Details Of Cases DWG Detail for AutoCAD

Details Of Cases DWG Detail for AutoCAD

Check boxes sewage installation

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

scale, minimum variable, minimum, c.i.e., c.i.s., variable, variable, variable, minimum, minimum variable, scale, rail no., rail no., rail no., reinforcement no., section, Repository box, section, fat trap box, plant, absorption well, do not move, pvc variable, entry, pend., projection base of box no. both senses, cement tube long. variable, Variable pvc output pend, minimum variable, variable pvc input pend, Variable pvc output pend, cement pipe, cover box both ways, stuffing select material compacted modified poroctor a minimum layer of, base box both ways, Variable pvc output pend, base box both ways, cover box both ways, pvc elbow, pvc, entry, pvc output, cement tube long. variable, pvc tee, minimum, Reinforcement cover no., cement pipe, pvc elbow, pvc entry, pvc output, pvc tee, brick wall, pvc tube outlet, electromagnetic cover curtain, staircase no., pvc tube inlet, c.i.e., c.i.s., staircase no., water level, pvc tube inlet, brick wall, registration cover no. both senses, base no. both senses, smoothed cement rounded corners, electromagnetic cover curtain, pvc tube outlet, Solera no. alacran no., projection briquette of cooked brick of placed of end, ban pvc cie cota, tee, absorption well, cover projection, brocal of cooked brick of placed of rope, variable, concrete maintenance cover in both directions, pvc ventilation tube located on the face of the nearest adjoining wall, perimeter sill not. link, brick wall made of terracotta clay, give pvc cie cota, curved brick mud brick of placed tip, in case the ground is sandy store collapsing the walls, tee, inner diameter concrete pipe with diameter perforations, perforations, permeable level, pit bottom lining with stone ball, They give pvc, pend, pvc ventilation pipe, They give pvc, pend, They give pvc, pend, septic tank, income area for maintenance, pvc ventilation pipe, reinforced concrete slab, They give pvc, pend, They give pvc, pend, c.i.e., concrete cover no. in both ways, slab of reinforced concrete see plant, iron stairway no. painted with anticorrosive, Stair not. in both ways, walking stick, bottom slab no. in both ways, walking stick, home candle, They give pvc, pend, green area platform elevation, foundation no. corridos cane no., variable, variable, minimum, no., cover no. in both ways, pvc male threaded log plug, couplet with pvc thread, in both ways, siphon pvc pvc pipe, reinforcement no. alacran no., cover no. in both ways, reinforcement no. crown no. in both ways, Concrete pipe indicated, Invert dimensions note according to terrain topography, in both entities, concrete pipe outlet, pvc tube, Universal union, ball, pvc nipple, adap pvc male, do not. anticorrosive hands, of pvc, reinforcement no. in both ways, ball, removable pvc tube, Universal union, concrete anchor, Universal union, ball, Reinforcement cover no., stop for cover no., concrete pipe, bentonite provide all the depth of, filling material select compac

Raw text data extracted from CAD file:

0 ESCALA 1: \A1;0.60 \A1;0.075 \A1;0.75 \A1;0.075 2 123 0.08 0.68 0.08 0.76 0.08 0.61 0.07 0.76 0.05 VARIABLE MINIMO 0.50 0.07 0.13 0.08 0.08 0.08 0.13 0.50 0.03 0.04 0.35 0.04 0.50 0.04 0.50 0.04 0.57 0.07 0.57 0.07 0.08 0.59 0.08 0.74 0.08 0.61 0.08 0.76 0.09 0.60 0.07 0.76 0.05 0.05 0.56 0.07 MINIMO 0.20 0.08 0.31 5.07 0.30 0.08 0.82 0.08 0.43 0.08 0.59 0.04 0.12 C.I.E. C.I.S. 0.12 2.51 1.38 0.21 0.50 0.23 0.45 0.45 0.23 0.23 0.90 0.23 0.45 0.45 1.20 VARIABLE 0.81 0.98 0.15 0.30 0.08 0.07 0.05 1.12 0.06 1.23 1.30 0.15 0.75 0.08 0.07 0.80 0.07 0.07 0.90 0.15 0.80 0.15 2.00 0.15 0.35 0.10 1.80 3.00 0.95 0.90 0.15 1.70 0.15 2.00 0.45 0.07 0.08 0.80 0.08 0.08 0.85 0.10 0.35 0.00 3.00 0.20 0.20 0.90 0.15 0.80 0.15 2.00 0.85 1.20 0.85 1.20 0.45 0.55 0.45 0.55 0.15 0.50 0.70 0.50 0.70 0.15 0.45 0.15 0.80 0.15 1.45 0.45 0.08 0.07 0.80 0.07 0.08 0.94 0.15 1.90 0.15 0.05 0.08 0.36 0.15 0.30 1.60 0.30 0.43 0.60 0.10 0.35 0.60 0.30 0.05 0.40 0.40 0.40 0.40 0.50 0.60 1.30 0.35 0.10 0.40 0.05 0.15 VARIABLE 0.10 0.29 0.30 0.06 VARIABLE 0.10 0.05 MINIMO 0.04 0.41 0.00 0.04 0.36 0.04 0.03 0.38 0.03 0.45 0.45 0.05 0.36 0.00 0.10 0.18 0.04 0.45 0.07 0.61 0.07 0.74 0.05 0.05 0.75 0.07 0.60 0.07 75.00 0.75 0.60 0.08 0.07 0.07 VARIABLE MINIMO 0.50 0.05 0.76 0.07 0.62 0.07 0.08 0.61 0.08 0.76 0.45 0.15 0.75 0 ESCALA 1: ESCALA 1: 0 0.59 0.30 RIEL 1 No. 3 R RIEL 1 No. 3 P2 R R P3 P1 RT3 RT1 B1 T1 B3 RT2 T2 B2 T3 RT1 RT3 P1 B3 P3 P2 RIEL I No. 3 RT2 RT1 T3 RT3 R B1 B3 B3 REFUERZO I No. 3 B2 SECCION CAJA REPOSADERA C-3 10 0.10 0.20 0.30 C3 513 SECCION CAJA DE TRAMPA DE GRASAS C-4 10 0.10 0.20 0.30 C4 513 PLANTA POZO DE ABSORCION C-6 20 0.20 0.40 0.60 C6 513 5 0.075 5 C 513 0.075 NO MOVER T2 RT2 B2 T2 RT2 B2 5 5 5 5 PVC d VARIABLE ENTRADA PEND. 2% PROYECCION BASE DE CAJA No. 3 @ 0.15 AMBOS SENTIDOS \W8.51457; TUBO CEMENTO Ø 24" \W0.27648; LONG. VARIABLE 5 5 5 5 SALIDA PVC Ø VARIABLE PEND 2% 5 5 5 5 5 VARIABLE MINIMO 0.50 5 ENTRADA PVC Ø VARIABLE PEND 2% \W7.51457; SALIDA PVC Ø VARIABLE \W5.41933; PEND 2% TUBO DE CEMENTO Ø 24" TAPADERA CAJA No.3 @ 0.15 AMBOS SENTIDOS RELLENO MATERIAL SELECTO COMPACTADO A 95% POROCTOR MODIFICADO UNA CAPA MINIMA DE 0.25 BASE CAJA No.3 @ 0.15 AMBOS SENTIDOS A 513 5 5 5 5 5 5 5 5 5 5 5 C 513 \W7.51457; SALIDA PVC Ø VARIABLE \W5.41933; PEND 2% BASE CAJA No.3 @ 0.15 AMBOS SENTIDOS TAPADERA CAJA No.3 @ 0.15 AMBOS SENTIDOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CODO 90° PVC Ø 2" PVC d 2" ENTRADA \W2.46695; SALIDA PVC Ø 2" \W8.51457; TUBO CEMENTO Ø 24" \W0.27648; LONG. VARIABLE TEE PVC Ø 2" D 513 5 5 5 5 5 5 5 5 MINIMO 0.20 \A1;HALADOR \A1;Ø\A1; \A1;\C2;\S3/8;\A1;" TAPADERA REFUERZO No. 3 @ 0.15 TUBO DE CEMENTO Ø 24" CODO 90° PVC Ø 2" ENTRADA PVC Ø 2" \W2.46695; SALIDA PVC Ø 2" \W4.80029; TEE PVC Ø 2" 5 5 5 5 5 5 5 5 5 5 MURO DE LADRILLO SALIDA DE TUBO PVC CORTINA + TAPADERA ELECTROMALLA 6"x6" 6/6 ESCALERA No. 5 @ 0.40 ENTRADA DE TUBO PVC 5 5 C.I.E. C.I.S. 5 5 5 5 5 ESCALERA No. 5 @ 0.40 NIVEL DE AGUA ENTRADA DE TUBO PVC \W5.19048; MURO DE LADRILLO TAPADERA DE REGISTRO No. 3 @ 0.15 AMBOS SENTIDOS 0.60 x 0.60 \W9.23810; BASE \W2.00000; No. 3 @ 0.15 AMBOS SENTIDOS ALISADO DE CEMENTO ESQUINAS REDONDEADAS CORTINA + TAPADERA \W5.52381; ELECTROMALLA \W8.33333; 6"x6" 6/6 SALIDA DE TUBO PVC \W6.09524; SOLERA \W3.23810; 2 No. 3 + ALACRAN No. 2 \W6.14286; @ 0.15 5 5 5 5 5 5 5 5 5 PROYECCION BROCAL DE LADRILLO COCIDO DE 0.065 x 0.11 x 0.23 COLOCADO DE PUNTA BAN PVC Ø 8" CIE = COTA 97.45 TEE 8" POZO DE ABSORCION PROYECCION TAPADERA BROCAL DE LADRILLO COCIDO DE 0.065 x 0.11 x 0.23 COLOCADO DE SOGA F 513 1.20 VARIABLE 5 5 5 5 5 5 5 5 5 5 TAPADERA DE MANTENIMIENTO DE CONCRETO No.3 @ 0.15 EN AMBOS SENTIDOS \W3.58067; TUBO DE VENTILACION Ø 2 \W3.19048; DE PVC LOCALIZADO EN EL \W3.19048; ROSTRO DEL MURO COLINDANTE \W3.19048; MAS CERCANO 5 SOLERA PERIMETRAL 2 No. 3+ ESLABON No.2 @ 0.15 BROCAL DE LADRILLO DE BARRO COCIDO DE 0.065 x 0.11 x 0.23 COLOCADO DE SOGA DAN PVC Ø 8" CIE = COTA 97.45 BROCAL DE LADRILLO DE BARRO COCIDO DE 0.065 x 0.11 x 0.23 COLOCADO DE PUNTA EN CASO QUE EL TERRENO SEA ARENOSO Y TIENDA A DERRUMBARSE LAS PAREDES TEE 6" TUBO DE CONCRETO DE 36" DE DIAMETRO INTERIOR CON PERFORACIONES DE 1" DE DIAMETRO @ 0.15 PERFORACIONES NIVEL PERMEABLE FORRO DEL FONDO DEL POZO CON PIEDRA BOLA E 513 5 5 5 5 5 5 5 5 5 5 5 5 DAN PVC Ø 6" PEND 1.5% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBO DE VENTILACION PVC Ø 2" DAN PVC \W7.26485; Ø 4" PEND 1.5% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DAN PVC Ø 6" PEND 1.5% FOSA SEPTICA AREA DE INGRESO PARA MANTENIMIENTO TUBO DE VENTILACION PVC Ø 2" LOSA DE CONCRETO ARMADO DAN PVC \W7.26485; Ø 4" PEND 1.5% G 513 G 513 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 DAN PVC \W7.26485; Ø 8" PEND 1.5% \W0.42857; C.I.E. 98.89 TAPADERA DE CONCRETO 6 No. 3 @0.15 EN AMBOS SENTIDOS LOSA DE DE CONCRETO ARMADO VER PLANTA ESCALINATA HIERRO No. 5 PINTADAS CON ANTICORROSIVO ESCALINA No. 3 @ 0.15 EN AMBOS SENTIDOS ESCALINA No. 3 @ 0.15 EN AMBOS SENTIDOS BASTON LOSA INFERIOR No. 3 @ 0.15 EN AMBOS SENTIDOS BASTON A CANDELA \W0.38095; DOMICILIAR DAN PVC Ø 4" PEND 1.5% AREA VERDE COTA DE PLATAFORMA 100.00= (NIV = -0.25) CIMIENTO CORRIDO 3 No. 3 CORRIDOS + BASTON No. 3 @ 0.15 5 VARIABLE 5 5 5 5 VARIABLE 0.10 0.05 MINIMO \W1.42857; ASA No. 3 \W6.38095; TAPADERA No. 3 @ 0.15 EN \W0.66667; AMBOS SENTIDOS TAPON DE REGISTRO MACHO ROSCADO PVC 2" COPLA CON ROSCA PVC 2" No.3 @ 0.30 EN AMBOS SENTIDOS \W0.71429; SIFON PVC TUBERIA DE \W1.24733; PVC Ø 4" \W4.04762; REFUERZO \W3.23810; 2 No. 3 + ALACRAN No. 2 \W6.14286; @ 0.20 \W6.38095; TAPADERA No. 3 @ 0.15 EN \W0.66667; AMBOS SENTIDOS \W7.80952; REFUERZO 4 No. 3 + CORONA \W1.66667; No. 2@ 0.120 EN \W1.47619; AMBOS SENTIDOS \W1.93476; TUBO DE \W0.93476; CONCRETO Ø INDICADO NOTA COTAS INVERT SEGUN TOPOGRAFIA DEL TERRENO \W8.04762; No.3 @ 0.30 EN AMBOS ENTIDOS \W6.68586; SALIDA TUBO CONCRETO Ø 12" TUBO PVC Ø 4" 5 5 5 5 5 5 \W3.23810; UNION UNIVERSAL UNION UNIVERSAL \A1;LLAVE DE BOLA \A1;DE 1 \A1;\C3;\S1/2;\A1;" NIPLE DE PVC ADAP. MACHO PVC ADAP. MACHO PVC 5 5 5 5 5 5 5 5 0.10 5 5 No. 3 2 MANOS DE ANTICORROSIVO \A1;MANGAS DE PVC \A1;Ø\A1; \A1;\C2;\S1/2;\A1;" REFUERZO No. 2 @ 0.15 EN AMBOS SENTIDOS \A1;LLAVE DE BOLA \A1;Ø\A1; 1 \A1;\C2;\S1/2;\A1;" TUBO DE PVC Ø 8" DESMONTABLE UNION UNIVERSAL ANCLAJE DE CONCRETO UNION UNIVERSAL \A1;PIEDRA BOLA \A1;DE \A1;Ø\A1; \A1;\C2;\S3/4;\A1; Y 1" 5 H 513 0.07 5 5 5 5 5 0.75 \A1;HALADOR \A1;Ø\A1; \A1;\C2;\S3/8;\A1;" TAPADERA REFUERZO No. 3 @ 0.15 \A1;ANGULAR \A1;2" x 2" x \A1;\C2;\S1/8;\A1;" TOPE PARA TAPADERA 1 No. 3 \A1;POLIDUCTO \A1;Ø\A1; \A1;\C2;\S1/2;\A1;" TUBO DE CONCRETO Ø 24" \A1;TIERRA + BENTONITA \A1;EN PROPORCION \A1;\C2;\S1/1;\A1; \A1;EN TODA LA PROFUNDIDAD DE \A1;LAVARILLA \W9.04762; RELLENO MATERIAL SELECTO COMPACTADO A 95% PROCTOR MODIFICADO UNA CAPA MINIMA DE 0.25 BASE No. 3 @ 0.15 AMBOS SENTIDOS PROYECCION BASE DE CAJA No. 3 @ 0.15 AMBOS SENTIDOS SALIDA PVC Ø VARIABLE PEND 2% PEND. 2% ENTRADA PVC d VARIABLE 5 5 0.07 5 5 5 TUBO CEMENTO Ø 24" LONG. VARIABLE 5 5 BASE CAJA No.3 @ 0.15 AMBOS SENTIDOS RELLENO MATERIAL SELECTO COMPACTADO A 95% POROCTOR MODIFICADO UNA CAPA MINIMA DE 0.25 TAPADERA CAJA No.3 @ 0.15 AMBOS SENTIDOS TUBO DE CEMENTO Ø 24" \W7.51457; SALIDA PVC Ø VARIABLE \W5.41933; PEND 2% ENTRADA PVC Ø VARIABLE PEND 2% 5 VARIABLE MINIMO 0.50 5 5 5 5 0.07 JALADOR 1 No. 2 B 513 PEND. 2% PVC d VARIABLE ENTRADA 5 5 5 PLANTA CAJA DE UNION SIMPLE C-1 10 0.10 0.20 0.30 1 513 PLANTA CAJA DE REGISTRO C-2 10 0.10 0.20 0.30 2 513 PLANTA CAJA REPOSADERA C-3 10 0.10 0.20 0.30 3 513 PLANTA CAJA TRAMPA DE GRASA 10 0.10 0.20 0.30 4 508 C-4 PLANTA CAJA SIFON 10 0.10 0.20 0.30 5 513 UNIFICADOR C-5 PLANTA POZO DE ABSORCION C-6 10 0.10 0.20 0.30 6 513 SECCION CAJA DE UNION SIMPLE C-1 10 0.10 0.20 0.30 A 513 SECCION CAJA DE REGISTRO C-2 10 0.10 0.20 0.30 B 513 SECCION CAJA REPOSADERA C-3 10 0.10 0.20 0.30 C 513 SECCION CAJA TRAMPA DE GRASA 10 0.10 0.20 0.30 D 513 C-4 SECCION CAJA SIFON 10 0.10 0.20 0.30 E 513 UNIFICADOR C-5 SECCION POZO DE ABSORCION C-6 10 0.10 0.20 0.30 F 513 PLANTA ACOTADO FOSA SEPTICA C-7 10 0.10 0.20 0.30 7 513 PLANTA LOSA FOSA SEPTICA C-7 10 0.10 0.20 0.30 8 513 SECCION CAJA PARA LLAVE 20 0.20 0.40 0.60 9 513 DE BOLA C-9 SECCION CAJA PARA LLAVE 20 0.20 0.40 0.60 H 508 DE BOLA C-9 SECCION CAJA DE REGISTRO 20 0.20 0.40 0.60 10 513 ELECTRICO SECCION CAJA DE REGISTRO 20 0.20 0.40 0.60 11 513 CON TAPON DE LIMPIEZA SECCION FOSA SEPTICA 20 0.20 0.40 0.60 G 513 C-7 5 DETALLLES DE CAJAS INSTALACIONES 514

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	abwasserkanal, autocad, banhos, boxes, casa de banho, cases, check, DETAIL, details, DWG, fosse septique, installation, mictório, plumbing, sanitär, Sanitary, sewage, sewer, toilet, toilette, toilettes, urinal, urinoir, wasser klosett, WC