Pool DWG Detail for AutoCAD

Pool DWG Detail for AutoCAD

Standpipe; flat on the ground, cuts and details, details of accessories and technical specifications

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

According to the maximum coverage of the spring., Overflow pipe diameter must be, note, Pipe pvc fittings must meet the ntp., For pressure fluids., relationship, Use waterproofing according to, With mixed water, P.g, Indicated in details, in general, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Portland type, steel:, cement:, Plasters, Reinforced concrete:, Coatings:, Simple concrete:, Technical specifications, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, Dry outdoor camera:, relationship, For pressure fluids., Pipe pvc fittings must meet the ntp., note, Overflow pipe diameter must be, According to the maximum coverage of the spring., Drawing: jorge bailon christian garcia, N.t.n, gravel, natural terrain, plastic, Drainage well, tube, your B., pedestal, Pedestal base, Foundation, Proy. Well, Drainage, your B. from, Pedestal base, filter, plant, cut, Gravel rated gravel, cut, large stone, see detail, detail, Esc., detail, Pvc sink, Cant, description, item, accessories, Elbow sp pvc, Pr pvc adapter, elbow, Pvc step valve, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, in general, relationship, Spherical laundry wrench, Elbow pvc drain, District municipality of huari, draft:, scale:, date:, Indicated, October, Structures courts public pool, Prov .:, Huari, Format:, drawing, Huari, sheet:, Ancash, Dpto .:, Revised approved:, design:, firm:, Dist, observations:, Location:, plane of:, owner:, Construction of the public cemetery of the district of huari huari ancash

Raw text data extracted from CAD file:

A A \A1;2.05 \A1;2.60 \A1;0.50 \A1;0.35 \A1;.15 \A1;0.60 \A1;0.50 \A1;0.35 \A1;.15 \A1;1.60 \A1;1.00 \A1;1.00 \A1;.10 \A1;0.35 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.20 \A1;1.45 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.05 \A1;0.20 \A1;0.50 \A1;0.85 \A1;.10 \A1;0.15 \A1;0.05 \A1;0.90 \A1;1.50 \A1;1.00 \A1;0.20 \A1;.05 \A1;.05 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.35 \A1;.10 \A1;1.40 \A1;.10 \A1;0.50 DE ACUERDO AL RECUBRIMIENTO MAXIMO DEL MANATIAL. -EL RECUBRIMIENTO DEL DIAMETRO DE LA TUBERIA DE REBOSE DEBE ESTAR NOTA : -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 PARA FLUIDOS A PRESION. (MAXIMA RELACION a/c=0.50) FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A f'c=140Kg/cm2 f'c=100Kg/cm2 P.G INDICADO EN DETALLES f'c=210 Kg/cm2 EN GENERAL TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. PORTLAND TIPO I f'y=4200Kg/cm2 ACERO: CEMENTO: REVOQUES: CONCRETO ARMADO: RECUBRIMIENTOS: CONCRETO SIMPLE: CONCRETO SIMPLE: ESPECIFICACIONES TECNICAS FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d1/2"= 0.50cm d3/8"= 0.40cm d1/4"= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f'c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) PARA FLUIDOS A PRESION. -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 NOTA : -EL RECUBRIMIENTO DEL DIAMETRO DE LA TUBERIA DE REBOSE DEBE ESTAR DE ACUERDO AL RECUBRIMIENTO MAXIMO DEL MANATIAL. DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . 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 N.T.N CASCAJO TERRENO NATURAL PLASTICO POZO DE DRENAJE TUBO d2" TUB. d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 PEDESTAL BASE DE PEDESTAL CIMIENTO A A B B PROY. DE POZO DE DRENAJE TUB. DE d2" TUB. DE d1/2" BASE DE PEDESTAL FILTRO 5 PLANTA PLANTA CORTE A-A CORTE B-B 4 3 5 6 9 10 9 4 3 GRAVA CLASIFICADA O CASCAJO 1d1/4" 1d1/4" 4d1/4" CORTE A-A 2d1/4" 2d1/4" PIEDRA GRANDE 4"- 3" 6 2 VER DETALLE "B" VER DETALLE "A" 6 5 6 3 4 DETALLE "A" ESC. 1:5 ESC. 1:5 DETALLE "B" SUMIDERO d2" PVC 9 1 3 1 1 1 1 CANT. DESCRIPCION ITEM 2 3 4 5 6 ACCESORIOS CODO 90° SP d1/2" PVC ADAPTADOR PR PVC CODO F°G° 90° d1/2" VALVULA PASO DE PVC d1/2" 10 2 MUROS=2cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm f'c=210 Kg/cm2 EN GENERAL f'c=140Kg/cm2 (MAXIMA RELACION a/c=0.50) LLAVE PARA LAVADERO ESFERICA CODO PVC DESAGUE x 90° Municipalidad Distrital de Huari D PROYECTO: E-03 ESCALA: FECHA: INDICADA OCTUBRE - 2009 ESTRUCTURAS - CORTES PILETA PUBLICA PROV.: HUARI FORMATO: DIBUJO : HUARI A - 2 LAMINA: ANCASH DPTO.: REVISADO Y APROBADO: DISEÑO: FIRMA: DIST.: A B C OBSERVACIONES: UBICACION: PLANO DE: PROPIETARIO: CONSTRUCCIÓN DEL CEMENTERIO PUBLICO DEL DISTRITO DE HUARI - HUARI - ANCASH

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features	A/C, Pool
Tags	accessories, autocad, cuts, DETAIL, details, DWG, einrichtungen, facilities, flat, gas, gesundheit, ground, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, POOL, provision, specifications, technical, wasser bestimmung, water