Reja Detail Ciclon DWG Detail for AutoCAD

Reja Detail Ciclon DWG Detail for AutoCAD

Rejas top quality ciclon

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

Elaborated by, Verified by, Approved by, Accepted by, Verified by, Format:, Format:, Approved by, sheet:, Sheet:, Doc no. Ref. From the sn, Title doc. reference, Stamp, Architecture building engineering, AC., Approved with comments, Autocad color, Color plot, Thickness line, kind, axis, Quantity: units, section, Dimensions in millimeters, section, detail, Dimensions in millimeters, front view, side view, detail, Esc., front view, side view, Fixation detail, axis, Pin detail bolts, detail, Esc., front view, Esc., Dimensions in millimeters, kind, detail, Poor concrete, First stirrup, variable, section, section, variable, variable, Pin detail bolt, Dimensions in millimeters, Esc., nut, locknut, washer, Iron see det., detail, Esc., front view, Dimensions in millimeters, nut, Dimensions in millimeters, Holes of, mesh, section, axis, Shoe, Quantity: units, detail, Poor concrete, First stirrup, variable, section, variable, Pin detail bolt, nut, locknut, washer, Dimensions in millimeters, Esc., Fixation detail, axis, section, griddle, See det., griddle, See det., griddle, See det., Pin detail bolts, Dimensions in millimeters, griddle, See det., section, detail, Dimensions in millimeters, front view, side view, detail, Esc., front view, side view, detail, Esc., front view, Esc., Dimensions in millimeters, terminal, runway, tube, Pin detail bolts, griddle, See det., griddle, See det., section, Dimensions in millimeters, axis, detail, Poor concrete, section, First stirrup, section, detail, Dimensions in millimeters, front view, side view, Esc., Gatehouse, Grout leveling cm, Fixation detail, axis, Pin detail bolt, nut, locknut, washer, Dimensions in millimeters, Esc., tube, slab, Grout leveling cm, slab, Shoe, Iron see det., Holes of, variable, slab, Shoe, Quantity: units, Compound s, sand, Compound s, sand, Compound s, sand, Iron see det., mesh, mesh, Typical aceratipico detail of sidewalk, Dimensions in millimeters, Esc., Grout leveling, Iron see det., griddle, See det., variable, see note, variable, see note, see note, section, section, section, see note

Raw text data extracted from CAD file:

1 2 16 3 4 5 6 7 8 9 10 11 12 13 14 15 A B M C D E F G H J K L 1 2 16 3 4 5 6 7 8 9 10 11 12 13 14 15 A B M C D E F G H J K L NºSUBCONTRATISTA/NºSUBCONTRACTOR ELABORADO POR/DRAWN BY VERIFICADO POR/CHECKED BY CONTRATISTA/CONTRACTOR APROBADO POR/APPROVED BY ACEPTADO POR/ACCEPTED BY VERIFICADO POR/CHECKED BY ÁREA/AREA SECTOR/SECTOR SISTEMA/SYSTEM TÍTULO/TITLE ESCALA/SCALE FECHA/DATE FORMATO: FORMAT: APROBADO POR/APPROVED BY FECHA/DATE FECHA/DATE FECHA/DATE REV./REV. FECHA/DATE: POR/BY APROB./APPR. DESCRIPCIÓN/DESCRIPTION HOJA: SHEET: Nº DOC. REF. DE LA SN TITULO DOC. DE REFERENCIA SELLO APROBACIÓN/APPROVAL STAMP ARQUITECTURA CONSTRUCCION INGENIERIA c.a. \W2.75794; \T1.20000;NO \W2.75794; \T1.20000;APROBADO \T1.20000;CANCELADO \T1.2;APROBADO \T1.20000;APROBADO APROBADO CON COMENTARIOS 1 COLOR AUTOCAD COLOR PLOTEO ESPESOR LINEA 7 0.15 2 0.35 3 0.40 4 0.60 5 0.70 6 0.50 7 0.25 8 0.10 9 0.05 10 0.25 11 0.10 12 0.25 AL AL AL AL AL 93 0.25 94 0.10 95 0.25 109 0.25 110 0.10 111 0.25 149 0.25 150 0.10 151 0.25 159 0.25 160 0.10 161 0.25 251 0.25 252 0.25 253 255 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 252 253 7 0.25 0.25 14 0.25 7 15 0.25 1 171 0.25 7 50 0.25 2 84 0.25 3 153 0.25 153 200 0.25 200 34 0.25 34 16 0.25 7 33 0.25 7 AL 35 0.25 7 49 0.25 7 AL 51 0.25 7 83 0.25 7 AL 85 0.25 7 154 0.25 7 175 0.25 7 199 0.25 7 201 0.25 7 AL 152 0.25 7 AL AL 169 0.25 7 170 0.25 5 174 0.00 AL 173 0.25 7 174 254 254 0.25 \A1;50 \A1;50 \A1;52 \A1;52 \A1;3.00 \A1;0.08 \A1;0.08 \A1;VARIABLE \A1;0.75 \A1;175 \A1;175 \A1;450 \A1;223 \A1;223 \A1;550 \A1;105 \A1;20 \A1;VARIABLE \A1;825 \A1;85 \A1;30 \A1;47 \A1;30 \A1;30 \A1;61 \A1;34 \A1;99 \A1;34 \A1;99 \A1;34 \A1;34 \A1;34 \A1;189 \A1;34 \A1;20 \A1;32 \A1;665 \A1;35 \A1;0.80 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.08 \A1;0.08 \A1;VARIABLE \A1;VARIABLE \A1;600 \A1;80 \A1;150 \A1;175 \A1;175 \A1;250 \A1;250 \A1;50 \A1;50 \A1;50 \A1;113 \A1;20 \A1;95 \A1;30 \A1;30 \A1;30 \A1;60 \A1;43 \A1;100 \A1;87 \A1;480 \A1;100 \A1;480 \A1;45 \A1;45 \A1;16 \A1;16 \A1;100 \A1;87 \A1;45 \A1;87 \A1;100 \A1;45 \A1;87 \A1;0.675 \A1;0.675 \A1;0.675 \A1;0.65 \A1;0.675 \A1;2.00 \A1;0.65 \A1;2.00 \A1;1.30 \A1;0.08 \A1;0.08 \A1;58 \A1;30 \A1;0.15 \A1;600 \A1;80 \A1;0.70 \A1;0.60 \A1;80 \A1;20 \A1;50 \A1;19 \A1;16 \A1;30 \A1;20 \A1;67 \A1;50 \A1;20 \A1;20 \A1;16 \A1;30 \A1;20 \A1;50 \A1;20 \A1;75 \A1;75 \A1;189 \A1;35 \A1;95 \A1;12 \A1;100 \A1;100 \A1;0.65 \A1;3.00 \A1;3.00 \A1;0.70 \A1;600 \A1;450 \A1;50 \A1;81 \A1;20 \A1;50 \A1;20 \A1;16 \A1;30 \A1;20 \A1;63 \A1;50 \A1;20 \A1;19 \A1;16 \A1;30 \A1;20 \A1;50 \A1;18 \A1;0.50 \A1;2.00 \A1;0.65 \A1;0.65 \A1;78 \A1;20 \A1;50 \A1;20 \A1;16 \A1;30 \A1;20 \A1;150 \A1;1.13 \A1;0.75 \A1;1.13 \A1;1.20 \A1;1.20 \A1;0.60 \A1;1.18 \A1;0.65 \A1;1.18 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.13 \A1;0.15 \A1;0.15 \A1;0.13 \A1;0.17 \A1;0.80 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.75 \A1;0.60 B B A A A B B C C A B B A B B TIPO 1 TIPO 2 TIPO 3 TIPO 4 TIPO 5 TIPO 6 B A A A A EJE CANTIDAD: 40 UNIDADES ESC.1:20 SECCIÓN B1-B1 DIMENSIONES EN MILÍMETROS PL550X450X30 W12X136 SECCIÓN C-C ESC.1:10 DETALLE PL-A DIMENSIONES EN MILÍMETROS VISTA FRONTAL 5 5 5 5 VISTA LATERAL 5 5 5 DETALLE PL-B ESC. 1:5 5 5 5 5 5 5 5 VISTA FRONTAL VISTA LATERAL W12X136 PL550X450X30mm W12X136 DETALLE FIJACIÓN 1 ESC.1:10 EJE 5 5 5 5 5 5 8 PERNOS d1 1/4" L=0.825m (VER DETALLE DE PERNO 1) \A1;AGUJEROS d33.8mm \A1;7 DETALLE PL-C ESC. 1:5 5 5 5 5 VISTA FRONTAL \A1;7 ESC.1:10 5 5 5 5 ESC. 1:5 DIMENSIONES EN MILÍMETROS DIMENSIONES EN MILÍMETROS B B A A A B B C C A B B A B B TIPO 1 TIPO 2 TIPO 3 TIPO 4 TIPO 5 TIPO 6 B A A 5 W12X136 B B DETALLE FIJACION-1 CONCRETO POBRE e = 5cm 1 5 EST.d3/8"@0.10 PRIMER ESTRIBO 5 5 1 3 VARIABLE VARIABLE SECCIÓN B-B ESC.1:10 \A1;16d\S3#4;" .10 .10 .45 Ed3/8"@.10m .45 L=2.30m .60 .60 5 5 Ed3/8"@.10m L=1.72m 5 6 5 6 3 d3/4" L=3.95m @0.20 m 0.55 0.55 2.85 d3/4" L=3.95m @0.20 m 0.55 0.55 2.85 SECCIÓN A-A ESC.1:20 1 1 VARIABLE 0.25 0.25 16 d3/4" L=1.90m VARIABLE 3 \W0.9;\T0.8;C \W0.9;\T0.8;C DETALLE DE PERNO 1DE PERNO 1 DIMENSIONES EN MILÍMETROS ESC. 1:10 d1 1/4" TUERCA CONTRA TUERCA ARANDELA d1 1/4"-7UNC 5 PLANCHA e=16 VER DET. PL-A 5 5 5 5 5 5 75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE PL-D ESC. 1:5 VISTA FRONTAL DIMENSIONES EN MILÍMETROS 5 5 TUERCA PL 550X450X30 DIMENSIONES EN MILÍMETROS ESC.1:10 5 AGUJEROS DE d33.8mm C C MALLA 100X100X5 SECCIÓN E-E ESC.1:10 \A1;16d7/8" .10 .10 .50 Ed3/8"@.10m .50 L=2.50m .65 .65 5 5 .50 .10 Ed3/8"@.10m L=0.70m 9 10 9 10 7 .10 5 5 D D EJE ZAPATA Z2 CANTIDAD: 17 UNIDADES ESC.1:20 5 5 5 W12X210 E E DETALLE FIJACION-2 CONCRETO POBRE e = 5cm 1 5 EST.d3/8"@0.10 PRIMER ESTRIBO 5 5 1 7 VARIABLE VARIABLE SECCIÓN D-D ESC.1:20 VARIABLE d3/4" DETALLE DE PERNO 2DE PERNO 2 TUERCA CONTRA TUERCA ARANDELA d3/4"-10UNC 5 80 5 DIMENSIONES EN MILÍMETROS ESC. 1:10 PL450x600x30mm W12X210 DETALLE FIJACIÓN 2 ESC.1:10 EJE SECCIÓN E1-E1 ESC.1:10 5 W12X210 PLANCHA e=16 VER DET. PL-D PLANCHA e=16 VER DET. PL-F PLANCHA e=16 VER DET. PL-E \W0.9;\T0.8;F \W0.9;\T0.8;F 5 5 5 5 5 8 PERNOS d3/4" L=0.75m (VER DETALLE DE PERNO 2 ) \A1;AGUJEROS d\S7#8;" PL450X600X30 \A1;6 \A1;6 DIMENSIONES EN MILÍMETROS 5 5 5 5 PLANCHA e=16 VER DET. PL-D SECCIÓN F-F ESC.1:10 DETALLE PL-E DIMENSIONES EN MILÍMETROS VISTA FRONTAL 5 5 5 5 VISTA LATERAL 5 5 5 DETALLE PL-F ESC. 1:5 5 5 5 5 5 5 5 VISTA FRONTAL VISTA LATERAL W12X210 DETALLE PL-D ESC. 1:5 5 5 5 5 VISTA FRONTAL ESC. 1:5 DIMENSIONES EN MILÍMETROS DIMENSIONES EN MILÍMETROS 5 5 5 5 5 5 TERMINAL PASARELA PL480X480X20 TUBO d12 3/4" e=11mm 5 5 5 5 5 12 PERNOS d1/2" L=0.75m (VER DETALLE DE PERNO 3) \A1;6 PLANCHA e=16 VER DET. PL-G PLANCHA e=16 VER DET. PL-G \A1;6 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN H1-H1 DIMENSIONES EN MILÍMETROS ESC.1:10 G G EJE 5 5 5 5 5 5 5 5 1.30 5 H H d5/8" L=2.59m @0.20 m 0.37 0.37 1.85 d5/8" L=2.59m @0.20 m 0.37 0.37 1.85 DETALLE FIJACION-3 CONCRETO POBRE e = 5cm 12 SECCIÓN G-G ESC.1:20 5 EST.d3/8"@0.10 PRIMER ESTRIBO 5 5 12 12 12 3 SECCIÓN H-H ESC.1:10 \A1;16d3/4" .10 .10 .50 Ed3/8"@.10m .50 L=2.20m .50 .50 5 5 13 \W0.7;\T0.75;10a 13 3 DETALLE PL-G DIMENSIONES EN MILÍMETROS VISTA FRONTAL 5 5 5 5 VISTA LATERAL 5 5 5 ESC. 1:5 5 5 5 0.1925 CASETA DE PASARELA PL480x480x20mm GROUT NIVELACIÓN 4 cm DETALLE FIJACIÓN 3 ESC.1:10 EJE d1/2" DETALLE DE PERNO 3DE PERNO 3 TUERCA CONTRA TUERCA ARANDELA d1/2"-10UNC 5 80 DIMENSIONES EN MILÍMETROS ESC. 1:10 TUBO d12 3/4" .10 .10 .15 .60 .60 .15 Ed3/8"@.10m L=1.70m 4 2.85 1.54 1.54 6 d3/4" L=5.93m 2 LOSA e=0.15 GROUT NIVELACIÓN 4 cm LOSA e=0.15 Z1 ZAPATA Z1 2 4 PLANCHA e=16 VER DET. PL-C PLANCHA e=16 VER DET. PL-B AGUJEROS DE d33.8mm Z2 0.25 0.25 16 d7/8" L=1.90m VARIABLE 7 2 8 .10 .10 .20 .65 .65 .20 Ed3/8"@.10m L=1.90m 8 LOSA e=0.15 Z3 ZAPATA Z3 CANTIDAD: 2 UNIDADES ESC.1:20 COMPUESTO TAPA JUNTA ARENA COMPUESTO TAPA JUNTA ARENA COMPUESTO TAPA JUNTA ARENA 11 PLANCHA e=16 VER DET. PL-C PLANCHA e=12 VER DET. PL-D MALLA 100X100X5 MALLA 100X100X5 ±0.00 MALLA 100X100X5 DETALLE TIPICO DE ACERATIPICO DE ACERA DIMENSIONES EN MILÍMETROS ESC. 1:10 5 ±0.15 1.85 1.04 4 d3/4" L=3.93m 11 1.04 5 5 5 5 5 5 5 5 5 5 5 5 5 C 13 9 \T0.75;H1 \T0.75;H1 .50 .10 Ed3/8"@.10m L=0.70m \W0.6;10a .10 \T0.75;E1 \T0.75;E1 \T0.75;B1 \T0.75;B1 GROUT NIVELACIÓN PLANCHA e=16 VER DET. PL-A PL 450X600X30 .50 .10 .10 PLANCHA e=16 VER DET. PL-E R=3db R=3db B' B' +0.325 VARIABLE VER NOTA 5 Y 6 VARIABLE VER NOTA 5 Y 6 E' E' +0.325 5 -1.475 VER NOTA 5 Y 6 H' H' 0.325 5 5 5 5 SECCIÓN E'-E' ESC.1:10 \A1;16d7/8" .10 .10 .50 Ed3/8"@.10m .50 L=2.50m .65 .65 5 5 Ed3/8"@.10m L=1.90m 9 10 9 \W0.6;10c 7 8 .10 .10 .20 .65 .65 .20 Ed3/8"@.10m L=1.90m 8 .50 .35 .35 .50 .10 .10 SECCIÓN H'-H' ESC.1:10 \A1;16d3/4" .10 .10 .50 Ed3/8"@.10m .50 L=2.20m .50 .50 5 5 13 \W0.7;\T0.75;10b 13 3 .50 .10 Ed3/8"@.10m L=0.70m \W0.6;10a .10 SECCIÓN B'-B' ESC.1:10 \A1;16d\S3#4;" 5 5 5 6a 3 4 .10 .10 .45 .45 .40 .40 Ed3/8"@.10m L=1.90m 6a Ed3/8"@.10m L=1.70m \W0.6;10b .50 .25 .50 .25 .10 .10 VER NOTA 4 VER NOTA 4 VER NOTA 4 VER NOTA 4 VER NOTA 4

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

Elaborated by, Verified by, Approved by, Accepted by, Verified by, Format:, Format:, Approved by, sheet:, Sheet:, Doc. Ref. From the sn, Title doc. reference, Stamp, Architecture building engineering, AC., Approved with comments, Autocad color, Color plot, Thickness line, kind, axis, Quantity: units, section, Dimensions in millimeters, section, detail, Dimensions in millimeters, front view, side view, detail, Esc., front view, side view, Fixation detail, axis, Pin detail bolts, detail, Esc., front view, Esc., Dimensions in millimeters, kind, detail, Poor concrete, First stirrup, variable, section, section, variable, variable, Pin detail bolt, Dimensions in millimeters, Esc., nut, locknut, washer, Iron see det., detail, Esc., front view, Dimensions in millimeters, nut, Dimensions in millimeters, Holes of, mesh, section, axis, Shoe, Quantity: units, detail, Poor concrete, First stirrup, variable, section, variable, Pin detail bolt, nut, locknut, washer, Dimensions in millimeters, Esc., Fixation detail, axis, section, griddle, See det., griddle, See det., griddle, See det., Pin detail bolts, Dimensions in millimeters, griddle, See det., section, detail, Dimensions in millimeters, front view, side view, detail, Esc., front view, side view, detail, Esc., front view, Esc., Dimensions in millimeters, terminal, runway, tube, Pin detail bolts, griddle, See det., griddle, See det., section, Dimensions in millimeters, axis, detail, Poor concrete, section, First stirrup, section, detail, Dimensions in millimeters, front view, side view, Esc., Gatehouse, Grout leveling cm, Fixation detail, axis, Pin detail bolt, nut, locknut, washer, Dimensions in millimeters, Esc., tube, slab, Grout leveling cm, slab, Shoe, Iron see det., Holes of, variable, slab, Shoe, Quantity: units, Compound s, sand, Compound s, sand, Compound s, sand, Iron see det., mesh, mesh, Typical aceratipico detail of sidewalk, Dimensions in millimeters, Esc., Grout leveling, Iron see det., griddle, See det., variable, see note, variable, see note, see note, section, section, section, see note

Raw text data extracted from CAD file:

1 2 16 3 4 5 6 7 8 9 10 11 12 13 14 15 A B M C D E F G H J K L 1 2 16 3 4 5 6 7 8 9 10 11 12 13 14 15 A B M C D E F G H J K L NºSUBCONTRATISTA/NºSUBCONTRACTOR ELABORADO POR/DRAWN BY VERIFICADO POR/CHECKED BY CONTRATISTA/CONTRACTOR APROBADO POR/APPROVED BY ACEPTADO POR/ACCEPTED BY VERIFICADO POR/CHECKED BY ÁREA/AREA SECTOR/SECTOR SISTEMA/SYSTEM TÍTULO/TITLE ESCALA/SCALE FECHA/DATE FORMATO: FORMAT: APROBADO POR/APPROVED BY FECHA/DATE FECHA/DATE FECHA/DATE REV./REV. FECHA/DATE: POR/BY APROB./APPR. DESCRIPCIÓN/DESCRIPTION HOJA: SHEET: Nº DOC. REF. DE LA SN TITULO DOC. DE REFERENCIA SELLO APROBACIÓN/APPROVAL STAMP ARQUITECTURA CONSTRUCCION INGENIERIA c.a. \W2.75794; \T1.20000;NO \W2.75794; \T1.20000;APROBADO \T1.20000;CANCELADO \T1.2;APROBADO \T1.20000;APROBADO APROBADO CON COMENTARIOS 1 COLOR AUTOCAD COLOR PLOTEO ESPESOR LINEA 7 0.15 2 0.35 3 0.40 4 0.60 5 0.70 6 0.50 7 0.25 8 0.10 9 0.05 10 0.25 11 0.10 12 0.25 AL AL AL AL AL 93 0.25 94 0.10 95 0.25 109 0.25 110 0.10 111 0.25 149 0.25 150 0.10 151 0.25 159 0.25 160 0.10 161 0.25 251 0.25 252 0.25 253 255 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 252 253 7 0.25 0.25 14 0.25 7 15 0.25 1 171 0.25 7 50 0.25 2 84 0.25 3 153 0.25 153 200 0.25 200 34 0.25 34 16 0.25 7 33 0.25 7 AL 35 0.25 7 49 0.25 7 AL 51 0.25 7 83 0.25 7 AL 85 0.25 7 154 0.25 7 175 0.25 7 199 0.25 7 201 0.25 7 AL 152 0.25 7 AL AL 169 0.25 7 170 0.25 5 174 0.00 AL 173 0.25 7 174 254 254 0.25 \A1;50 \A1;50 \A1;52 \A1;52 \A1;3.00 \A1;0.08 \A1;0.08 \A1;VARIABLE \A1;0.75 \A1;175 \A1;175 \A1;450 \A1;223 \A1;223 \A1;550 \A1;105 \A1;20 \A1;VARIABLE \A1;825 \A1;85 \A1;30 \A1;47 \A1;30 \A1;30 \A1;61 \A1;34 \A1;99 \A1;34 \A1;99 \A1;34 \A1;34 \A1;34 \A1;189 \A1;34 \A1;20 \A1;32 \A1;665 \A1;35 \A1;0.80 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.08 \A1;0.08 \A1;VARIABLE \A1;VARIABLE \A1;600 \A1;80 \A1;150 \A1;175 \A1;175 \A1;250 \A1;250 \A1;50 \A1;50 \A1;50 \A1;113 \A1;20 \A1;95 \A1;30 \A1;30 \A1;30 \A1;60 \A1;43 \A1;100 \A1;87 \A1;480 \A1;100 \A1;480 \A1;45 \A1;45 \A1;16 \A1;16 \A1;100 \A1;87 \A1;45 \A1;87 \A1;100 \A1;45 \A1;87 \A1;0.675 \A1;0.675 \A1;0.675 \A1;0.65 \A1;0.675 \A1;2.00 \A1;0.65 \A1;2.00 \A1;1.30 \A1;0.08 \A1;0.08 \A1;58 \A1;30 \A1;0.15 \A1;600 \A1;80 \A1;0.70 \A1;0.60 \A1;80 \A1;20 \A1;50 \A1;19 \A1;16 \A1;30 \A1;20 \A1;67 \A1;50 \A1;20 \A1;20 \A1;16 \A1;30 \A1;20 \A1;50 \A1;20 \A1;75 \A1;75 \A1;189 \A1;35 \A1;95 \A1;12 \A1;100 \A1;100 \A1;0.65 \A1;3.00 \A1;3.00 \A1;0.70 \A1;600 \A1;450 \A1;50 \A1;81 \A1;20 \A1;50 \A1;20 \A1;16 \A1;30 \A1;20 \A1;63 \A1;50 \A1;20 \A1;19 \A1;16 \A1;30 \A1;20 \A1;50 \A1;18 \A1;0.50 \A1;2.00 \A1;0.65 \A1;0.65 \A1;78 \A1;20 \A1;50 \A1;20 \A1;16 \A1;30 \A1;20 \A1;150 \A1;1.13 \A1;0.75 \A1;1.13 \A1;1.20 \A1;1.20 \A1;0.60 \A1;1.18 \A1;0.65 \A1;1.18 \A1;1.10 \A1;0.80 \A1;1.10 \A1;0.13 \A1;0.15 \A1;0.15 \A1;0.13 \A1;0.17 \A1;0.80 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.75 \A1;0.60 B B A A A B B C C A B B A B B TIPO 1 TIPO 2 TIPO 3 TIPO 4 TIPO 5 TIPO 6 B A A A A EJE CANTIDAD: 40 UNIDADES ESC.1:20 SECCIÓN B1-B1 DIMENSIONES EN MILÍMETROS PL550X450X30 W12X136 SECCIÓN C-C ESC.1:10 DETALLE PL-A DIMENSIONES EN MILÍMETROS VISTA FRONTAL 5 5 5 5 VISTA LATERAL 5 5 5 DETALLE PL-B ESC. 1:5 5 5 5 5 5 5 5 VISTA FRONTAL VISTA LATERAL W12X136 PL550X450X30mm W12X136 DETALLE FIJACIÓN 1 ESC.1:10 EJE 5 5 5 5 5 5 8 PERNOS d1 1/4" L=0.825m (VER DETALLE DE PERNO 1) \A1;AGUJEROS d33.8mm \A1;7 DETALLE PL-C ESC. 1:5 5 5 5 5 VISTA FRONTAL \A1;7 ESC.1:10 5 5 5 5 ESC. 1:5 DIMENSIONES EN MILÍMETROS DIMENSIONES EN MILÍMETROS B B A A A B B C C A B B A B B TIPO 1 TIPO 2 TIPO 3 TIPO 4 TIPO 5 TIPO 6 B A A 5 W12X136 B B DETALLE FIJACION-1 CONCRETO POBRE e = 5cm 1 5 EST.d3/8"@0.10 PRIMER ESTRIBO 5 5 1 3 VARIABLE VARIABLE SECCIÓN B-B ESC.1:10 \A1;16d\S3#4;" .10 .10 .45 Ed3/8"@.10m .45 L=2.30m .60 .60 5 5 Ed3/8"@.10m L=1.72m 5 6 5 6 3 d3/4" L=3.95m @0.20 m 0.55 0.55 2.85 d3/4" L=3.95m @0.20 m 0.55 0.55 2.85 SECCIÓN A-A ESC.1:20 1 1 VARIABLE 0.25 0.25 16 d3/4" L=1.90m VARIABLE 3 \W0.9;\T0.8;C \W0.9;\T0.8;C DETALLE DE PERNO 1DE PERNO 1 DIMENSIONES EN MILÍMETROS ESC. 1:10 d1 1/4" TUERCA CONTRA TUERCA ARANDELA d1 1/4"-7UNC 5 PLANCHA e=16 VER DET. PL-A 5 5 5 5 5 5 75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE PL-D ESC. 1:5 VISTA FRONTAL DIMENSIONES EN MILÍMETROS 5 5 TUERCA PL 550X450X30 DIMENSIONES EN MILÍMETROS ESC.1:10 5 AGUJEROS DE d33.8mm C C MALLA 100X100X5 SECCIÓN E-E ESC.1:10 \A1;16d7/8" .10 .10 .50 Ed3/8"@.10m .50 L=2.50m .65 .65 5 5 .50 .10 Ed3/8"@.10m L=0.70m 9 10 9 10 7 .10 5 5 D D EJE ZAPATA Z2 CANTIDAD: 17 UNIDADES ESC.1:20 5 5 5 W12X210 E E DETALLE FIJACION-2 CONCRETO POBRE e = 5cm 1 5 EST.d3/8"@0.10 PRIMER ESTRIBO 5 5 1 7 VARIABLE VARIABLE SECCIÓN D-D ESC.1:20 VARIABLE d3/4" DETALLE DE PERNO 2DE PERNO 2 TUERCA CONTRA TUERCA ARANDELA d3/4"-10UNC 5 80 5 DIMENSIONES EN MILÍMETROS ESC. 1:10 PL450x600x30mm W12X210 DETALLE FIJACIÓN 2 ESC.1:10 EJE SECCIÓN E1-E1 ESC.1:10 5 W12X210 PLANCHA e=16 VER DET. PL-D PLANCHA e=16 VER DET. PL-F PLANCHA e=16 VER DET. PL-E \W0.9;\T0.8;F \W0.9;\T0.8;F 5 5 5 5 5 8 PERNOS d3/4" L=0.75m (VER DETALLE DE PERNO 2 ) \A1;AGUJEROS d\S7#8;" PL450X600X30 \A1;6 \A1;6 DIMENSIONES EN MILÍMETROS 5 5 5 5 PLANCHA e=16 VER DET. PL-D SECCIÓN F-F ESC.1:10 DETALLE PL-E DIMENSIONES EN MILÍMETROS VISTA FRONTAL 5 5 5 5 VISTA LATERAL 5 5 5 DETALLE PL-F ESC. 1:5 5 5 5 5 5 5 5 VISTA FRONTAL VISTA LATERAL W12X210 DETALLE PL-D ESC. 1:5 5 5 5 5 VISTA FRONTAL ESC. 1:5 DIMENSIONES EN MILÍMETROS DIMENSIONES EN MILÍMETROS 5 5 5 5 5 5 TERMINAL PASARELA PL480X480X20 TUBO d12 3/4" e=11mm 5 5 5 5 5 12 PERNOS d1/2" L=0.75m (VER DETALLE DE PERNO 3) \A1;6 PLANCHA e=16 VER DET. PL-G PLANCHA e=16 VER DET. PL-G \A1;6 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN H1-H1 DIMENSIONES EN MILÍMETROS ESC.1:10 G G EJE 5 5 5 5 5 5 5 5 1.30 5 H H d5/8" L=2.59m @0.20 m 0.37 0.37 1.85 d5/8" L=2.59m @0.20 m 0.37 0.37 1.85 DETALLE FIJACION-3 CONCRETO POBRE e = 5cm 12 SECCIÓN G-G ESC.1:20 5 EST.d3/8"@0.10 PRIMER ESTRIBO 5 5 12 12 12 3 SECCIÓN H-H ESC.1:10 \A1;16d3/4" .10 .10 .50 Ed3/8"@.10m .50 L=2.20m .50 .50 5 5 13 \W0.7;\T0.75;10a 13 3 DETALLE PL-G DIMENSIONES EN MILÍMETROS VISTA FRONTAL 5 5 5 5 VISTA LATERAL 5 5 5 ESC. 1:5 5 5 5 0.1925 CASETA DE PASARELA PL480x480x20mm GROUT NIVELACIÓN 4 cm DETALLE FIJACIÓN 3 ESC.1:10 EJE d1/2" DETALLE DE PERNO 3DE PERNO 3 TUERCA CONTRA TUERCA ARANDELA d1/2"-10UNC 5 80 DIMENSIONES EN MILÍMETROS ESC. 1:10 TUBO d12 3/4" .10 .10 .15 .60 .60 .15 Ed3/8"@.10m L=1.70m 4 2.85 1.54 1.54 6 d3/4" L=5.93m 2 LOSA e=0.15 GROUT NIVELACIÓN 4 cm LOSA e=0.15 Z1 ZAPATA Z1 2 4 PLANCHA e=16 VER DET. PL-C PLANCHA e=16 VER DET. PL-B AGUJEROS DE d33.8mm Z2 0.25 0.25 16 d7/8" L=1.90m VARIABLE 7 2 8 .10 .10 .20 .65 .65 .20 Ed3/8"@.10m L=1.90m 8 LOSA e=0.15 Z3 ZAPATA Z3 CANTIDAD: 2 UNIDADES ESC.1:20 COMPUESTO TAPA JUNTA ARENA COMPUESTO TAPA JUNTA ARENA COMPUESTO TAPA JUNTA ARENA 11 PLANCHA e=16 VER DET. PL-C PLANCHA e=12 VER DET. PL-D MALLA 100X100X5 MALLA 100X100X5 ±0.00 MALLA 100X100X5 DETALLE TIPICO DE ACERATIPICO DE ACERA DIMENSIONES EN MILÍMETROS ESC. 1:10 5 ±0.15 1.85 1.04 4 d3/4" L=3.93m 11 1.04 5 5 5 5 5 5 5 5 5 5 5 5 5 C 13 9 \T0.75;H1 \T0.75;H1 .50 .10 Ed3/8"@.10m L=0.70m \W0.6;10a .10 \T0.75;E1 \T0.75;E1 \T0.75;B1 \T0.75;B1 GROUT NIVELACIÓN PLANCHA e=16 VER DET. PL-A PL 450X600X30 .50 .10 .10 PLANCHA e=16 VER DET. PL-E R=3db R=3db B' B' +0.325 VARIABLE VER NOTA 5 Y 6 VARIABLE VER NOTA 5 Y 6 E' E' +0.325 5 -1.475 VER NOTA 5 Y 6 H' H' 0.325 5 5 5 5 SECCIÓN E'-E' ESC.1:10 \A1;16d7/8" .10 .10 .50 Ed3/8"@.10m .50 L=2.50m .65 .65 5 5 Ed3/8"@.10m L=1.90m 9 10 9 \W0.6;10c 7 8 .10 .10 .20 .65 .65 .20 Ed3/8"@.10m L=1.90m 8 .50 .35 .35 .50 .10 .10 SECCIÓN H'-H' ESC.1:10 \A1;16d3/4" .10 .10 .50 Ed3/8"@.10m .50 L=2.20m .50 .50 5 5 13 \W0.7;\T0.75;10b 13 3 .50 .10 Ed3/8"@.10m L=0.70m \W0.6;10a .10 SECCIÓN B'-B' ESC.1:10 \A1;16d\S3#4;" 5 5 5 6a 3 4 .10 .10 .45 .45 .40 .40 Ed3/8"@.10m L=1.90m 6a Ed3/8"@.10m L=1.70m \W0.6;10b .50 .25 .50 .25 .10 .10 VER NOTA 4 VER NOTA 4 VER NOTA 4 VER NOTA 4 VER NOTA 4

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other, N/A
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	artworks, autocad, DETAIL, DWG, kläranlage, quality, sewers, top, treatment plant