETALLE DE VIGAS ESCALA GENERAL: 1/25 LEYENDA VALVULA CHECK TEE UNION CON BRIDAS UNION UNIVERSAL UNION O CONEXION SIAMESA TEE CON SUBIDA TEE CON BAJADA VALVULA DE COMPUERTA CODO DE 90º BAJA SIMBOLO M CRUZ AGUA TUBERIA DE RETORNO DE A. CALIENTE CRUCE DE TUBERIAS SIN CONEXION DESCRIPCION MEDIDOR DE AGUA TUBERIA DE AGUA CALIENTE TUBERIA DE AGUA FRIA CODO DE 45º CODO DE 90º SUBE CODO DE 90º LAVADERO SIMPLE LAVADERO DOBLE INODORO DE TANQUE BAJO URINARIO DE PARED TINA BIDET LAVATORIO TEE SANITARIA DOBLE "Y" SANITARIA SIMPLE "Y" SANITARIA DOBLE SUMIDERO REDUCCION TEE SANITARIA TEE RECTA CRUZ SIMBOLO DUCHA DESCRIPCION APARATOS SANITARIOS DESCRIPCION REGISTRO ROSCADO DE BRONCE CODO DE 90º CON VENTILACION CAJA DE REGISTRO TUBERIA DE DESAGUE TRAMPA "P" TRAMPA "U" DESAGUE SIMBOLO TUBERIA DE VENTILACION CODO DE 45º CODO DE 90º ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 ACERO CORRUGADO: CONCRETO: TERRENO: ZAPATAS CIMIENTOS COLUMNAS ESCALERA ALIGERADO RECUBRIMIENTOS: VIGAS PERALTADAS ALBAÑILERIA ALBAÑILERIA CONCRETO SIMPLE UNIDAD DE ALBAÑILERIA VIGAS CHATAS SOBRECIMIENTO 4) PROFUNDIDAD DE DESPLANTE: -1.40 MINIMO, O EL NECESARIO 3) PRESION ADMISIBLE: qa = 1.40 Kg/cm2. ESTIMADO CIMIENTO RESUMEN DE LAS CONDICIONES DE LA CIMENTACION 1) TIPO DE CIMENTACION: ZAPATAS Y CIMIENTOS CORRIDOS. SOBRECARGA: LOSAS : f'c = 210 Kg/cm2 : f'c = 175 Kg/cm2 : f'c = 175 Kg/cm2 : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 TABIQUES 1:5 CEMENTO-ARENA ESPECIFICACIONES ALBAÑILERIA PIEDRA GRANDE 6" MAXIMO PIEDRA MEDIANA 3" MAXIMO : CEMENTO - HORMIGON 1:8+25% : CEMENTO - HORMIGON 1:10+30% TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS Y : 2 cm : 7.5 cm : 7.5 cm : 2 cm : 2 cm : : f'm = 40 kg/cm2 ESPECIFICACIONES CONCRETO ARMADO : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 fy = 4200 Kg/cm2 f'c = 210 Kg/cm2 wt = 2.00 Kg/cm2 : 2.0 cm : 2 cm : 2.0 cm s/c = indicadas PARA ALCANZAR EL ESTRATO RESISTENTE C-1 C-2 0 S 0 S LLEGA ENERGIA ELECTRICA DE RED PUBLICA SUBE ENERGIA ELECTRICA DE T.D.-1 T.D.G. LLEGA Y SUBE ENERGIA DE T.D.G T.D.1 C-2 C-1 5 TUBERIA DE DESAGUE d4"PVC S = 2 % C.R. = 12" x 24" CT = -+ 0.00 CF. = - 0.63 C.R. = 12"x24" CT = -+ 0.00 CF. = - 0.50 d 4"PVC LLEGA Y BAJA DESAGUE LLEGA AGUA FRIA DE RED PUBLICA DE RED PUBLICA LLUVIA d2"PVC LLEGA AGUA DE LLUVIA d2"PVC LLEGA AGUA DE LLUVIA d2"PVC LLEGA AGUA DE LLUVIA d2"PVC LLEGA AGUA DE LLUVIA d2"PVC LLEGA Y BAJA AGUA DE LLUVIA d2"PVC LLEGA Y BAJA AGUA DE LLUVIA d2"PVC LLEGA Y BAJA AGUA DE LLUVIA d2"PVC LLEGA Y BAJA AGUA DE 2" ACERO CORRUGADO: CONCRETO: TERRENO: ZAPATAS CIMIENTOS COLUMNAS ESCALERA ALIGERADO RECUBRIMIENTOS: MUROS Y PLACAS VIGAS PERALTADAS ALBAÑILERIA ALBAÑILERIA CONCRETO SIMPLE MORTERO UNIDAD DE ALBAÑILERIA VIGAS CHATAS SOBRECIMIENTO 4) PROFUNDIDAD DE DESPLANTE: -1.50 MINIMO, O EL NECESARIO FACTOR DE SUELO S = 1.2; PERÍODO Tp = 0.6 seg. 5) TIPO DE SUELO SEGUN NORMA SISMORESISTENTE: TIPO S2, 3) PRESION ADMISIBLE: qa = 1.40 Kg/cm2. ESTIMADO CIMIENTO PARAMETROS PARA EL DISEÑO SISMO RESISTENTE RESUMEN DE LAS CONDICIONES DE LA CIMENTACION 1) TIPO DE CIMENTACION: ZAPATAS REFORZADAS Y CIMIENTOS CORRIDOS. 6) AGRESIVIDAD DEL SUELO A LA CIMENTACION: EL TERRENO NO ES AGRESIVO. 2) ESTRATO DE APOYO DE LA CIMENTACION: ARENA VOLCANICA POBREMENTE GRADUADA SEGUN N.T.E. E-030 2003 c) DESPLAZAMIENTOS RELATIVOS DE ENTREPISO: a) SISTEMA ESTRUCTURAL SISMORRESISTENTE: b) PARAMETROS PARA DEFINIR FUERZA SISMICA O ESPECTRO DE DISEÑO: SOBRECARGA: LOSAS - FACTOR DE REDUCCION : Rx=7.0, Ry=7.0 - FACTOR DE SUELO (TIPO S2) : S=1.2 - FACTOR DE ZONA (ZONA 3) : Z=0.60 - FACTOR DE CATEGORIA (CAT. C) : U=1 - PERIODO DE VIBRACION PREDOMINANTE: Tp = 0.6 seg. RELATIVO (3° PISO): 0.0069 0.0066 ( XX ) 0.0060 RELATIVO (1° PISO): RELATIVO (2° PISO): 0.00223 0.00149 ( YY ) 0.00059 CORTE LOSA ALIGERADA EN CADA PISO - EL EDIFICIO ESTA CONFORMADO POR PORTICOS DE COLUMNAS Y VIGAS DE CONCRETO ARMADO CON MUROS Y PLACAS DE : 3 cm : f'c = 210 Kg/cm2 : f'c = 175 Kg/cm2 : f'c = 175 Kg/cm2 : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 : CEMENTO - ARENA 1:4 TABIQUES SERAN HECHAS A MAQUINA. ESPECIFICACIONES ALBAÑILERIA PIEDRA GRANDE 6" MAXIMO PIEDRA MEDIANA 3" MAXIMO : CEMENTO - HORMIGON 1:8+25% : CEMENTO - HORMIGON 1:10+30% TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS Y : 3 cm : 7.5 cm : 7.5 cm : 4 cm : 2 cm : : f'm = 40 kg/cm2 ESPECIFICACIONES CONCRETO ARMADO : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 : f'c = 210 Kg/cm2 fy = 4200 Kg/cm2 f'c = 210 Kg/cm2 wt = 2.00 Kg/cm2 : 2.0 cm : 3 cm : 2.5 cm s/c = indicadas en techos Y X PARA ALCANZAR EL ESTRATO RESISTENTE CONDUCTOR QUE VA A T.D.G. 2do PISO N.P.T. + 0.05 5 POZO DE TOMA A TIERRA ELEVACION CALLE PRINCIPAL ELEVACION CALLE SECUNDARIA 5 5 5 5 5 5 CALLE SECUNDARIA UBICACION ESCALA: 1/1000 5 5 5 CALLE PRINCIPAL 5

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, DETAIL, dwelling unit, DWG, haus, house, Housing, located, logement, maison, PERU, popular, residên, residence, secondary, square, trade, typology, unidade de moradia, villa, wohnung, wohnung einheit