Attracting Shed – DWG Detail for AutoCAD

Attracting Shed – DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

level, N.a., N.t., variable, variable, Cut cut, Cut cut, variable, N.a., variable, Capture of background, Indicated, Plan n., date:, location:, code:, reviewed:, cartoonist:, designer:, scale:, of the, departure, Strainer, Pza, security, sewer system, ventilation, Elbow fg, Pipe fg, Wrench, U.u. Fg, Fg couplet, Pvc adapter, Pipe fg, Pza, Pza, Pza, Pza, Universal union fg, Tee fg, Wrench, Pvc pipe, Fg couplet, Pvc adapter, Pipe fg, Tee fg, Millimeter mesh, Pvc pipe, Padlock, Metal sanitary cover, Pza, metal lid, Detail armor slab camara recolectora esc, Detail transition pvc without scale, Pvc pipe, Pvc couplet, Pvc adapter, Common pvc pipe, Stone, Revoke, Crowning trench, Stone, Slab with gravel, Crowning trench, Location, Accessories sheet, detail, Cant, Unid., In, Overflow, Ref., entry, Plant esc, Detail sanitary cover esc, anchorage, Hinges, Puller, anchorage, description, Exterior plaster, Water repellent, Unid, Cant, metric calculations, code, description, gravel, sand, cement, Unid, Cant, Materials sheet, code, stone, Pos., scheme, Pos., Iron sheet, Lengths, Weight t., total, partial, total, distance, quantity, Detail metal cover esc, anchorage, Puller, Hinges, Pos., Pos., Pos., Pos., Waterproofing additive, Pos., Pos., raincoat, characteristic, dosage, Concrete resistance, Service overload, Bearing capacity of soil, Technical design conditions, value, Shifter stone, Steel resistance ah, dosage, Cm exist, Coating slabs, Wall beams

Raw text data extracted from CAD file:

NIVEL \A1;Variable mín.=1m \A1;0.08 \A1;0.20 \A1;1.00 \A1;2.15 \A1;0.20 \A1;0.60 \A1;0.15 \A1;Variable \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.90 \A1;1.30 \A1;0.08 \A1;Variable \A1;Variable mín.=1m \A1;1.40 \A1;0.05 \A1;0.08 \A1;1.40 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.65 \A1;1.30 \A1;0.90 \A1;1.30 \A1;0.15 \A1;0.60 \A1;2.15 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;1.40 \A1;1.30 \A1;0.35 \A1;0.60 \A1;0.35 \A1;0.60 \A1;0.60 \A1;0.87 \A1;0.87 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.80 \A1;0.70 \A1;0.10 \A1;> 0.15 N.A. N.T. Variable mín.=1m 5 5 5 5 5 5 5 Variable 5 CORTE A- A ESC 1:25 5 5 5 5 <> CORTE B-B ESC 1:25 Variable N.A. Variable mín.=1m CAPTACION DE VERTIENTE, TOMA DE FONDO INDICADAS 1 DE 1 PLANO N. FECHA: LOCALIDAD: PL-AP-01-01 CODIGO: REVISADO: DIBUJANTE: PROYECTISTA: ESCALA: (NOMBRE DEL PROYECTO) Salida Colador Br Pza 1 Seguridad Drenaje Ventilación Codo 90° FG Codo 90° FG Tubería FG Llave de paso Br (Cortina) U.U. FG Copla FG Adaptador PVC E-40 m m Tubería FG Pza Pza Pza Pza Pza Pza Pza Pza m Pza Pza m Pza Pza m2 m Pza Pza Pza Unión Universal FG Tee FG Llave de paso Br (Cortina) Tubería PVC Copla FG Adaptador PVC E-40 Tubería FG Tee FG Malla Milimétrica Tubería PVC Candado Br Tapa Sanitaria Metálica e=1/8" Pza Tapa Metálica e=1/8" 2 1 2 1 1 3 2 3 1 1 4 1 1 0.50 2 1 0.1 0.4 2 1 1 1 4 2 5 4 2 3 3 DETALLE ARMADURA LOSA CAMARA RECOLECTORA ESC 1:20 5 0.05 5 5 5 5 5 DETALLE TRANSICION PVC E-40 SIN ESCALA Tubería PVC E-40 Copla PVC Adaptador PVC E-40 Tubería PVC Espiga Común 5 5 13 20 21 23 7 18 HoCo 1:3:3 50% Piedra desplazadora Revoque Zanja de Coronamiento 21 22 2 HoCo 1:3:3 50% Piedra desplazadora Solera con grava d 1" 5 Zanja de Coronamiento \A1; UBICACION PLANILLA DE ACCESORIOS DETALLE CANT. UNID. ø Pulg 3 16 20 17 18 14 11 10 8 9 7 5 1 2 4 6 12 13 15 19 22 Rebose y Limpieza Ref. 1 1 1 21 Entrada 23 12 10 11 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC 1:25 2 7 13 15 20 A B B 12 10 11 14 4 5 6 9 A 5 5 5 5 5 5 5 DETALLE TAPA SANITARIA ESC 1:20 Anclaje Bisagras d 1/2 x 2" Jalador Anclaje 5 5 5 5 5 DESCRIPCION Revoque Exterior 1:3 Revoque Impermeable H° C° H° A° m2 UNID m2 m3 m3 CANT COMPUTOS METRICOS CODIGO DESCRIPCION Grava Arena Cemento UNID m3 m3 Kg CANT PLANILLA DE MATERIALES CODIGO Piedra m3 6.97 5.72 1.16 0.14 0.58 0.53 0.79 342 ET-CO-09-04 ET-CO-09-05 ET-CO-12-01 ET-CO-12-02 ET-MP-01 ET-MP-02-01 ET-MP-02-02 ET-MP-02-03-02 22 Pos. Pos. Pos. Pos. Pos. Pos. Pos. Pos. 1 ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d (m.m.) a b PESO T. TOTAL PARCIAL c KG/M (Kgs.) 2 5 4 3 1 0.09 0.55 0.17 0.14 0.17 0.14 0.09 0.09 0.33 0.15 1.25 0.17 1.35 2.01 0.22 0.67 3 0.81 8.75 3.56 0.45 0.27 1.25 8 7 3 0.22 0.22 0.22 8.10 1.35 6 0.22 0.44 0.78 0.18 1.93 1.78 a c a 6 6 6 6 6 TOTAL DISTANCIA 5.77 5 5 b CANTIDAD 5 DETALLE TAPA METALICA ESC 1:20 Anclaje Jalador Bisagras d 1/2 x 2" 21 5 23 5 5 Pos. 6 Pos. 6 Pos. 6 Pos. Aditivo impermeabilizante lt 1.54 ET-MP-08 c a b a c a b a 6 4 0.75 0.03 0.03 0.03 2.99 0.75 0.22 0.66 4 Pos. \A1; 6 Pos. 6 d e f (m) 17 3 9 8 16 5 15 14 3 21 19 Impermeable > <> CARACTERISTICA Dosificación H°A° Resistencia Hormigón H20 Sobrecarga de servicio Capacidad portante del suelo CONDICIONES TECNICAS DE DISEÑO VALOR 1 Kg/cm 1:3:3 50 % piedra desplazadora Resistencia acero AH 400 Dosificación H°C° Dosificación H°S° 3 cm (donde existan losas) Recubrimiento losas 3 cm (tanques elevados) Recubrimiento vigas pared 2 100 Kg/cm 2 204 Kg/cm 2 4080 Kg/cm 2 1:2:3 1:3 10 5 10

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

level, N.a., N.t., variable, variable, Cut cut, Cut cut, variable, N.a., variable, Capture of background, Indicated, Plan n., date:, location:, code:, reviewed:, cartoonist:, designer:, scale:, of the, departure, Strainer, Pza, security, sewer system, ventilation, Elbow fg, Pipe fg, Wrench, U.u. Fg, Fg couplet, Pvc adapter, Pipe fg, Pza, Pza, Pza, Pza, Universal union fg, Tee fg, Wrench, Pvc pipe, Fg couplet, Pvc adapter, Pipe fg, Tee fg, Millimeter mesh, Pvc pipe, Padlock, Metal sanitary cover, Pza, metal lid, Detail armor slab camara recolectora esc, Detail transition pvc without scale, Pvc pipe, Pvc couplet, Pvc adapter, Common pvc pipe, Stone, Revoke, Crowning trench, Stone, Slab with gravel, Crowning trench, Location, Accessories sheet, detail, Cant, Unid., In, Overflow, Ref., entry, Plant esc, Detail sanitary ware esc, anchorage, Hinges, Puller, anchorage, description, Exterior plaster, Waterproof plaster, Unid, Cant, metric calculations, code, description, gravel, sand, cement, Unid, Cant, Materials sheet, code, stone, Pos., scheme, Pos., Iron sheet, Lengths, Weight t., total, partial, total, distance, quantity, Detail metal cover esc, anchorage, Puller, Hinges, Pos., Pos., Pos., Pos., Waterproofing additive, Pos., Pos., raincoat, characteristic, dosage, Concrete resistance, Service overload, Bearing capacity of soil, Technical design conditions, value, Shifter stone, Steel resistance ah, dosage, Cm exist, Coating slabs, Wall beams

Raw text data extracted from CAD file:

NIVEL \A1;Variable mín.=1m \A1;0.08 \A1;0.20 \A1;1.00 \A1;2.15 \A1;0.20 \A1;0.60 \A1;0.15 \A1;Variable \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.90 \A1;1.30 \A1;0.08 \A1;Variable \A1;Variable mín.=1m \A1;1.40 \A1;0.05 \A1;0.08 \A1;1.40 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.65 \A1;1.30 \A1;0.90 \A1;1.30 \A1;0.15 \A1;0.60 \A1;2.15 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;1.40 \A1;1.30 \A1;0.35 \A1;0.60 \A1;0.35 \A1;0.60 \A1;0.60 \A1;0.87 \A1;0.87 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.80 \A1;0.70 \A1;0.10 \A1;> 0.15 N.A. N.T. Variable mín.=1m 5 5 5 5 5 5 5 Variable 5 CORTE A- A ESC 1:25 5 5 5 5 <> CORTE B-B ESC 1:25 Variable N.A. Variable mín.=1m CAPTACION DE VERTIENTE, TOMA DE FONDO INDICADAS 1 DE 1 PLANO N. FECHA: LOCALIDAD: PL-AP-01-01 CODIGO: REVISADO: DIBUJANTE: PROYECTISTA: ESCALA: (NOMBRE DEL PROYECTO) Salida Colador Br Pza 1 Seguridad Drenaje Ventilación Codo 90° FG Codo 90° FG Tubería FG Llave de paso Br (Cortina) U.U. FG Copla FG Adaptador PVC E-40 m m Tubería FG Pza Pza Pza Pza Pza Pza Pza Pza m Pza Pza m Pza Pza m2 m Pza Pza Pza Unión Universal FG Tee FG Llave de paso Br (Cortina) Tubería PVC Copla FG Adaptador PVC E-40 Tubería FG Tee FG Malla Milimétrica Tubería PVC Candado Br Tapa Sanitaria Metálica e=1/8" Pza Tapa Metálica e=1/8" 2 1 2 1 1 3 2 3 1 1 4 1 1 0.50 2 1 0.1 0.4 2 1 1 1 4 2 5 4 2 3 3 DETALLE ARMADURA LOSA CAMARA RECOLECTORA ESC 1:20 5 0.05 5 5 5 5 5 DETALLE TRANSICION PVC E-40 SIN ESCALA Tubería PVC E-40 Copla PVC Adaptador PVC E-40 Tubería PVC Espiga Común 5 5 13 20 21 23 7 18 HoCo 1:3:3 50% Piedra desplazadora Revoque Zanja de Coronamiento 21 22 2 HoCo 1:3:3 50% Piedra desplazadora Solera con grava d 1" 5 Zanja de Coronamiento \A1; UBICACION PLANILLA DE ACCESORIOS DETALLE CANT. UNID. ø Pulg 3 16 20 17 18 14 11 10 8 9 7 5 1 2 4 6 12 13 15 19 22 Rebose y Limpieza Ref. 1 1 1 21 Entrada 23 12 10 11 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC 1:25 2 7 13 15 20 A B B 12 10 11 14 4 5 6 9 A 5 5 5 5 5 5 5 DETALLE TAPA SANITARIA ESC 1:20 Anclaje Bisagras d 1/2 x 2" Jalador Anclaje 5 5 5 5 5 DESCRIPCION Revoque Exterior 1:3 Revoque Impermeable H° C° H° A° m2 UNID m2 m3 m3 CANT COMPUTOS METRICOS CODIGO DESCRIPCION Grava Arena Cemento UNID m3 m3 Kg CANT PLANILLA DE MATERIALES CODIGO Piedra m3 6.97 5.72 1.16 0.14 0.58 0.53 0.79 342 ET-CO-09-04 ET-CO-09-05 ET-CO-12-01 ET-CO-12-02 ET-MP-01 ET-MP-02-01 ET-MP-02-02 ET-MP-02-03-02 22 Pos. Pos. Pos. Pos. Pos. Pos. Pos. Pos. 1 ESQUEMA POS. PLANILLA DE FIERROS LONGITUDES (m) d (m.m.) a b PESO T. TOTAL PARCIAL c KG/M (Kgs.) 2 5 4 3 1 0.09 0.55 0.17 0.14 0.17 0.14 0.09 0.09 0.33 0.15 1.25 0.17 1.35 2.01 0.22 0.67 3 0.81 8.75 3.56 0.45 0.27 1.25 8 7 3 0.22 0.22 0.22 8.10 1.35 6 0.22 0.44 0.78 0.18 1.93 1.78 a c a 6 6 6 6 6 TOTAL DISTANCIA 5.77 5 5 b CANTIDAD 5 DETALLE TAPA METALICA ESC 1:20 Anclaje Jalador Bisagras d 1/2 x 2" 21 5 23 5 5 Pos. 6 Pos. 6 Pos. 6 Pos. Aditivo impermeabilizante lt 1.54 ET-MP-08 c a b a c a b a 6 4 0.75 0.03 0.03 0.03 2.99 0.75 0.22 0.66 4 Pos. \A1; 6 Pos. 6 d e f (m) 17 3 9 8 16 5 15 14 3 21 19 Impermeable > <> CARACTERISTICA Dosificación H°A° Resistencia Hormigón H20 Sobrecarga de servicio Capacidad portante del suelo CONDICIONES TECNICAS DE DISEÑO VALOR 1 Kg/cm 1:3:3 50 % piedra desplazadora Resistencia acero AH 400 Dosificación H°C° Dosificación H°S° 3 cm (donde existan losas) Recubrimiento losas 3 cm (tanques elevados) Recubrimiento vigas pared 2 100 Kg/cm 2 204 Kg/cm 2 4080 Kg/cm 2 1:2:3 1:3 10 5 10

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, catchment, construction, cuts, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, shed, sizing, specification, supply, treatment plant, wasserversorgung, water