Details Draynage Mailboxes DWG Detail for AutoCAD

Details Draynage Mailboxes DWG Detail for AutoCAD

Detail different mailboxes to lay drainage

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

Prov, country, region:, flat, draft, Dist., Location, Ing. Antonio covers carpio, District municipality of, Fair adolfo urday manchego, Tec.civ.r. Figueroa p., Tec.civ.r. Figueroa p., Condesuyos, Arequipa, Iray, Peru, Cad drawing, mayor:, Lev., Cip, scale:, reviewed:, date:, February, sheet:, Less than m., Mailbox detail, Concrete lid with frame, To the tube, Cast iron npt, Vertical cut, To tube, Nf., Concrete data, Vertical cut, Letter box, In larger falls m., Lateral coating, In cs.s.n., Gray elbow, Nf., Manufactured accessory, With the depth of the mailbox, Each side of the tube, Cast iron npt, armor, Concrete f’c armed for, Concrete f’c reinforced for slab walls, Boot diameter, Simple concrete, Note: smaller depths of walls of simple c ° f’c, Thickness m., armor, background, Slabs, mesh, diagonal, Thickness m., ceiling, Bottom: m., Roof: m., Concrete f’c, Steel f’y, covering, To tube, Eccentric cap, Concentric cap, To the tube, Vertical cut, Less than m. Of depth, To tube, To the tube, Vertical cut, To tube, Greater than m. Of depth, Concrete lid with frame, Cast iron npt, armor, Concrete lid with frame, Cast iron npt, armor, Type boot, Lower roof scaffolding, scale, Reinforcement of, Lower roof scaffolding, grill, grill, Type boot, scale, Eccentric cap, depth, Vertical cut, To the tube, Cast iron npt, Concrete lid with frame, Greater than m. Of depth, Reinforcement of, Lower roof scaffolding, grill, Bottom slab, See picture, Type boot, scale, Frame cover fº fº kg., For framing, Minimal fall, Elbow, Fºfº, concrete, plaster, mixture, Fall details, Leave rough surface, In all mailboxes, In all mailboxes, Leave rough surface, In all mailboxes, Leave rough surface, Borders, Rounded, Bruna, circular, asphalt, filling, Placement of frames covers, Fc, Bruna, circular, Fc, Without pavement, With concrete pavement, With asphalt pavement, Buzzer in fall, Note tapas frames when they are concentric with, The mailbox of m. Less depth ensures, In the same way as the eccentric ones., Mailboxes used according to pipe diameter, Pipe diameter, mailbox, Measures to be used in falls, Diameter of the arriving tube, Drop diameter, Opening length, Fºgº tube rails, Formed by accessories of the, Same material, Of radial, Of circular, In each layer, Rest platform, For half height heights in mailboxes of m. But prof., Fc, Lower roof scaffolding, Case cover concentrica, Case cap eccentric, Bottom slab, Vertical section, Fc, Lower depth, Of m., typical, Type boot, slab, Boot diameter, mesh, diameter, armor, Simple c, Cºsº, Note smaller depths of concrete walls, Simple f’c, Cºsº, Note smaller depths of concrete walls, Simple f’c, armor, Simple c, Simple c, Bottom slab, mesh, diameter, slab, Boot diameter, Vertical section, typical, Fc, Greater depth m., Maximum ma, Lower roof scaffolding, Case cover concentrica, Lower roof scaffolding, Fc, Case cap eccentric, Fc, Up, circular, See picture, Type boot, Esc., design., mayor:, Cad drawing, Peru, Location, Dist., draft, flat, region:, country, Prov, date:, reviewed:, scale:, Drainage extension, sheet:, draft, flat, Location, Prov, Dist., country, region:, Peru, mayor:, Cad drawing, design., August, date:, scale:, reviewed:, Drainage extension, sheet:, Manufactured accessory, Nf., Gray elbow, Concrete data, Mailbox detail, Cast iron npt, Concrete lid with frame, To tube, To the tube, In cs.s.n., To tube, Vertical cut, To the tube, To tube, Vertical cut, Drainage extension, Concrete f’c reinforced for slab walls, draft, reviewed:, flat, Location, design., August, date:, Prov, Dist., country, region:, Peru, mayor:, Cad drawing, Cast iron npt, In larger falls m., Letter box, Vertical cut, Concrete lid with frame, Concrete f’c, Concrete f’c armed for, depth, Note: smaller depths of walls of simple c ° f’c, ceiling, Thickness m., diagonal, mesh, Slabs, background, armor, Thickness m., covering, Steel f’y, Roof: m., Bottom: m., Simple concrete, Boot diameter, Less than m., To the tube, Vertical cut, armor, With the depth of the mailbox, To tube, Each side of the tube, Vertical cut, To the tube, Nf., Lateral coating, scale:, sheet:, Lower roof scaffolding, Cast iron npt, Concrete lid with frame, Concentric cap, Less than m. Of depth, armor, Type boot, scale, grill, Reinforcement of, grill, Concrete lid with frame, Cast iron npt, Lower roof scaffolding, Greater than m. Of depth, T

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.30 \A1;VARIABLE \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;H2 \A1;0.20 \A1;0.60 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.1 \A1;0.90 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.60 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;H \A1;VARIABLE \A1;H2 \A1;0.30 \A1;0.60 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;H \A1;VARIABLE \A1;H2 \A1;0.30 PROV: PAIS : REGION: PLANO PROYECTO : DIST. : UBICACION : Ing. Antonio Abarca del Carpio 1/1000 MUNICIPALIDAD DISTRITAL DE I R A Y ADOLFO JUSTO URDAY MANCHEGO Tec.Civ.R. FIGUEROA P. cel.(9)305813 Tec.Civ.R. FIGUEROA P. P L A N T A G E N E R A L C O N S T R U C C I O N D E S A G U E T R A M O I R A Y cel.(9)305813 CONDESUYOS AREQUIPA IRAY PERU DIBUJO CAD : ALCALDE: LEV. CIP 63269 ESCALA: REVISADO: FECHA: I R A Y FEBRERO 2005 PL-01 LAMINA: MENOR DE 3.00 m. DETALLE DE BUZONES TAPA DE CONCRETO CON MARCO DE TAPA DE CONCRETO CON MARCO DE \A1;= al Ø del Tubo FIERRO FUNDIDO NPT 339.111.82 S = 30% CORTE VERTICAL \A1;1.20 \A1;.15 \A1;0.20 \A1;= al Ø de Tubo \A1;0.15 \A1;VARIABLE \A1;0.20 NIPLE DE Fº GRIS \A1;.15 f´c = 175 Kg/cm² f´c = 140 Kg/cm² DADO DE CONCRETO \A1;1.20 C A N A L E T A CORTE VERTICAL BUZON CON CAIDA SANITARIA En caídas mayores a 1.00 m. \A1;.15 \A1;.15 RECUBRIMIENTO LATERAL 0.15m. f´c = 175 Kg/cm² EN C.S.N. CODO DE 90º DE Fº GRIS NIPLE DE Fº GRIS ACCESORIO FABRICADO Ø 3/8" @ 0.25 Ø 3/8" @ 0.20 f´c = 210 Kg/cm² S=30% \A1;VARIABLE CON LA PROFUNDIDAD DEL BUZON \A1;0.15 \A1;25.00 A CADA LADO DEL TUBO FIERRO FUNDIDO NPT 339.111.82 ARMADURA Ø 1/2" \A1;0.20 CONCRETO f'c = 210 Kg/cm² (CONCRETO ARMADO PARA TECHOS) CONCRETO f'c = 175 Kg/cm² (Cº ARMADO PARA MUROS y LOSA DE FONDO) DIAMETRO BUZON Ø 1/2" a 0.12 m. CONCRETO SIMPLE NOTA: Profundidades menores de 3.00 m, muros de Cº Simple f'c = 175 Kg/cm² Espesor = 0.20 m. ARMADURA FONDO 0.20 M. LOSAS MALLA DIAGONAL Espesor = 0.20 m. TECHO Ø 5/8" 1.20 m. FONDO: 0.075 m. TECHO: 0.025 m. CONCRETO f'c = 175 Kg/cm² (CONCRETO SIMPLE) ACERO f'y = 4,200 Kg/cm² RECUBRIMIENTO \A1;0.20 \A1;VARIABLE H=3.00 H=5.60 \A1;0.20 \A1;= al Ø de Tubo \A1;0.15 TAPA EXCENTRICA TAPA CONCENTRICA \A1;= al Ø del Tubo S = 30% CORTE VERTICAL Menor de 1.50 m. de Profundidad \A1;.15 \A1;1.20 \A1;0.20 \A1;= al Ø de Tubo \A1;0.15 \A1;0.20 \A1;VARIABLE H=1.20 H=1.50 \A1;= al Ø del Tubo CORTE VERTICAL \A1;.15 \A1;.15 \A1;= al Ø de Tubo \A1;0.20 \A1;0.15 \A1;1.20 \A1;.15 f´c = 175 Kg/cm² S = 30% Mayor de 1.50 m. de Profundidad \A1;0.20 \A1;VARIABLE H=1.50 H=3.00 TAPA DE CONCRETO CON MARCO DE FIERRO FUNDIDO NPT 339.111.82 ARMADURA Ø 1/2" Ø 3/8" @ 0.20 f´c = 175 Kg/cm² Ø 3/8" @ 0.25 TAPA DE CONCRETO CON MARCO DE FIERRO FUNDIDO NPT 339.111.82 ARMADURA Ø 1/2" BUZON TIPO - "A" ARMADURA INFERIOR LOSA TECHO D = 0.60 m. Escala - 1/20 \A1;0.72 \A1;0.66 REFUERZO 4 Ø de 5/8" REFUERZO 4 Ø de 5/8" \A1;0.68 ARMADURA INFERIOR LOSA TECHO D = 0.60 m. PARRILLA Ø 1/2" a 0.12m. \A1;0.72 \A1;0.72 PARRILLA Ø 1/2" a 0.12m. BUZON TIPO - "B" Escala - 1/20 TAPA EXCENTRICA E S P E C I F I C A C I O N E S PROFUNDIDAD \A1;.15 CORTE VERTICAL \A1;.15 \A1;1.20 \A1;= al Ø del Tubo S = 30% f´c = 175 Kg/cm² f´c = 175 Kg/cm² Ø 1/2" @ 0.25 Ø 1/2" @ 0.20 f´c = 210 Kg/cm² FIERRO FUNDIDO NPT 339.111.82 TAPA DE CONCRETO CON MARCO DE Mayor de 3.00 m. de Profundidad 4 Ø de 5/8" 4 Ø de 5/8" REFUERZO 4 Ø de 5/8" ARMADURA INFERIOR LOSA TECHO \A1;0.68 D = 0.60 m. \A1;0.72 a 0.12m. PARRILLA Ø 1/2" LOSA DE FONDO VER CUADRO BUZON TIPO - "C" Escala - 1/20 MARCO Y TAPA Fº Fº 125 Kg. PARA EMPOTRAMIENTO DE MARCO -0.4431554171734149 -0.4431554171734149 -0.4431554171734149 CAIDA MINIMA H = 1.20 m. CODO DE FºFº CONCRETO F'C= 140 KG/CM2 ENLUCIDO 1.5 " MEZCLA 1:3 -0.4431554171734149 -0.4431554171734149 -0.4431554171734149 -0.4431554171734149 -0.4431554171734149 DETALLES DE CAIDAS -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 DEJAR SUPERFICIE RUGOSA EN TODOS LOS BUZONES -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 EN TODOS LOS BUZONES DEJAR SUPERFICIE RUGOSA -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 EN TODOS LOS BUZONES DEJAR SUPERFICIE RUGOSA -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 -0.8799679018985245 F'C=210 KG/CM2 BORDES REDONDEADOS F'C= 210 KG/CM2 BRUÑA CIRCULAR -0.8799679018985245 -1.018845107483529 -0.8799679018985245 ASFALTO F'C= 140 KG/CM2 RELLENO F'C= 140 KG7CM2 COLOCACION DE MARCOS Y TAPAS F'C = 210 KG/CM2 BRUÑA CIRCULAR F'C = 210 KG/CM2 SIN PAVIMENTO CON PAVIMENTO DE CONCRETO CON PAVIMENTO ASFALTICO BUZON EN CAIDA NOTA : LOS MARCOS DE TAPAS CUANDO SEAN CONCENTRICOS CON EL BUZON DE 1.50 M. O MENOS PROFUNDIDAD ASEGURAN EN LA MISMA FORMA QUE LAS EXCENTRICAS. BUZONES A UTILIZARSE SEGUN DIAMETRO DE TUBERIA DIAMETRO DE TUBO 0 BUZON 8" A 24" 1.20 m 26" A 32" 1.50 m- 34" A 110" 1.60 m. MEDIDAS A USARSE EN CAIDAS 0 8" 10" 12" 16" 18" 21" 24" 26" D 8" 10" 12" 12" 12" 12" 16" 16" C 45º 45º 45º 60º 60º 6º 60º 60º d 8" 10" 12" 12" 12" 12" 16" 16" 0 = DIAMETRO DEL TUBO QUE LLEGA D = DIAMETRO DE CAIDA C = LONGITUD DE ABERTURA 0.0611096968129985 0.0611096968129985 0.0611096968129985 0.0611096968129985 0.0611096968129985 0.0611096968129985 BARANDILLAS DE TUBO DE FºGº FORMADO POR ACCESORIOS DEL MISMO MATERIAL 0 DE 3/8" RADIAL @ 0.15 0 DE 3/8" CIRCULAR EN CADA CAPA PLATAFORMA DE DESCANSO PARA SOLERAS A MEDIA ALTURA EN BUZONES DE 6.00 M. A MAS PROF. -3.426572780637412 F'C = 210 KG/CM2 F'C = 210 KG/CM2 ARMADURA INFERIOR LOSA TECHO ARMADURA INFERIOR LOSA TECHO CASO I TAPA CONCENTRICA CASO II TAPA EXCENTRICA LOSA DE FONDO SECCION VERTICAL 0.3376414666509291 0.3376414666509291 0.3376414666509291 0.3376414666509291 0.0 0.3376414666509291 F'C = 140 KG/CM2 F'C = 210 KG/CM2 PROFUNDIDAD MENOR DE 3.00 M. TIPICO 0.3376414666509291 BUZON TIPO " A " LOSA DIAMETRO DE BUZON H = 0.20 1.20 1.50 1.80 2.00 Malla 0 Diametro 0 h2 0.20 0.20 0.25 Armadura Cº Simple Cº Simple Cº Simple 18 0 3/8" CºSº 5/8" 5/8" 5/8" 5/8" 1/2" @ 0.12 1/2" @ 0.12 1/2" @ 0.15 1/2" @ 0.15 NOTA : PROFUNDIDADES MENORES DE 3.00 M., MUROS DE CONCRETO SIMPLE F'C = 140 KG/CM2. 0.0 0 5/8" 5/8" 5/8" 5/8" 18 0 3/8" CºSº NOTA : PROFUNDIDADES MENORES DE 3.00 M., MUROS DE CONCRETO SIMPLE F'C = 140 KG/CM2. Armadura h2 Cº Simple 0.20 Cº Simple Cº Simple 0.20 0.25 2.00 1/2" @ 0.15 LOSA DE FONDO 1/2" @ 0.12 H = 0.20 Malla 0 Diametro 1.20 LOSA 1/2" @ 0.15 1/2" @ 0.12 1.50 1.80 DIAMETRO DE BUZON -0.4517957486533533 -0.4517957486533533 -0.4517957486533533 -0.4517957486533533 SECCION VERTICAL -0.4517957486533533 TIPICO F'C = 140 KG/CM2 PROFUNDIDAD MAYOR A 3.00 M. MAXIMA 8.00 M.. ARMADURA INFERIOR LOSA TECHO CASO I TAPA CONCENTRICA ARMADURA INFERIOR LOSA TECHO F'C = 210 KG/CM2 -0.4517957486533533 -0.4517957486533533 CASO II TAPA EXCENTRICA F'C = 210 KG/CM2 F'C = 210 KG/CM2 0 3/8" SUBEN DE MURO Y DOBLAN 0 3/8" CIRCULAR VER CUADRO 0 3/8" @ 0.25 BUZON TIPO "B" A-1 ESC. 1/20 1/200 C O N S T R U C C I O N D E S A G U E Y A L C A N T A R I L L A D O P L A N T A G E N E R A L DISEÑO. ALCALDE: DIBUJO CAD : PERU UBICACION : DIST. : PROYECTO : PLANO REGION: PAIS : PROV: FECHA: REVISADO: ESCALA: AMPLIACION DESAGUE LAMINA: DA-1 PROYECTO : PLANO UBICACION : PROV: DIST. : PAIS : REGION: 1/200 P L A N T A G E N E R A L PERU ALCALDE: DIBUJO CAD : DISEÑO. AGOSTO 2008 FECHA: ESCALA: REVISADO: AMPLIACION DESAGUE C O N S T R U C C I O N D E S A G U E Y A L C A N T A R I L L A D O DA-2 LAMINA: ACCESORIO FABRICADO NIPLE DE Fº GRIS CODO DE 90º DE Fº GRIS DADO DE CONCRETO f´c = 140 Kg/cm² DETALLE DE BUZONES FIERRO FUNDIDO NPT 339.111.82 TAPA DE CONCRETO CON MARCO DE \A1;0.20 \A1;VARIABLE \A1;0.15 \A1;= al Ø de Tubo \A1;0.20 S = 30% \A1;= al Ø del Tubo f´c = 210 Kg/cm² Ø 3/8" @ 0.20 Ø 3/8" @ 0.25 EN C.S.N. f´c = 175 Kg/cm² \A1;0.15 \A1;= al Ø de Tubo \A1;0.20 \A1;1.20 \A1;.15 CORTE VERTICAL S = 30% \A1;= al Ø del Tubo \A1;0.15 \A1;0.20 \A1;= al Ø de Tubo \A1;.15 f´c = 175 Kg/cm² CORTE VERTICAL \A1;.15 \A1;1.20 \A1;.15 P L A N T A G E N E R A L AMPLIACION DESAGUE C O N S T R U C C I O N D E S A G U E Y A L C A N T A R I L L A D O CONCRETO f'c = 175 Kg/cm² (Cº ARMADO PARA MUROS y LOSA DE FONDO) PROYECTO : REVISADO: PLANO UBICACION : DISEÑO. AGOSTO 2008 FECHA: PROV: DIST. : PAIS : REGION: PERU ALCALDE: DIBUJO CAD : FIERRO FUNDIDO NPT 339.111.82 C A N A L E T A En caídas mayores a 1.00 m. BUZON CON CAIDA SANITARIA CORTE VERTICAL TAPA DE CONCRETO CON MARCO DE \A1;.15 S=30% f´c = 175 Kg/cm² \A1;.15 \A1;1.20 E S P E C I F I C A C I O N E S CONCRETO f'c = 175 Kg/cm² (CONCRETO SIMPLE) CONCRETO f'c = 210 Kg/cm² (CONCRETO ARMADO PARA TECHOS) PROFUNDIDAD NOTA: Profundidades menores de 3.00 m, muros de Cº Simple f'c = 175 Kg/cm² TECHO Espesor = 0.20 m. DIAGONAL MALLA LOSAS FONDO ARMADURA Espesor = 0.20 m. RECUBRIMIENTO ACERO f'y = 4,200 Kg/cm² TECHO: 0.025 m. FONDO: 0.075 m. 1.20 m. Ø 5/8" 0.20 M. CONCRETO SIMPLE Ø 1/2" a 0.12 m. DIAMETRO BUZON MENOR DE 3.00 m. f´c = 175 Kg/cm² S = 30% \A1;= al Ø del Tubo \A1;1.20 \A1;.15 CORTE VERTICAL \A1;.15 \A1;0.15 \A1;0.20 \A1;0.20 ARMADURA Ø 1/2" \A1;0.15 \A1;.15 \A1;VARIABLE CON LA PROFUNDIDAD DEL BUZON \A1;= al Ø de Tubo A CADA LADO DEL TUBO \A1;25.00 S = 30% \A1;1.20 \A1;.15 CORTE VERTICAL \A1;= al Ø del Tubo NIPLE DE Fº GRIS RECUBRIMIENTO LATERAL 0.15m. DA-3 1/200 ESCALA: LAMINA: \A1;0.72 ARMADURA INFERIOR LOSA TECHO ARMADURA INFERIOR LOSA TECHO FIERRO FUNDIDO NPT 339.111.82 TAPA DE CONCRETO CON MARCO DE TAPA CONCENTRICA \A1;0.72 \A1;0.20 Menor de 1.50 m. de Profundidad ARMADURA Ø 1/2" \A1;0.20 BUZON TIPO - "A" \A1;0.66 Escala - 1/20 D = 0.60 m. \A1;0.72 PARRILLA Ø 1/2" a 0.12m. REFUERZO 4 Ø de 5/8" \A1;VARIABLE H=1.20 H=1.50 \A1;VARIABLE H=1.50 H=3.00 4 Ø de 5/8" f´c = 175 Kg/cm² a 0.12m. PARRILLA Ø 1/2" Ø 3/8" @ 0.25 f´c = 175 Kg/cm² Ø 3/8" @ 0.20 TAPA DE CONCRETO CON MARCO DE FIERRO FUNDIDO NPT 339.111.82 f´c = 210 Kg/cm² Ø 1/2" @ 0.25 \A1;0.68 ARMADURA INFERIOR LOSA TECHO Mayor de 3.00 m. de Profundidad TAPA EXCENTRICA \A1;0.20 LOSA DE FONDO PARRILLA Ø 1/2" a 0.12m. REFUERZO 4 Ø de 5/8" Escala - 1/20 BUZON TIPO - "C" \A1;0.72 D = 0.60 m. VER CUADRO Ø 1/2" @ 0.20 4 Ø de 5/8" \A1;0.68 Mayor de 1.50 m. de Profundidad Escala - 1/20 D = 0.60 m. REFUERZO 4 Ø de 5/8" ARMADURA Ø 1/2" FIERRO FUNDIDO NPT 339.111.82 TAPA DE CONCRETO CON MARCO DE TAPA EXCENTRICA BUZON TIPO - "B" \A1;VARIABLE H=3.00 H=5.60

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, drainage, DWG, kläranlage, lay, mailboxes, treatment plant