Bocatoma – Drinking Water DWG Detail for AutoCAD

Bocatoma – Drinking Water DWG Detail for AutoCAD

WATER AND LATRINES – PLANIMETRY – CONSTRUCTIVE DETAILS

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

variable, variable, draft:, flat:, designer:, scale:, Edited by cad ing. Srl av. Of November nº el tambo huancayo cellular phone, place, Prov, Apartment, Dist, Junin, Mazamari, Satipo, Cubaru, presidency of the Republic, Foncodes, sheet:, July, Cad ing. Srl, Indicated, Ing. Civ. Bookmark and Share, National social compensation fund, Reservoir of, date:, drawing:, Drinking water latrines union cubaru, Log, Fence detail, Simple concrete, Pua wire, Esc:, Esc:, Door detail, Simple concrete, Quarton mad screw, Hinges, Quarton mad screw, Hinges, Quarton mad screw, metal mesh, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Perimeter enclosure entrance door, Perimetric fence with wire of puas, Logotype, Coordinates of the pinnacle, Bocatoma, scale:, Top of p.m., Metal with lifting mechanism, N.m., Mortar grout, Stone accommodation, Settled in, Stone masonry, Barrage, Clean, Creek pillotoa, Stone accommodation, Pvc tube, Overflow cone, Pvc tube, gate valve, layette, Window projection capture, paved, Top of p.m., scale:, cut, paved, scale:, cut, Entrance hole, cap of, gate valve, Entrance hole, scale:, draft:, flat:, designer:, scale:, Edited by cad ing. Srl av. Of November nº el tambo huancayo cellular phone, place, Prov, Apartment, Dist, Junin, Mazamari, Satipo, Cubaru, presidency of the Republic, Foncodes, sheet:, July, Cad ing. colonel, Indicated, Ing. Colonel carranza witman, National social compensation fund, Catchment of brook, date:, drawing:, Drinking water latrines union cubaru, Log, Fence detail, Simple concrete, Pua wire, Esc:, Esc:, Door detail, Simple concrete, Quarton mad screw, Hinges, Quarton mad screw, Hinges, Quarton mad screw, metal mesh, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Perimeter enclosure entrance door, Perimetric fence with wire of puas, Logotype, cut, scale:, Overflow pipe, layette, scale:, cut, Lenght of, concrete, tube

Raw text data extracted from CAD file:

\A1;1.70 \A1;0.20 \A1;2.10 \A1;4.10 \A1;1.38 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;1.00 \A1;0.30 \A1;0.04 \A1;0.05 \A1;0.40 \A1;1.50 \A1;2.00 \A1;0.30 \A1;0.20 \A1;0.50 \A1;45.00° \A1;1.29 \A1;1.50 \A1;1.41 \A1;0.20 \A1;2.49 \A1;0.64 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.71 \A1;0.80 \A1;0.59 \A1;0.80 \A1;0.40 \A1;1.03 \A1;1.29 \A1;1.06 \A1;1.29 \A1;1.50 \A1;45.00° \A1;1.50 \A1;1.50 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.39 \A1;0.39 \A1;0.20 \A1;1.41 \A1;0.65 \A1;0.40 \A1;1.88 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.50 \A1;LONGITUD VARIABLE \A1;0.28 \A1;0.28 \A1;0.80 \A1;LONGITUD VARIABLE \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.15 PROYECTO: PLANO: PROYECTISTA: ESCALA: EDITADO POR CAD ING. SRL Av. 13 DE NOVIEMBRE Nº 614 - EL TAMBO HUANCAYO - TELFONO - 251297 - CELULAR - 685718 LUGAR : PROV : DPTO : DIST : JUNIN MAZAMARI SATIPO CUBARU PRESIDENCIA DE LA REPUBLICA FONCODES LAMINA: R-1 JULIO - 2000 CAD ING. SRL INDICADA ING. CIV. MARCO BURGOS Q. FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL RESERVORIO DE 7 m3 FECHA: DIBUJO: AGUA POTABLE Y LETRINAS UNION CUBARU ROLLIZO DE EUCALIPTO DETALLE DE CERCO \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.15 Fc=140Kg/cm2 + 30%P.M. CONCRETO SIMPLE ALAMBRE PUA N° 16 ESC: 1/40 \A1;0.30 \U+2205 4"-5" ESC: 1/40 Fc=140Kg/cm2 + 30%P.M. DETALLE DE PUERTA CONCRETO SIMPLE \A1;0.90 CUARTON MAD. TORNILLO 6' x 6' \A1;0.80 \A1;0.40 \A1;1.00 BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' \A1;0.90 \A1;2.00 MALLA METALICA \A1;1.00 \A1;0.80 \A1;0.40 LONGITUD DE ANCLAJE, d 1/4" LONGITUD DE ANCLAJE, d 3/8" ESPECIFICACIONES TECNICAS CONCRETO VIBRADO FUNCIONAMIENTO DESENCOFRADO ACERO GRADO 60 OTROS LOSA INFERIOR LOSA SUPERIOR MUROS RECUBRIMIENTOS: 28 DIAS : 15 DIAS : Fy=4200 kg/cm2. : 0.025 m. : 0.05 m. : 0.04 m. : 0.05 m. : 0.20 m. : 0.30 m. PUERTA DE INGRESO CERCO PERIMETRICO CERCO PERIMETRICO CON ALAMBRE DE PUAS ROLLIZO DE 4" \A1;0.61 \A1;0.15 \A1;0.60 \A1;1.36 \A1;1.00 \A1;0.15 \A1;0.08 \A1;0.15 \A1;0.08 \A1;0.30 \A1;0.85 \A1;0.30 \A1;1.45 \A1;0.80 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.56 \A1;0.44 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.70 \A1;1.11 \A1;0.70 \A1;0.23 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.50 \A1;0.79 \A1;0.15 \A1;0.69 \A1;0.20 \A1;0.15 \A1;0.50 \A1;8.00 \A1;8.00 X Y 0.10 0.00 0.03 0.08 0.01 0.16 0.00 0.24 0.01 0.32 0.05 0.48 0.11 0.64 1.36 1.12 0.96 0.8 0.70 0.45 0.32 1.60 0.98 0.21 COORDENADAS DEL CIMACIO BOCATOMA \A1; ESCALA: 1/20 CIMACIO DE C°f'c = 140 kg/cm + 30% P.M. \A1;COMPUERTA METALICA CON MECANISMO DE IZAJE DE 1/4"x0.30x0.90 d DE 3/8" 2 d DE 3/8" N.M. D 1,013.00 d = 4" d = 2" Y EMBOQUILLADO CON MORTERO 1:3 ACOMODO DE PIEDRA d 0.30 ASENTADA EN C°f'c = 140 kg/cm ALBAÑILERIA DE PIEDRA d 0.25 B BARRAJE 1,012.30 S=0.02 1,011.50 A \A1;COMPUERTA DE 1/4"x0.30x0.90 \A1;CANAL DE LIMPIA S=0.02 RIACHUELO PILLOTOA 1,012.00 1,011.00 1,010.00 1,010.00 1,011.00 1,012.00 5 5 5 5 5 5 5 5 \A1;0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 3 ACOMODO DE PIEDRA d 0.30 5 5 5 5 5 5 5 5 1,013.00 B 1 TUBO PVC d2" 2 CONO DE REBOSE 3 TUBO PVC d2" 4 VALVULA DE COMPUERTA 5 CANASTILLA A 5 2.561137583954292 2.561137583954292 PROYECCION DE VENTANA CAPTACION 2.561137583954292 EMPEDRADO d 0.30 2.561137583954292 2.561137583954292 2.561137583954292 2.561137583954292 2.561137583954292 CIMACIO DE C°f'c = 140 kg/cm + 30% P.M. 2.561137583954292 2.561137583954292 ESCALA: 1/20 CORTE A-A 2.561137583954292 2.561137583954292 2.561137583954292 x 1,011.50 y o 1,012.30 2.561137583954292 2.561137583954292 2 EMPEDRADO d 0.30 ESCALA: 1/20 CORTE B-B 5 5 5 5 5 5 5 ORIFICIO DE ENTRADA (VER DETALLE) TAPA PRE-FABRICADA DE 0.60x0.50 F'c=210 Kg/cm. d1/4" @ 0.10 VALVULA COMPUERTA d2" d DE 3/8" @ 0.15 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 d DE 3/8" @ 0.15 d DE 3/8" @ 0.15 d DE 3/8" @ 0.15 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 ORIFICIO DE ENTRADA ESCALA: S/E PROYECTO: PLANO: PROYECTISTA: ESCALA: EDITADO POR CAD ING. SRL Av. 13 DE NOVIEMBRE Nº 614 - EL TAMBO HUANCAYO - TELFONO - 251297 - CELULAR - 685718 LUGAR : PROV : DPTO : DIST : JUNIN MAZAMARI SATIPO CUBARU PRESIDENCIA DE LA REPUBLICA FONCODES LAMINA: 5 JULIO - 2010 CAD ING. CORONEL INDICADA ING. CORONEL CARRANZA WITMAN. FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL CAPTACION DE RIACHUELO FECHA: DIBUJO: AGUA POTABLE Y LETRINAS UNION CUBARU ROLLIZO DE EUCALIPTO DETALLE DE CERCO \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.15 Fc=140Kg/cm2 + 30%P.M. CONCRETO SIMPLE ALAMBRE PUA N° 16 ESC: 1/25 \A1;0.30 \U+2205 4"-5" ESC: 1/25 Fc=140Kg/cm2 + 30%P.M. DETALLE DE PUERTA CONCRETO SIMPLE \A1;0.90 CUARTON MAD. TORNILLO 6' x 6' \A1;0.80 \A1;0.40 \A1;1.00 BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' \A1;0.90 \A1;2.00 MALLA METALICA \A1;1.00 \A1;0.80 \A1;0.40 LONGITUD DE ANCLAJE, d 1/4" LONGITUD DE ANCLAJE, d 3/8" ESPECIFICACIONES TECNICAS CONCRETO VIBRADO FUNCIONAMIENTO DESENCOFRADO ACERO GRADO 60 OTROS LOSA INFERIOR LOSA SUPERIOR MUROS RECUBRIMIENTOS: 28 DIAS : 15 DIAS : Fy=4200 kg/cm2. : 0.025 m. : 0.05 m. : 0.04 m. : 0.05 m. : 0.20 m. : 0.30 m. PUERTA DE INGRESO CERCO PERIMETRICO CERCO PERIMETRICO CON ALAMBRE DE PUAS ROLLIZO DE 4" D C C -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 12.21943793562696 12.21943793562696 12.21943793562696 12.21943793562696 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 CORTE C-C ESCALA: 1/20 6.977707353903725 6.977707353903725 11.14034539528672 6.977707353903725 11.14034539528672 6.977707353903725 6.977707353903725 6.977707353903725 11.14034539528672 11.14034539528672 TUBERIA DE REBOSE d2" CANASTILLA d1 1/2" ESCALA: 1/20 CORTE D-D 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 5 5 : 0.30 m. LONGITUD DE ANCLAJE, d 3/8" CONCRETO : 210 Kg/cm2 TUBO d2"

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

variable, variable, draft:, flat:, designer:, scale:, Edited by cad ing. Srl av. Of November nº el tambo huancayo cellular phone, place, Prov, Apartment, Dist, Junin, Mazamari, Satipo, Cubaru, presidency of the Republic, Foncodes, sheet:, July, Cad ing. Srl, Indicated, Ing. Civ. Bookmark and Share, National social compensation fund, Reservoir of, date:, drawing:, Drinking water latrines union cubaru, Log, Fence detail, Simple concrete, Pua wire, Esc:, Esc:, Door detail, Simple concrete, Quarton mad screw, Hinges, Quarton mad screw, Hinges, Quarton mad screw, metal mesh, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Perimeter fence entrance door, Perimeter fence with wire, Logotype, Coordinates of the pinnacle, Bocatoma, scale:, Top of p.m., Metal with lifting mechanism, N.m., Mortar grout, Stone accommodation, Settled in, Stone masonry, Barrage, Clean, Creek pillotoa, Stone accommodation, Pvc tube, Overflow cone, Pvc tube, gate valve, layette, Window projection capture, paved, Top of p.m., scale:, cut, paved, scale:, cut, Entrance hole, cap of, gate valve, Entrance hole, scale:, draft:, flat:, designer:, scale:, Edited by cad ing. Srl av. Of November nº el tambo huancayo cellular phone, place, Prov, Apartment, Dist, Junin, Mazamari, Satipo, Cubaru, presidency of the Republic, Foncodes, sheet:, July, Cad ing. colonel, Indicated, Ing. Colonel carranza witman, National social compensation fund, Catchment of brook, date:, drawing:, Drinking water latrines union cubaru, Log, Fence detail, Simple concrete, Pua wire, Esc:, Esc:, Door detail, Simple concrete, Quarton mad screw, Hinges, Quarton mad screw, Hinges, Quarton mad screw, metal mesh, Lenght of, Technical specifications, Vibrated concrete, functioning, Stripping, Steel grade, others, Lower slab, Upper slab, Walls, Coatings:, days, Perimeter fence entrance door, Perimeter fence with wire, Logotype, cut, scale:, Overflow pipe, layette, scale:, cut, Lenght of, concrete, tube

Raw text data extracted from CAD file:

\A1;1.70 \A1;0.20 \A1;2.10 \A1;4.10 \A1;1.38 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;1.00 \A1;0.30 \A1;0.04 \A1;0.05 \A1;0.40 \A1;1.50 \A1;2.00 \A1;0.30 \A1;0.20 \A1;0.50 \A1;45.00° \A1;1.29 \A1;1.50 \A1;1.41 \A1;0.20 \A1;2.49 \A1;0.64 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.71 \A1;0.80 \A1;0.59 \A1;0.80 \A1;0.40 \A1;1.03 \A1;1.29 \A1;1.06 \A1;1.29 \A1;1.50 \A1;45.00° \A1;1.50 \A1;1.50 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.39 \A1;0.39 \A1;0.20 \A1;1.41 \A1;0.65 \A1;0.40 \A1;1.88 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.50 \A1;LONGITUD VARIABLE \A1;0.28 \A1;0.28 \A1;0.80 \A1;LONGITUD VARIABLE \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.15 PROYECTO: PLANO: PROYECTISTA: ESCALA: EDITADO POR CAD ING. SRL Av. 13 DE NOVIEMBRE Nº 614 - EL TAMBO HUANCAYO - TELFONO - 251297 - CELULAR - 685718 LUGAR : PROV : DPTO : DIST : JUNIN MAZAMARI SATIPO CUBARU PRESIDENCIA DE LA REPUBLICA FONCODES LAMINA: R-1 JULIO - 2000 CAD ING. SRL INDICADA ING. CIV. MARCO BURGOS Q. FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL RESERVORIO DE 7 m3 FECHA: DIBUJO: AGUA POTABLE Y LETRINAS UNION CUBARU ROLLIZO DE EUCALIPTO DETALLE DE CERCO \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.15 Fc=140Kg/cm2 + 30%P.M. CONCRETO SIMPLE ALAMBRE PUA N° 16 ESC: 1/40 \A1;0.30 \U+2205 4"-5" ESC: 1/40 Fc=140Kg/cm2 + 30%P.M. DETALLE DE PUERTA CONCRETO SIMPLE \A1;0.90 CUARTON MAD. TORNILLO 6' x 6' \A1;0.80 \A1;0.40 \A1;1.00 BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' \A1;0.90 \A1;2.00 MALLA METALICA \A1;1.00 \A1;0.80 \A1;0.40 LONGITUD DE ANCLAJE, d 1/4" LONGITUD DE ANCLAJE, d 3/8" ESPECIFICACIONES TECNICAS CONCRETO VIBRADO FUNCIONAMIENTO DESENCOFRADO ACERO GRADO 60 OTROS LOSA INFERIOR LOSA SUPERIOR MUROS RECUBRIMIENTOS: 28 DIAS : 15 DIAS : Fy=4200 kg/cm2. : 0.025 m. : 0.05 m. : 0.04 m. : 0.05 m. : 0.20 m. : 0.30 m. PUERTA DE INGRESO CERCO PERIMETRICO CERCO PERIMETRICO CON ALAMBRE DE PUAS ROLLIZO DE 4" \A1;0.61 \A1;0.15 \A1;0.60 \A1;1.36 \A1;1.00 \A1;0.15 \A1;0.08 \A1;0.15 \A1;0.08 \A1;0.30 \A1;0.85 \A1;0.30 \A1;1.45 \A1;0.80 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.56 \A1;0.44 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.70 \A1;1.11 \A1;0.70 \A1;0.23 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.50 \A1;0.79 \A1;0.15 \A1;0.69 \A1;0.20 \A1;0.15 \A1;0.50 \A1;8.00 \A1;8.00 X Y 0.10 0.00 0.03 0.08 0.01 0.16 0.00 0.24 0.01 0.32 0.05 0.48 0.11 0.64 1.36 1.12 0.96 0.8 0.70 0.45 0.32 1.60 0.98 0.21 COORDENADAS DEL CIMACIO BOCATOMA \A1; ESCALA: 1/20 CIMACIO DE C°f'c = 140 kg/cm + 30% P.M. \A1;COMPUERTA METALICA CON MECANISMO DE IZAJE DE 1/4"x0.30x0.90 d DE 3/8" 2 d DE 3/8" N.M. D 1,013.00 d = 4" d = 2" Y EMBOQUILLADO CON MORTERO 1:3 ACOMODO DE PIEDRA d 0.30 ASENTADA EN C°f'c = 140 kg/cm ALBAÑILERIA DE PIEDRA d 0.25 B BARRAJE 1,012.30 S=0.02 1,011.50 A \A1;COMPUERTA DE 1/4"x0.30x0.90 \A1;CANAL DE LIMPIA S=0.02 RIACHUELO PILLOTOA 1,012.00 1,011.00 1,010.00 1,010.00 1,011.00 1,012.00 5 5 5 5 5 5 5 5 \A1;0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 3 ACOMODO DE PIEDRA d 0.30 5 5 5 5 5 5 5 5 1,013.00 B 1 TUBO PVC d2" 2 CONO DE REBOSE 3 TUBO PVC d2" 4 VALVULA DE COMPUERTA 5 CANASTILLA A 5 2.561137583954292 2.561137583954292 PROYECCION DE VENTANA CAPTACION 2.561137583954292 EMPEDRADO d 0.30 2.561137583954292 2.561137583954292 2.561137583954292 2.561137583954292 2.561137583954292 CIMACIO DE C°f'c = 140 kg/cm + 30% P.M. 2.561137583954292 2.561137583954292 ESCALA: 1/20 CORTE A-A 2.561137583954292 2.561137583954292 2.561137583954292 x 1,011.50 y o 1,012.30 2.561137583954292 2.561137583954292 2 EMPEDRADO d 0.30 ESCALA: 1/20 CORTE B-B 5 5 5 5 5 5 5 ORIFICIO DE ENTRADA (VER DETALLE) TAPA PRE-FABRICADA DE 0.60x0.50 F'c=210 Kg/cm. d1/4" @ 0.10 VALVULA COMPUERTA d2" d DE 3/8" @ 0.15 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 d DE 3/8" @ 0.15 d DE 3/8" @ 0.15 d DE 3/8" @ 0.15 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 ORIFICIO DE ENTRADA ESCALA: S/E PROYECTO: PLANO: PROYECTISTA: ESCALA: EDITADO POR CAD ING. SRL Av. 13 DE NOVIEMBRE Nº 614 - EL TAMBO HUANCAYO - TELFONO - 251297 - CELULAR - 685718 LUGAR : PROV : DPTO : DIST : JUNIN MAZAMARI SATIPO CUBARU PRESIDENCIA DE LA REPUBLICA FONCODES LAMINA: 5 JULIO - 2010 CAD ING. CORONEL INDICADA ING. CORONEL CARRANZA WITMAN. FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL CAPTACION DE RIACHUELO FECHA: DIBUJO: AGUA POTABLE Y LETRINAS UNION CUBARU ROLLIZO DE EUCALIPTO DETALLE DE CERCO \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.15 Fc=140Kg/cm2 + 30%P.M. CONCRETO SIMPLE ALAMBRE PUA N° 16 ESC: 1/25 \A1;0.30 \U+2205 4"-5" ESC: 1/25 Fc=140Kg/cm2 + 30%P.M. DETALLE DE PUERTA CONCRETO SIMPLE \A1;0.90 CUARTON MAD. TORNILLO 6' x 6' \A1;0.80 \A1;0.40 \A1;1.00 BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' BISAGRAS 6' CUARTON MAD. TORNILLO 4' x 4' \A1;0.90 \A1;2.00 MALLA METALICA \A1;1.00 \A1;0.80 \A1;0.40 LONGITUD DE ANCLAJE, d 1/4" LONGITUD DE ANCLAJE, d 3/8" ESPECIFICACIONES TECNICAS CONCRETO VIBRADO FUNCIONAMIENTO DESENCOFRADO ACERO GRADO 60 OTROS LOSA INFERIOR LOSA SUPERIOR MUROS RECUBRIMIENTOS: 28 DIAS : 15 DIAS : Fy=4200 kg/cm2. : 0.025 m. : 0.05 m. : 0.04 m. : 0.05 m. : 0.20 m. : 0.30 m. PUERTA DE INGRESO CERCO PERIMETRICO CERCO PERIMETRICO CON ALAMBRE DE PUAS ROLLIZO DE 4" D C C -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 -1.22533940961182 12.21943793562696 12.21943793562696 12.21943793562696 12.21943793562696 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 d DE 3/8" @ 0.20 CORTE C-C ESCALA: 1/20 6.977707353903725 6.977707353903725 11.14034539528672 6.977707353903725 11.14034539528672 6.977707353903725 6.977707353903725 6.977707353903725 11.14034539528672 11.14034539528672 TUBERIA DE REBOSE d2" CANASTILLA d1 1/2" ESCALA: 1/20 CORTE D-D 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 7.848699853989956 5 5 : 0.30 m. LONGITUD DE ANCLAJE, d 3/8" CONCRETO : 210 Kg/cm2 TUBO d2"

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