Septic Tank DWG Block for AutoCAD

Septic Tank DWG Block for AutoCAD

SEPTIC TANK VALVE AND BOX FOR WASTEWATER TREATMENT OF A RURAL POPULATION.

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

ss.hh., valve chamber, indicated, district municipality, design :, revised :, msc, approved :, drawing :, project :, plane:, of marker, scale :, date :, specialty :, region, province, district, ancash, carhuaz, marcara, drain construction of the hamlet, cullhuash – vicos, place, cullhuash, region, a. raymondi, aczo, in the village of chocchi, locality, chocchi, format :, masc, de aczo, location, installation of the drainage system, cover, ntn., tee, plant, cut aa, cut bb, foundations, npt., cutting aa axis, bb axis, foundation detail, bearing walls: brick industrial grid, masonry units, technical specifications, coatings, reinforced concrete, simple concrete, bearing capacity of the ground, confinement elements aa axis, detail of the confinement elements vertical, type, section, floor location, typical, abutments, dimension, detail of soleras, detail of slab armed in two directions, concrete, plant valve chamber, walls, floor slab, pipes, concrete tops, concrete walls, steel, flooring, tarrajeo interior :, technical spaces, concrete floor slab, cº armed, cº simple, roof slab, concrete roof, luratopsistemas, septic tank

Raw text data extracted from CAD file:

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\A1;4.13 \A1;2.22 \A1;1.90 \A1;4.12 \A1;4.12 \A1;1.90 \A1;2.22 \A1;4.12 \A1;10.48 \A1;10.48 \A1;12.48 \A1;13.31 \A1;1.42 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.12 \A1;0.10 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.33 \A1;3.62 \A1;4.13 \A1;2.22 \A1;2.22 \A1;4.12 \A1;10.48 \A1;12.48 \A1;3.62 \A1;3.62 \A1;3.12 \A1;1.90 \A1;4.12 \A1;4.12 \A1;1.90 \A1;10.48 \A1;13.31 \A1;3.62 \A1;3.12 \A1;.95 \A1;.90 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.70 0,15 0,1 0,9 CAMARA DE VALVULA NOVIEMBRE 2008 INDICADA MUNICIPALIDAD DISTRITAL DISEÑO: REVISADO: M.S.C APROBADO: DIBUJO: Marco_Sanz7@hotmail.com PROYECTO: PLANO : DE MARCARA ESCALA: FECHA: ESPECIALIDAD: L-02 N° LAMINA: : REGION PROVINCIA DISTRITO : : ANCASH CARHUAZ MARCARA CONSTRUCCION DE DESAGUE DEL CASERIO DE CULLHUASH - VICOS LUGAR : CULLHUASH CAMARA DE VALVULA NOVIEMBRE 2008 INDICADA MUNICIPALIDAD DISTRITAL DISEÑO: REVISADO: M.S.C APROBADO: DIBUJO: Marco_Sanz7@hotmail.com PROYECTO: PLANO : DE MARCARA ESCALA: FECHA: ESPECIALIDAD: L-02 N° LAMINA: : REGION PROVINCIA DISTRITO : : ANCASH CARHUAZ MARCARA CONSTRUCCION DE DESAGUE DEL CASERIO DE CULLHUASH - VICOS LUGAR : CULLHUASH CAMARA DE VALVULA REVISADO: APROBADO: PROYECTO: PLANO : PT-03 N° LAMINA: : REGIÓN PROVINCIA DISTRITO : : ANCASH A. RAYMONDI ACZO EN EL CASERÍO DE CHOCCHI LOCALIDAD : CHOCCHI FORMATO: A-3 JULIO DEL 2012 FECHA: ESCALA: INDICADA DIBUJO: Marco_sanz7@hotmail.com DISEÑO: M.A.S.C MUNICIPALIDAD DISTRITAL DE ACZO UBICACIÓN INSTALACIÓN DEL SISTEMA DE DESAGUE \A1;0.15 \A1;0.80 \A1;0.10 \A1;0.15 \A1;0.80 \A1;0.10 \A1;.35 \A1;.25 \A1;.20 \A1;3.40 \A1;.20 \A1;1.70 \A1;.20 \A1;1.70 \A1;.20 \A1;5.70 \A1;.20 \A1;2.10 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.70 \A1;.60 \A1;.60 \A1; 0.10 \A1;.30 \A1;.80 \A1;.80 \A1;.80 \A1;2.05 \A1;.20 \A1;3.40 \A1;.20 \A1;1.70 \A1;.20 \A1;5.70 \A1; .10 \A1;.40 \A1;.20 \A1; 0.10 \A1; 0.10 \A1;.10 \A1;.20 \A1;2.00 \A1;.20 \A1;.15 \A1;1.70 \A1;.20 \A1;2.05 \A1;2.40 \A1;.20 INGRESO PVC-SAL d150mm -15.86778779237667 TAPA LONGITUD DE GANCHO EN 90º d 3/8" 20.0 L (cm) 1/2" 25.0 ESC: 1/20 -15.86778779237667 -15.86778779237667 -15.86778779237667 NTN. NTN. NTN. -15.86778779237667 PVC-SAL d150mm SALIDA TEE NTN. NTN. PLANTA -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 Registro d150mm ESC: 1/25 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 Tapa 60x80cm Tapa 70x80cm Tapa 60x80cm B B A Tapa 60x80cm Tapa 70x80cm Tapa 60x80cm Tapa 60x80cm Tapa 70x80cm Tapa 60x80cm PVC-SAL d150mm PVC-SAL d150mm Registro d150mm PVC Ø150mm SALIDA A CODO Ø150mm -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 ESC: 1/25 PVC SAL Ø 8"mm 10% -15.86778779237667 -15.86778779237667 Registro d150mm Registro d150mm -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 CORTE A-A CONCRETO f'c=210 Kg/cm. CONCRETO f'c=210 Kg/cm. -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 PVC SAL Ø 8"mm CONCRETO f'c=210 Kg/cm. 10% d1/2"@.25 d1/2"@.25 d3/8"@.20 PVC-SAL Ø150mm INGRESO -15.86778779237667 TEE 150mmx150mm TEE 150mmx150mm d1/2"@.25 TEE 150mmx150mm TEE 150mmx150mm TEE 150mmx150mm -15.86778779237667 -15.86778779237667 150mmx150mm CORTE B-B -15.86778779237667 -15.86778779237667 -15.86778779237667 -15.86778779237667 ESC: 1/50 CONCRETO f'c=210 Kg/cm. -15.86778779237667 -15.86778779237667 d1/2"@.25 d1/2"@.25 d1/2"@.25 d3/8"@.20 TAPA 70x80cm ESC: 1/20 TAPA 60x80cm ESC: 1/20 \A1;MALLA d3/8"@.25 \A1;MALLA d3/8"@.25 \A1;.80 \A1;.60 \A1;.15 \A1;.15 \A1;.60 \A1;.90 \A1;.15 \A1;.15 \A1;.60 \A1;.90 \A1; 0.10 \A1;5.10 \A1;1.90 \A1;.95 \A1;.90 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.70 0,15 0,1 \A1;0.15 \A1;0.80 \A1;0.10 \A1;.35 \A1;.25 \A1;.20 \A1;3.40 \A1;.20 \A1;1.70 \A1;.20 \A1;1.70 \A1;.20 \A1;5.70 \A1;.20 \A1;2.10 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.70 \A1;.60 \A1;.60 \A1; 0.10 \A1;.30 \A1;.80 \A1;.80 \A1;.80 \A1;2.05 \A1;.20 \A1;3.40 \A1;.20 \A1;1.70 \A1;.20 \A1;5.70 \A1; .10 \A1;.40 \A1;.20 \A1; 0.10 \A1; 0.10 \A1;.20 \A1;2.00 \A1;.20 \A1;.15 \A1;1.70 \A1;.20 \A1;2.05 \A1;2.40 \A1;.20 \A1; 0.10 \A1;.80 \A1;.60 \A1;.15 \A1;.15 \A1;.60 \A1;.90 \A1;.15 \A1;.15 \A1;.60 \A1;.90 \A1; 0.10 0,9 \A1;.80 \A1;.70 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.20 \A1;3.00 \A1;.20 \A1;1.50 \A1;.20 \A1;.20 \A1;1.50 \A1;.20 \A1;.55 \A1;.60 \A1;.55 \A1;.80 \A1;.80 \A1;.80 \A1;.35 \A1;.30 \A1; 0.10 \A1; 0.10 \A1;.20 \A1;.20 \A1;.25 \A1; .10 \A1;.40 \A1; 0.10 \A1; 0.10 \A1;.20 \A1;3.00 \A1;.20 \A1;1.50 \A1;5.10 \A1;.20 \A1;1.95 \A1;1.50 \A1;.20 \A1;.15 \A1;1.90 \A1;.20 \A1;1.60 \A1;.20 \A1;1.95 \A1;.80 \A1;.55 \A1;1.80 \A1;1.10 X1 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 X2 5 5 5 5 5 5 5 5 X3 5 5 5 5 5 5 X4 X6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X7 5 5 5 5 5 X5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X8 5 5 5 5 5 5 5 5 5 5 5 X9\H1.5x; 5 5 5 5 5 5 5 X10 5 5 5 5 5 5 5 5 X11 5 5 5 5 5 5 5 5 5 X12 5 5 5 5 5 5 5 5 X13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Y1 5 5 5 5 5 5 5 5 5 5 5 5 Y2 5 5 5 5 5 5 5 5 5 5 5 5 Y3 5 5 5 5 5 5 5 5 5 5 5 5 5 Y4 5 5 5 5 5 5 5 5 Y5 5 5 5 5 5 5 5 5 5 Y6 5 5 5 5 5 5 5 Y7 5 5 5 5 5 5 5 5 5 5 5 5 Y8 5 5 5 5 5 5 5 5 Y9 5 5 5 5 5 5 5 5 5 5 Y10 5 5 5 5 5 5 5 5 5 5 Y11 5 5 5 5 5 5 Y12 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X1 Y1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 X13 Y2 Y3 Y4 Y5 Y6 Y7 Y8 Y9 Y10 Y11 Y12 PR-1 CIMENTACION ESC. 1/75 1 2 3 4 A B C D E A B C D E 1 2 3 4 0.12 NPT. 0.10 0.10 0.30 0.70 0.90 CORTE EJE 2-2, EJE 3-3, EJE C-C 0.12 NPT. 0.10 0.10 0.30 0.70 1.0 CORTE EJE A-A, EJE B-B 0.12 NPT. 0.10 0.10 0.30 0.70 0.80 CORTE EJE 1-1 , EJE 4-4, EJE D-D DETALLE DE CIMENTACION MUROS PORTANTES : LADRILLO REJILLA INDUSTRIAL f'm = 8.3 Mpa ; MORTERO C:A = 1:4 UNIDADES DE ALBAÑILERIA CIMIENTOS 75 mm LOSAS MACIZAS EN 02 DIRECCIONES 20 mm ELEMENTOS DE CONFINAMIENO 20 mm ESPECIFICACIONES TECNICAS RECUBRIMIENTOS CONCRETO ARMADO SOLADOS f'c = 1:12 C:H CIMIENTOS CORRIDOS f'c = 10Mpa+25%PM CONCRETO SIMPLE SOBRE CIMIENTOS f'c = 21 Mpa ELEMENTOS CONFINANATES f'c = 21 Mpa CAPACIDAD PORTANTE DEL SUELO \U+03C3 = 0.28 Mpa ELEMENTOS DE CONFINAMIENTO EJE A-A ESC. 1/75 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 C-1 C-2 C-2 C-3 C-1 C-4 C-1 C-5 C-7 C-2 C-6 C-11 C-12 C-14 C-3 C-6 C-8 C-2 C-10 C-3 C-5 C-5 C-2 C-1 C-6 C-13 C-2 C-9 C-3 C-9 C-6 C-2 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-5 C-12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-2 C-2 C-3 C-1 C-4 C-1 C-5 N8, 1@.05, 4 @0.10, RESTO @ 0.14 DETALLE DE LOS ELEMENTOS DE CONFINAMIENTO VERTICAL TIPO C-1 C-2 C-3 SECCION 8N13 As 4N13 T1 T1 T1 T1: N8: 1 @ .05 , 4 @ .10 , Rsto @ .14 C/ Extr. T2: N8: 1 @.05 , 4 @ .10 , Rsto @ .14 C/ Extr. C-4 8N13+4N10 T2 6N13 Ubicacion en Piso 1º-2º-3º-4° Piso C-5 4N13 T2 C-6 6N13 C-7 6N13+4N10 T2 T2 DETALLE DE LOS ELEMENTOS DE CONFINAMIENTO VERTICAL TIPO C-8 C-9 C-10 SECCION 6N13+4N10 As 6N13+4N10 T1 T1 T1 T1: N8: 1 @ .05 , 4 @ .10 , Rsto @ .14 C/ Extr. T2: N8: 1 @.05 , 4 @ .10 , Rsto @ .14 C/ Extr. C-11 6N13+4N10 T2 6N13+4N10 Ubicacion en Piso 1º-2º-3º-4° Piso C-12 8N13+4N10 T2 C-13 6N13+4N10 C-14 12N13 T2 T2 0.12 0.33 6N13 TIPICO N8,1@0.05;4@0.10;resto@0.15 ESTRIBOS DIMENSION DETALLE DE SOLERAS TIPO PR-1 DETALLE DE LOSA ARMADA EN DOS DIRECCIONES TIPICA ESC. 1/75 1 2 3 4 A B C D E A B C D E 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-2 C-2 C-3 C-1 C-4 C-1 C-5 C-7 C-2 C-6 C-11 C-12 C-14 C-3 C-6 C-8 C-2 C-10 C-3 C-5 C-5 C-2 C-1 C-6 C-13 C-2 C-9 C-3 C-9 C-6 C-2 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-5 C-12 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 N10@0.25 ESC. 1/125 ESC. 1/125 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 N8, 1@.05, 4 @0.10, RESTO @ 0.14 N8, 1@.05, 4 @10, RESTO @ 0.15 CIMENTACION ESC. 1/75 CORTE A-A CONCRETO 175 kg/Cm2 PLANTA CAMARA DE VALVULA PVC d160mm PVC d160mm A CONCRETO 175 kg/Cm2 VALVULA d160mm PVC d160mm PVC d160mm A VALVULA d160mm 5 5 5 5 5 5 5 ESC: 1/10 TAPA NTN. NTN. ASA Ø3/8" \A1;MALLA d3/8"@.25 5 CONCRETO 175 kg/cm2 5 ESC: 1/20 ESC: 1/20 5 MEZCLA CEMENTO: arena fina en proporcion 1:12 e= 2.00cm de 0.500 kg/bol. de cem. de 42.50 kg. RECUBRIMIENTOS Muros Losa de piso 7.50 cm 7.50 cm Acabado frotachado fino con aditivo impa Nº 1 en la proporcion TUBERIAS CONCRETO TAPAS CONCRETO MUROS ACERO SOLADO TARRAJEO INTERIOR: F`C= 175 KG/CM2 MEZCLA C:H 1:12 F`C= 175 KG/CM2 F`Y= 4200 KG/CM2 PVC-SAL UNION FLEXIBLE ( Ø6") ESPACIFICACIONES TECNICAS CONCRETO LOSA DE PISO F`C= 175 KG/CM2 Cº Armado Cº SIMPLE Cº SIMPLE 5 TAPA LONGITUD DE GANCHO EN 90º d 3/8" 20.0 L (cm) 1/2" 25.0 ESC: 1/20 5 5 TAPA 60x80cm ESC: 1/20 \A1;MALLA d3/8"@.25 MEZCLA CEMENTO: arena fina en proporcion 1:12 e= 2.00cm de 0.500 kg/bol. de cem. de 42.50 kg. RECUBRIMIENTOS Muros Losa de piso 7.50 cm 7.50 cm Acabado frotachado fino con aditivo impa Nº 1 en la proporcion TUBERIAS CONCRETO TAPAS CONCRETO MUROS ACERO SOLADO TARRAJEO INTERIOR: F`C= 210 KG/CM2 MEZCLA C:H 1:12 F`C= 210 KG/CM2 F`Y= 4200 KG/CM2 PVC-SAL UNION FLEXIBLE ( Ø6") ESPACIFICACIONES TECNICAS CONCRETO LOSA DE PISO F`C= 210 KG/CM2 Losa de techo 5.00 cm Cº Armado Cº Armado Cº Armado CONCRETO TECHO F`C= 210 KG/CM2 Cº Armado 5 5 5 5 5 5 5 5 5 5 0.10 5 5 CORTE A-A CONCRETO 175 kg/Cm2 PLANTA CAMARA DE VALVULA PVC d160mm PVC d160mm A CONCRETO 175 kg/Cm2 VALVULA d160mm PVC d160mm PVC d160mm A VALVULA d160mm 5 5 5 5 5 5 5 ESC: 1/10 TAPA NTN. NTN. ASA Ø3/8" \A1;MALLA d3/8"@.25 5 CONCRETO 175 kg/cm2 5 ESC: 1/20 ESC: 1/20 5 MEZCLA CEMENTO: arena fina en proporcion 1:12 e= 2.00cm de 0.500 kg/bol. de cem. de 42.50 kg. RECUBRIMIENTOS Muros Losa de piso 7.50 cm 7.50 cm Acabado frotachado fino con aditivo impa Nº 1 en la proporcion TUBERIAS CONCRETO TAPAS CONCRETO MUROS ACERO SOLADO TARRAJEO INTERIOR: F`C= 175 KG/CM2 MEZCLA C:H 1:12 F`C= 175 KG/CM2 F`Y= 4200 KG/CM2 PVC-SAL UNION FLEXIBLE ( Ø6") ESPACIFICACIONES TECNICAS CONCRETO LOSA DE PISO F`C= 175 KG/CM2 Cº Armado Cº SIMPLE Cº SIMPLE INGRESO PVC-SAL d150mm 5 TAPA LONGITUD DE GANCHO EN 90º d 3/8" 20.0 L (cm) 1/2" 25.0 ESC: 1/20 5 5 5 NTN. NTN. 5 PVC-SAL d150mm SALIDA TEE NTN. NTN. PLANTA 5 5 5 5 Registro d150mm ESC: 1/20 5 5 5 5 5 5 B B A PVC-SAL d150mm PVC-SAL d150mm PVC Ø150mm SALIDA A CODO Ø200mm 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/20 PVC SAL Ø 8" 10% 0.10 5 Registro d150mm Registro d150mm 5 5 5 5 5 5 5 5 5 5 CORTE A-A CONCRETO f'c=210 Kg/cm. CONCRETO f'c=210 Kg/cm. .10 5 5 0.10 0.10 PVC SAL Ø 8" CONCRETO f'c=210 Kg/cm. 10% d1/2"@.25 d1/2"@.25 d3/8"@.20 PVC-SAL Ø150 mm INGRESO 5 TEE 150mmx150mm d1/2"@.25 TEE 150mmx150mm TEE 150mmx150mm 5 5 150mmx150mm CORTE B-B 5 5 5 5 ESC: 1/50 CONCRETO f'c=210 Kg/cm. 5 5 d1/2"@.25 d1/2"@.25 d1/2"@.25 d3/8"@.20 TAPA 70x80cm ESC: 1/20 TAPA 60x80cm ESC: 1/20 \A1;MALLA d3/8"@.25 \A1;MALLA d3/8"@.25 MEZCLA CEMENTO: arena fina en proporcion 1:12 e= 2.00cm de 0.500 kg/bol. de cem. de 42.50 kg. RECUBRIMIENTOS Muros Losa de piso 7.50 cm 7.50 cm Acabado frotachado fino con aditivo impa Nº 1 en la proporcion TUBERIAS CONCRETO TAPAS CONCRETO MUROS ACERO SOLADO TARRAJEO INTERIOR: F`C= 210 KG/CM2 MEZCLA C:H 1:12 F`C= 210 KG/CM2 F`Y= 4200 KG/CM2 PVC-SAL UNION FLEXIBLE ( Ø6") ESPACIFICACIONES TECNICAS CONCRETO LOSA DE PISO F`C= 210 KG/CM2 Losa de techo 5.00 cm Cº Armado Cº Armado Cº Armado CONCRETO TECHO F`C= 210 KG/CM2 Cº Armado Tapa 60x80cm Tapa 70x80cm Tapa 60x80cm Tapa 60x80cm Tapa 70x80cm Tapa 60x80cm Tapa 60x80cm Tapa 70x80cm Tapa 60x80cm Registro d150mm PVC-SAL Ø150 mm INGRESO 0.10 5 5 5 5 5 5 5 5 5 5 5 5 0.10 CODO Ø200mm PVC Ø200mm SALIDA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Registro d150mm 5 5 5 INGRESO PVC-SAL d150mm A Tapa 70x80cm Tapa 60x80cm Tapa 60x80cm PVC Ø150mm SALIDA A Tapa 70x80cm Tapa 60x80cm Tapa 60x80cm PVC-SAL d150mm PVC-SAL d150mm Tapa 70x80cm Tapa 60x80cm Tapa 60x80cm Registro d150mm B B CODO Ø200mm CODO Ø200mm PVC Ø200mm SALIDA PLANTA ESC: 1/20 Registro d150mm Registro d150mm 5 5 5 NTN. NTN. 5 5 PVC-SAL Ø150 mm INGRESO TEE 150mmx150mm 0.10 0.10 5 5 TEE 150mmx150mm 5 PVC-SAL d150mm SALIDA .10 5 TEE 150mmx150mm 10% 10% PVC SAL Ø 8" 0.10 0.10 PVC SAL Ø 8" CONCRETO f'c=210 Kg/cm. CONCRETO f'c=210 Kg/cm. d3/8"@.20 CONCRETO f'c=210 Kg/cm. d1/2"@.25 d1/2"@.25 ESC: 1/20 5 5 5 5 5 CORTE A-A 5 5 TEE NTN. NTN. 5 5 150mmx150mm CORTE B-B 5 ESC: 1/50 CONCRETO f'c=210 Kg/cm. 5 5 d1/2"@.25 d1/2"@.25 d1/2"@.25 d3/8"@.20 5 5 5 TAPA 60x80cm ESC: 1/20 \A1;MALLA d3/8"@.25 5 5 LURATOPSISTEMAS 5 5 TANQUE SÉPTICO JULIO DEL 2012 INDICADA DISEÑO: REVISADO: M.A.S.C APROBADO: DIBUJO: Marco_Sanz7@hotmail.com PROYECTO: PLANO : ESCALA: FECHA: PT-02 N° LAMINA: : REGION PROVINCIA DISTRITO : : ANCASH A. RAYMONDI ACZO INSTALACIÓN DEL SISTEMA DE DESAGUE EN EL CASERÍO DE CHOCCHI LUGAR : CHOCCHI UBICACIÓN FORMATO: A-2 MUNICIPALIDAD DISTRITAL DE ACZO

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, box, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, population, provision, rural, septic, septic tank, tank, treatment, treatment plant, valve, wasser bestimmung, wastewater, water