Septic Fossa DWG Full Project for AutoCAD

Septic Fossa DWG Full Project for AutoCAD

Project of septic fossa and absorption well

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

Anchoring length, Swing cm. DC. Placed alternately with the stick., Trabe reinforced concrete ridge with var est. Cm. DC., Var cm. DC. Bottom of, Cane cm. DC. Placed alternately with the swing., its T. Cm, Rods, Rods, its T. Cm, Rods, Canes, Stirrups, Rods, Walking sticks, its T. Cm, Stirrups, Repison, chain, Rods, Stirrups of, Carramiento, chain, Rods, Stirrups of, Grovel, chain, Stirrups of, Rods, Rods, Stirrups of, castle, Waterproofing, chamfer, Dropper, fine, Simple concrete packing, Apparent concrete base, Npt, sidewalk, architectural plant, architectural plant, cimentacion plant, Electrical installation plant, Plant health hydraulic installation, sidewalk, Absorption well, septic tank, R.a.n., R.a., Cm tile floor, main facade, Washbasin cabinet ovalin type, Rear facade, Urinal, cut, sidewalk, Garrison, Urinal, cut, sidewalk, Garrison, Urinal, cut, sidewalk, Garrison, Structural facade, Structural facade, main facade, plant, capacity:, Plant well, Plant pit, capacity:, Red wall partition tabicon, elevation, Reinforced concrete cover, Red wall partition tabicon, elevation, Reinforced concrete cover, pending, Pvc output, Pvc entry, Chains of, Flattened int. In walls, Chains of, Cm block walls, Septic tank elevation, angle of, pending, Pvc output, Pvc entry, Chains of, Flattened int. In walls, Chains of, Cm block walls, Septic tank elevation, angle of, pending, Pvc output, Pvc entry, Chains of, Flattened int. In walls, Chains of, Cm block walls, Septic tank elevation, angle of, angle of, pending, Pvc output, Pvc entry, Chains of, Flattened int. In walls, Chains of, Cm block walls, Septic tank elevation, angle of, angle of, main facade, Washbasin cabinet ovalin type, Washbasin cabinet ovalin type, main facade, Washbasin cabinet ovalin type, main facade, Rear facade, see detail, Tinto rotoplas lts, Urinal, cut, sidewalk, Garrison, by, force, reason, July, architectural, Tinto rotoplas, Lts, Tinto rotoplas, Lts, Tinto rotoplas, Lts, Tinto rotoplas, Lts, Tinto rotoplas, Lts, Tube p.v.c., registry, Pvc tube Reinforced pend., Tube p.v.c., Of gravel, registry, do not. Of plan:, place:, Name of the map:, date:, scale:, File path:, draft:, I authorize, revised, constructive details, only, Slab cover cms. Of esp. Of reinforced concrete with vrs. Of est. Of cms. Fc, Internal walls exterior flattened with mortar cement sand with a esp. Of cms. Prop., F’c block walls joined with cement mortar prop., Slab of cms background. Esp. Of reinforced concrete with vrs. its T. Cms. Fc, Castles of cms. Armed with est. Fc, Template cms. Of esp., Chain of enclosure of est. Cms f’c f’y, Base frame angle of thickness, Of washed gravel from, Pvc discharge pipe, Pvc outlet pipe, Log cover detail, Vrs. of the, Stirrups of no. Cms, Vrs. of the, Stirrups of no. Cms, cut, Block wall, Slab cover, cut, Construction of septic tank absorption well, Block wall, Concrete cover, armed, cut, Plant well

Raw text data extracted from CAD file:

-271.324521489317 -271.324521489317 -271.324521489317 LONGITUD DE ANCLAJE (LECHO SUPERIOR) -271.324521489317 -271.324521489317 -271.324521489317 -271.324521489317 COLUMPIO # 3 @ 40 CM. C.C. COLOCADO ALTERNAMENTE CON EL BASTON. TRABE CUMBRERA DE CONCRETO ARMADO CON 6 VAR # 4 EST. DEL # 2 @ 20 CM. C.C. VAR # 3 @ 40 CM. C.C. (LECHO INFERIOR DE LOSA) BASTON # 3 @ 40 CM. C.C. COLOCADO ALTERNAMENTE CON EL COLUMPIO. -271.324521489317 -271.324521489317 -271.324521489317 -262.9349872666167 -262.9349872666167 -262.9349872666167 Est. @ 20 cm Est. @ 15 cm 2 VARILLAS DEL # 4 (1/2") -262.9349872666167 -262.9349872666167 3 VARILLAS DEL # 4 (1/2") Est. @ 10 cm -262.9349872666167 -262.9349872666167 -262.9349872666167 2 VARILLAS DEL # 4 (1/2") 2 BASTONES DEL # 4 (1/2") ESTRIBOS # 2 (1/4") @ 20,10,15,10,20cms 3 VARILLAS DEL #4 ( 1/2" ) 2 BASTONES DE 1/2" Est. @ 15 cm Est. @ 10 cm ESTRIBOS #2 (1/4") -262.9349872666167 -262.9349872666167 -262.9349872666167 -262.9349872666167 -262.9349872666167 -262.9349872666167 REPISON CADENA CD-4 4 VARILLAS DEL # 3 (3/8") ESTRIBOS DE 1/4" @ 30cms -268.9257386063298 -268.9257386063298 CARRAMIENTO CADENA CD-2 -267.1036900384479 -267.1036900384479 4 VARILLAS DEL # 4 (1/2") ESTRIBOS DE 1/4" @ 20cms -270.7500499201371 DESPLANTE CADENA CT-I ESTRIBOS DE 1/4" @ 20cms 4 VARILLAS DEL # 4 (1/2") -270.7500499201371 4 VARILLAS DEL # 3 (3/8") ESTRIBOS DE 1/4" @ 20cms -268.0256320901498 CASTILLO -268.0256320901498 -243.2741434447508 IMPERMEABILIZANTE CHAFLAN 1" GOTERO 1" FINO -243.2741434447508 -245.8408810797985 -245.8408810797985 GUARNICION DE CONCRETO SIMPLE F'C= 150 Kg/cm² -245.8408810797985 -245.8408810797985 -245.8408810797985 -245.8408810797985 ZOCLO APARENTE DE CONCRETO SIMPLE NPT ± 0.00 BANQUETA 1.00 0.70 0.30 0.25 0.25 0.25 0.25 1.00 0.70 0.30 0.12 0.20 0.15 0.12 0.20 0.12 0.20 0.15 0.95 2.00 1.05 0.20 1.05 0.95 1.00 1.00 0.10 0.05 0.35 0.30 2.00 2.00 0.02 0.60 0.10 0.10 0.10 0.15 0.15 1.10 3.35 4.60 5.60 4.85 1.00 2.30 1.00 4.60 3.35 1.00 0.50 0.50 1.00 0.50 0.50 PLANTA ARQUITECTONICA -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 C A B 1 2 3.35 4.60 5.60 4.85 1.00 2.30 1.00 4.60 3.35 1.00 0.50 0.50 1.00 0.50 0.50 PLANTA ARQUITECTONICA -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 -80.7069439968285 C A B 1 2 4.60 3.35 4.00 5.25 PLANTA DE CIMENTACION -80.78755833787716 -80.78755833787716 -80.78755833787716 -80.78755833787716 CM-1 CM-1 CM-1 CD-1 CM-1 CM-1 CD-1 CD-1 CD-1 K K K K K K B A C 1 2 D D` 3.35 5.60 4.85 3.35 1.00 0.50 0.50 1.00 0.50 0.50 2.30 2.30 PLANTA INSTALACION ELECTRICA -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 -71.25919794357367 C A B 1 2 -71.25919794357367 -71.25919794357367 3.35 5.60 4.85 4.60 3.35 1.00 0.50 0.50 1.00 0.50 0.50 2.30 2.30 PLANTA INSTALACION HIDRAULICA Y SANITARIA -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 -70.70099147753922 C A B 1 2 BANQUETA A pozo de Absorcion A Fosa Septica -70.70099147753922 -70.70099147753922 R.a.n. R.a.j. Piso de Loseta de 30 x 30 cm 0.40 1.60 0.50 4.60 0.50 0.10 2.35 0.20 1.40 0.20 0.85 1.65 2.70 0.15 -63.8461244934764 -63.8461244934764 -63.8461244934764 -63.8461244934764 -63.8461244934764 -63.8461244934764 C A -63.8461244934764 -63.8461244934764 FACHADA PRINCIPAL -63.8461244934764 -63.8461244934764 -63.8461244934764 -63.8461244934764 -63.8461244934764 -63.8461244934764 Mueble de 0.60 x 1.40 m para lavabo tipo Ovalin 0.80 0.40 0.40 0.80 0.50 4.60 0.50 0.10 2.35 0.20 0.40 1.60 0.15 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 -63.84113957623197 A C -63.84113957623197 -63.84113957623197 FACHADA POSTERIOR -63.84113957623197 3.35 1.95 0.15 0.10 1.50 0.50 1.125 0.50 1.125 0.85 0.40 WC MINGITORIO MINGITORIO -59.07925278569155 -59.07925278569155 -59.07925278569155 -59.07925278569155 -59.07925278569155 -59.07925278569155 -59.07925278569155 -59.07925278569155 -59.07925278569155 CORTE B - B` -59.07925278569155 -59.07925278569155 BANQUETA GUARNICION 2 1 3.35 1.95 0.15 0.10 1.50 0.50 1.125 0.50 1.125 0.85 0.40 WC MINGITORIO MINGITORIO -118.314625356483 -118.314625356483 -118.314625356483 -118.314625356483 -118.314625356483 -118.314625356483 -118.314625356483 -118.314625356483 -118.314625356483 CORTE B - B` -118.314625356483 -118.314625356483 BANQUETA GUARNICION 2 1 3.35 1.95 0.15 0.10 1.50 0.50 1.125 1.00 1.125 0.85 0.40 WC MINGITORIO MINGITORIO -118.9745738806573 -118.9745738806573 -118.9745738806573 -118.9745738806573 -118.9745738806573 -118.9745738806573 -118.9745738806573 -118.9745738806573 -118.9745738806573 CORTE B - B` -118.9745738806573 -118.9745738806573 BANQUETA GUARNICION 2 1 1.00 3.20 0.50 3.35 0.15 0.15 0.20 2.35 0.25 FACHADA ESTRUCTURAL MUROS CABECEROS -117.7903799918113 -117.7903799918113 -117.7903799918113 -117.7903799918113 CT-1 CD-1 1 2 -117.7903799918113 -117.7903799918113 -117.7903799918113 -117.7903799918113 -117.7903799918113 1.00 3.20 0.50 3.35 0.15 0.15 0.20 2.35 0.25 FACHADA ESTRUCTURAL MUROS CABECEROS -117.7903799918113 -117.7903799918113 -117.7903799918113 -117.7903799918113 CT-1 CD-1 1 2 -117.7903799918113 -117.7903799918113 -117.7903799918113 -117.7903799918113 -117.7903799918113 K K 0.50 2.30 0.50 0.10 2.35 0.20 0.15 1.00 1.00 0.15 0.15 5.60 -106.8302677839924 -106.8302677839924 -106.8302677839924 -106.8302677839924 -106.8302677839924 -106.8302677839924 C A FACHADA PRINCIPAL -106.8302677839924 CT-1 CT-1 CD-1 -106.8302677839924 -106.8302677839924 -106.8302677839924 -106.8302677839924 -106.8302677839924 K K 0.15 1.13 0.15 1.13 0.15 1.13 0.15 4.00 4.00 -101.77494923214 -101.77494923214 -101.77494923214 -101.77494923214 -101.77494923214 -101.77494923214 -101.77494923214 -101.77494923214 PLANTA CAPACIDAD: 12.58 M3 -101.77494923214 1.20 0.28 0.28 1.76 -101.633605642754 -101.633605642754 -101.633605642754 -101.633605642754 PLANTA POZO 0.15 1.13 0.15 1.13 0.15 1.13 0.15 4.00 4.00 -101.9554748104151 -101.9554748104151 -101.9554748104151 -101.9554748104151 -101.9554748104151 -101.9554748104151 -101.9554748104151 -101.9554748104151 PLANTA FOSA CAPACIDAD: 12.58 M3 -101.9554748104151 2.70 0.30 3.00 0.28 1.20 0.28 1.76 MURO DE TABIQUE ROJO 7 X 14 X 28 O TABICON -99.71431033289628 -99.71431033289628 -99.71431033289628 ELEVACION -99.71431033289628 -99.71431033289628 -99.71431033289628 -99.71431033289628 TAPA DE CONCRETO ARMADO 2.70 0.30 3.00 0.28 1.20 0.28 1.76 1.50 MURO DE TABIQUE ROJO 7 X 14 X 28 O TABICON -99.71431033289628 -99.71431033289628 -99.71431033289628 ELEVACION -99.71431033289628 -99.71431033289628 -99.71431033289628 -99.71431033289628 TAPA DE CONCRETO ARMADO -99.71431033289628 2.00 -37.55030306239951 0.15 1.13 0.15 1.13 0.15 1.13 0.15 0.10 0.10 1.80 0.10 0.10 0.06 0.50 PENDIENTE 2% -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 salida PVC 4 Ø entrada PVC 4 Ø Cadenas de 15 x20 Aplanado int. en muros Cadenas de 15x15 Muros de block de 12x20x40 cm ELEVACION FOSA SEPTICA Angulo de 2" x 2" 0.15 1.13 0.15 1.13 0.15 1.13 0.15 0.10 0.10 1.80 0.10 0.10 0.06 0.50 PENDIENTE 2% -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 salida PVC 4 Ø entrada PVC 4 Ø Cadenas de 15 x20 Aplanado int. en muros Cadenas de 15x15 Muros de block de 12x20x40 cm ELEVACION FOSA SEPTICA Angulo de 2" x 2" 0.15 1.13 0.15 1.13 0.15 1.13 0.15 0.10 0.10 1.80 0.10 0.10 0.06 0.50 PENDIENTE 2% -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 salida PVC 4 Ø entrada PVC 4 Ø Cadenas de 15 x20 Aplanado int. en muros Cadenas de 15x15 Muros de block de 12x20x40 cm ELEVACION FOSA SEPTICA Angulo de 2" x 2" Angulo de 2" x 2" 0.15 1.13 0.15 1.13 0.15 1.13 0.15 0.10 0.10 1.80 0.10 0.10 0.06 0.50 PENDIENTE 2% -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 -26.76764769599981 salida PVC 4 Ø entrada PVC 4 Ø Cadenas de 15 x20 Aplanado int. en muros Cadenas de 15x15 Muros de block de 12x20x40 cm ELEVACION FOSA SEPTICA Angulo de 2" x 2" Angulo de 2" x 2" 1.50 1.80 0.30 0.50 4.60 0.50 0.10 2.35 0.20 1.40 0.20 0.85 1.65 2.70 0.15 0.10 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 C A FACHADA PRINCIPAL -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 -46.31584687222954 Mueble de 0.60 x 1.40 m para lavabo tipo Ovalin -46.31584687222954 1.50 2.00 2.70 1.65 0.85 0.20 0.50 0.30 0.10 1.80 1.20 0.15 0.20 2.35 0.10 0.50 1.40 -46.80192287911447 -46.80192287911447 Mueble de 0.60 x 1.40 m para lavabo tipo Ovalin -46.80192287911447 FACHADA PRINCIPAL -46.80192287911447 -46.80192287911447 -46.80192287911447 -46.80192287911447 A -46.80192287911447 -46.80192287911447 -46.80192287911447 -46.80192287911447 -46.80192287911447 -46.80192287911447 C -46.80192287911447 -46.80192287911447 -46.80192287911447 -46.80192287911447 1.50 2.00 2.70 1.65 0.85 0.20 0.50 0.30 0.10 1.80 1.20 0.15 0.20 2.35 0.10 0.50 1.40 -46.60192303442849 -46.60192303442849 Mueble de 0.60 x 1.40 m para lavabo tipo Ovalin -46.60192303442849 FACHADA PRINCIPAL -46.60192303442849 -46.60192303442849 -46.60192303442849 -46.60192303442849 A -46.60192303442849 -46.60192303442849 -46.60192303442849 -46.60192303442849 -46.60192303442849 -46.60192303442849 C -46.60192303442849 -46.60192303442849 -46.60192303442849 -46.60192303442849 0.10 1.30 4.60 0.40 0.50 0.80 0.10 0.15 0.20 2.35 0.10 0.50 0.40 0.80 -43.37399587326402 -43.37399587326402 FACHADA POSTERIOR -43.37399587326402 -43.37399587326402 C -43.37399587326402 -43.37399587326402 VER DETALLE - 1 -43.37399587326402 TINACO ROTOPLAS 1100 LTS -43.37399587326402 A -43.37399587326402 -43.37399587326402 -43.37399587326402 -43.37399587326402 -43.37399587326402 -43.37399587326402 1.50 0.50 -59.01554115841969 -59.01554115841969 3.35 3.90 0.30 0.20 3.00 1.00 1.125 2.00 1.125 1.70 0.80 WC MINGITORIO MINGITORIO -49.04834852233319 -49.04834852233319 -49.04834852233319 -49.04834852233319 -49.04834852233319 -49.04834852233319 -49.04834852233319 -49.04834852233319 -49.04834852233319 CORTE B - B` -49.04834852233319 -49.04834852233319 BANQUETA GUARNICION 2 1 POR LA\H1.51x; FUERZA DE\H1.51x; LA RAZON 8 DE\H1.51x; JULIO DE 1923\H1.51x; A' A ARQUITECTONICO TINACO ROTOPLAS 1100 LTS TINACO ROTOPLAS 1100 LTS TINACO ROTOPLAS 1100 LTS TINACO ROTOPLAS 1100 LTS TINACO ROTOPLAS 1100 LTS \A1;2.30 \A1;1.30 -188.5908741682817 -188.5908741682817 \A1;2.30 \A1;1.30 -187.7686282842057 -187.7686282842057 \A1;2.50 \A1;1.70 \A1;0.50 -176.814399054793 -176.814399054793 -176.814399054793 \A1;0.50 \A1;1.70 \A1;1.30 \A1;1.10 -178.4840016387291 -178.4840016387291 -178.4840016387291 -178.4840016387291 \A1; \A1; TUBO P.V.C. 4"Ø 1.200 0.500 0.500 0.500 1.250 4.000 2.400 REGISTRO N A T A L O D O TUBO PVC. REFORZADO DE 8" PEND. 1% TUBO P.V.C. 4"Ø TUBO P.V.C. 6"Ø CD-1 CD-1 \A1;FILTRO DE GRAVA DE \S1/2;\H1.429x;" A 1 1/2" REGISTRO No. DE PLANO: LUGAR: NOMBRE DEL PLANO: FECHA: ESCALA: RUTA DE ARCHIVO: PROYECTO: AUTORIZO REVISO DETALLES CONSTRUCTIVOS UNICO N O T A S G E N E R A L E S LOSA TAPA DE 0.10 cms. DE ESP. DE CONCRETO ARMADO CON VRS. DE 3/8"Ø Y EST. DE 1/4".@ 0.20 cms. f'c = 200 kg/cm2. f'y= 4200 kg/cm2. MUROS INTERIORES Y EXTERIORES APLANADOS CON MORTERO CEMENTO ARENA CON UN ESP. DE 0.025 cms. PROP. 1:4 MUROS DE BLOCK DE 10x20x40cm f'c 32 kg/cm2 JUNTEADO CON MORTERO CEMENTO PROP. 1:4 LOSA DE FONDO DE 0.10 cms. ESP. DE CONCRETO ARMADO CON VRS. 3/8"Ø Y EST. 1/4" @ 0.20 cms. f'c = 200 kg/cm2. f'y= 4200 kg/cm2. CASTILLOS DE 0.15 x 0.15 cms. ARMADO CON 4VRS. 3/8"Ø Y EST. 1/4"@ 0.20cms. f'c = 150 kg/cm2. f'y= 4200 kg/cm2. PLANTILLA DE 0.05 cms. DE ESP. f'c= 100 kg/cm2. CADENA DE CERRAMIENTO DE 0.15 x 0.15 CON 4VRS. 3/8"Ø Y EST. 1/4" @ 0.20 cms f'c = 200 kg/cm2. f'y = 4200 kg/cm2. 1.- 2.- 3.- 4.- 5.- 6.- 7.- \A1;MARCO A BASE ANGULO DE 2" Y CONTRAMARCO DE 2 \S1/2;\H1.429x;". DE \H0.7x;\S3/16;\H1.429x; DE ESPESOR 8.- \A1;FILTRO DE GRAVA LAVADA DE \S1/2;\H1.429x;" A 1\H0.7x;\S1/2;\H1.429x;" 9.- TUBO DE DESCARGA DE PVC DE 6" 10.- TUBO DE SALIDA DE PVC DE 8" 11.- DETALLE DE TAPA DE REGISTRO 0.05 0.75 0.10 0.05 K-1 K-1 K-1 0.15 0.10 4 VRS. DEL # 3 (3/8") ESTRIBOS DEL No. 2 @ 20 cms K-1 0.15 0.10 4 VRS. DEL # 3 (3/8") ESTRIBOS DEL No. 2 @ 20 cms CD-1 0.25 1.20 0.15 0.85 1.15 2.40 0.15 2.60 2.35 0.150 1.400 2.600 0.15 0.85 2.60 1.55 0.40 CD-1 CD-1 0.56 0.75 1.06 0.75 4.000 1.100 0.900 1.100 0.15 1.20 0.500 A B C D E F 1 2 CORTE A-A' CORTE C-C' A B C D E F 0.15 0.15 0.15 0.10 CD-1 CD-1 MURO DE BLOCK LOSA TAPA 2.35 2.60 1.20 0.85 CORTE 1-1' CONSTRUCCION DE FOSA SEPTICA Y POZO DE ABSORCION MURO DE BLOCK 10 X 20 X 40 2.70 0.30 3.00 0.28 1.20 0.28 1.76 TAPA DE CONCRETO ARMADO 1.50 CORTE X-X´ \A1;1.20 \A1;0.28 \A1;0.28 \A1;1.76 PLANTA POZO S/E

Language	Spanish
Drawing Type	Full Project
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	absorption, autocad, DWG, einrichtungen, facilities, full, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, Project, provision, septic, wasser bestimmung, water