Bus Trench Workshop – Details DWG Detail for AutoCAD

Bus Trench Workshop – Details DWG Detail for AutoCAD

Bus Trench workshop – Details

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

welding points, npt, c typical, typical, concrete column, beam, plant, cut xx, filter, t calamini coverage, t calaminos, wash puddle, path, drainage, ramp, green area ecological environment, perimeter fence, free area for station, concrete pavement, drainage with metal grille, concrete floor with frosted finish, see tile detail, trash can, murage for water pressure, perimeter fence, false shoe, concrete, plate, shoe, soled , duly compacted soil, slab masical, soil dyed, granular base, perimeter fence, shoe, sub shoe, compacted, concrete

Raw text data extracted from CAD file:

\A1;1.35 \A1;1.35 \A1;0.80 .40 7.00 \A1;3.50 \A1;3.52 \A1;1.35 \A1;1.35 \A1;3.61 \A1;.25 \A1;6.38 \A1;3.52 \A1;6.37 \A1;7.00 \A1;3.50 \A1;20.00 \A1;3.1875 .50 1.62 1.82 2.02 .80 .15 .80 .40 .30 .90 1.50 7.00 1.00 1.00 1.00 1.00 1/2" 6.40 .40 6.85 6.85 .25 .30 .25 .25 .25 .19 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .19 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1/2" 4" 3" 2" 3" 2" .40 .40 .50 1.00 1.00 .85 1.00 .85 .85 .85 .85 .85 .85 .85 .20 19.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 .40 .10 .15 .05 .45 1/2" 1" 7/16" .25 1" .10 .50 1.50 .50 1.00 7.00 .80 .80 .25 .85 .90 1.00 \A1;3.50 \A1;3.48 \A1;3.1875 \A1;3.1875 \A1;6.50 \A1;6.25 \A1;3.1875 \A1;0.80 .50 1.60 .50 3.57 .50 .50 .30 .15 .23 .40 .25 .10 .45 4.25 4.25 4.25 7.00 1.20 .40 .50 .80 .40 .40 .15 1.20 1.00 .10 .60 .70 .10 .20 .25 4" 1.20 .25 .10 .10 .30 .85 1.50 7.00 .10 .10 .125 .125 .05 .10 .25 1" .80 .40 .20 .85 .80 .25 14.00 20.00 7.00 1.20 7.50 .73 6.82 3.50 1.50 3.50 1.50 3.50 6.04 7.50 .50 1.50 .50 4.83 3.50 2.35 20.00 23.36 6.60 A-3 A-3 A-3 A-3 A-3 A-3 A-2 A-2 A-2 A-2 A-2 A-2 A-1 A-1 A-1 A-2 A-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 1 Ø 1/2" LISO \LCOBERTURA CON ESTRUCTURA METALICA \H0.5x;\l\C255;.\H3x;\L \H1.333x;\l\C256;Esc: 1/75 5 5 A B C 5 1 2 5 5 5 5 5 5 5 5 5 5 Tubo Ø 2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø1 1/ 2" ARMADURA CENTRAL A-1 5 5 5 Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" 5 5 5 5 5 5 5 5 5 5 ARMADURA TRANSVERSAL A-2 5 5 5 5 5 5 5 5 5 5 5 Tubo Ø 2" Tubo Ø 2" Tubo Ø 1 1/2" ARMADURA LATERAL A-3 5 Tubo Ø 2" 5 Tubo Ø 2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 " Tubo Ø 1 " Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" 5 5 5 L 1" x 1" x 1/8" Ø 3/8" Ø 1/2" Ø 3/8" L 1" x 1" x 1/8" Fierro Corrugado d\fTimes New Roman|b0|i1|c238|p18; 3/8 \LSECCION V-1 Esc: 1/10 \LELEVACION DETALLE DE VIGUETA V-1 Esc: 1/20 Angulo 1"x1"x 1/8" Plancha e= 3/16" 5 5 5 5 Ver Detalle (A) 5 5 5 5 5 5 5 5 5 5 .19 6.40 Angulo 1"x1"x 1/8" \LDETALLE (A) Esc: 1/5 Puntos de Soldadura 5 5 5 5 5 5 NPT Malla d\fTimes New Roman|b0|i1|c238|p18; 5/8"@ 0.20 Concreto \U+0192'c =210 kg/cm2 Concreto tipo V Ø 3/8" 1@ 0.05 Rto. 0.10 Solado \U+0192'c= 100 Kg/cm2 5 5 6 Ø 5/8" \LC - Tipica Esc: 1/20 Ø 3/8" 1@ 0.05 Rto. 0.10 C Tipico 5 Malla Ø 5/8" @ 0.20 5 \LZ - Tipica Esc: 1/25 .80 5 7.00 .40 Tipico Ver Detalle (B) Tubo Ø 3" e=3mm. .15 5 Transversales Tubos Ø 1" Brida Superior Tubos Ø 2" 5 5 Diagonales Tubos Ø 1 1/2" Brida Inferior Tubos Ø 2" Montante Tubos Ø 1 1/2" \LDETALLE TIPICA DE ARMADURA A-1 y A-3 \H0.8124x;\lEsc: 1/20 Tubo Ø 1 1/2" Tubo Ø 2" Tubo Ø 1 1/2" Brida Superior Tubos Ø 2" Transversales Tubos Ø 1 1/2" Brida Inferior Tubos Ø 2" 5 Montante Tubos Ø 1" 5 5 \LDETALLE TIPICO DE ARMADURA A-2 \H0.8124x;\lEsc: 1/20 Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" \LDETALLE DE APOYO DE ARMADURA A-1, A-2 EN COLUMNA (Elevacion) \H0.7103x;\lEsc: 1/7.5 1/2" 1/2" Plancha Metálica e= 2" 4" 4" 3" 2" 3" 2" 5 Perno Ø 5/8" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" 1/4" Tipico 1/4" Tipico 5 5 Tubo Ø 2" Perno Ø 5/8" Tubo Ø 2" .10 .125 .125 5 5 6 Pernos Ø 5/8" 1/4" Tipico Tubo Ø 2" PL e=5/8" \LPLANTA \H0.7103x;\lEsc: 1/7.5 5 5 5 Platina e= 1/8" 1 L1"x1"x1/8" 1" 1/8" Tipico PL e=3/16" 5 1/8" Tipico 1 L1"x1"x1/8" Abertura 7/16" \LDETALLE DE APOYO\H1.355x; \H0.738x;VIGUETA V-1 \fTimes New Roman|b0|i1|c0|p18;\H0.9624x;\lEsc: 1/7.5 Abertura Ø 3/4" 6 Pernos Ø 5/8" Tubo Ø 3" PL e=3 /16" \LISOMETRIA PARTE SUPERIOR DE COLUMNA \H0.7103x;\lEsc: 1/12.5 Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" \LZ - Tipica Esc: 1/25 1 Ø 1/2" LISO 1 Ø 1/2" LISO 1 Ø 1/2" LISO 1 Ø 1/2" LISO 1 Ø 1/2" LISO Tubo Ø2" e=2.5mm. Tubo Ø 1 1/2" e=2mm. Tubo Ø 1" e=2mm. Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø 1 1/2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø 1" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" Tubo Ø1 1/ 2" 5 5 Plancha e= 3/16" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" Tubo Ø 1 1/2" DETALLE 1 Tubo Ø 1" Tubo Ø 3" Tubo Ø 3" Tubo Ø 3" Tubo Ø 1" Angulo 1"x1"x 1/8" \LDETALLE (B) Esc: 1/5 Puntos de Soldadura Abertura Ø 3/4" Columna de Concreto PL e=3 /16" \LISOMETRIA PARTE INFERIOR DE COLUMNA \H0.7103x;\lEsc: 1/12.5 5 NPT 6 pernos d 5/8" 5 5 TUBO d 3" 2 Pl e= 3/16" 5 VER DETALLE (C) Esc: 1/10 VER DETALLE (C) Tubo Ø 1" \A1;Tubo Ø 1\S1#2;\H1.429x;" \A1;Tubo Ø 1\S1#2;\H1.429x;" \A1;Tubo Ø 1\S1#2;\H1.429x;" Tubo Ø 2" \A1;\S1#4;\H1.429x;" Tipico \A1;\S1#4;\H1.429x;" Tipico \A1;\S1#4;\H1.429x;" \A1;\S1#4;\H1.429x;" Tipico \LDETALLE 1 ESCALA: 1/5 Tubod2" 1d3/8" 2d3/8" 2L1"x1"x1/8" PL e=1/8" Pernod3/8" DET. DE APOYO DE VIGUETA V-1 EN A-2 ESCALA 1/2.5 Pernod3/8" 1/2" 1" 7/16" 5 PL e=1/8" 1L1"x1"x1/8" 1L1"x1"x1/8" 1" 5 Armadura A-2 Vigueta Tubod1" Tubod2" Tipico \LElevaci\U+00F3n de columna metalica Esc: 1/25 Tubo Ø 3" Tubo Ø 1" Tubo Ø 3" Cartela e=1/4" C-1 C-1 C-1 C-1 C-1 C-1 5 Platina e= 1/8" 1/8" Tipico 1/4" Tipico 1/8" Tipico 1/8" Tipico X X PLANTA CORTE X-X T-3 T-3 Ver Detalle (B) Tubo Ø 3" Tubo Ø 1" \LElevaci\U+00F3n de columna metalica Esc: 1/25 5 5 5 5 5 T-3 T-3 ESCALA: 1/100 \LELEVACION LATERAL PIQUES 5 S=1.5% NPT = 604.05 FILTRO 1 2 FILTRO 5 5 5 5 5 5 5 5 5 5 5 5 5 FILTRO 5 5 5 ESCALA: 1/100 \LPLANTA DE PIQUES ESCALA: 1/100 \LCORTE Y - Y 5 COBERTURA DE CALAMINOS T CALAMINOS T 5 5 POZA DE LAVADO VEREDA Y Y DRENAJE \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 605.00 VEREDA \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 RAMPA \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 605.00 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 POZA DE LAVADO PIQUE - 01 PIQUE - 02 PIQUE - 03 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 605.00 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.05 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 605.00 5 5 5 3 4 5 1 2 3 4 5 1 1 2 3 4 5 NPT = 604.05 NPT = 604.05 5 5 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 605.85 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 605.45 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 AREA VERDE ENTORNO ECOLOGICO SARDINE H= 0.25 cm. 5 5 CERCO PERIMETRICO 5 5 AREA LIBRE PARA ESTACIONAMNETO PAVIMENRTO DE CONCRETO \fArial|b0|i0|c0|p34;\H0.875x;N.P.T 604.50 DRENAJE CON REJILLA METALICA DRENAJE CON REJILLA METALICA AREA DE PISO 156.36 m2. Piso de Concreto con acabado Frotachado Piso de Concreto con acabado Frotachado Piso de Concreto con acabado Frotachado Piso de Concreto con acabado Frotachado VER DETALLE DE CANALETA 01 5 COBERTURA DE CALAMINOS T CALAMINOS T 5 5 VER DETALLE DE CANALETA BASURERO JUNTA DE DILATACION DE 1" JUNTA DE DILATACION DE 1" JUNTA DE DILATACION DE 1" JUNTA DE DILATACION DE 1" JUNTA DE DILATACION DE 1" AREA DE PISO 471.46 m2. X X VER LAMINA E-03 VER LAMINA E-03 VER LAMINA E-03 5 5 MURETE PARA SALIDA DE AGUA A PRESION POZA DE LAVADO MURETE PARA SALIDA DE AGUA A PRESION POZA DE LAVADO ESCALA: 1/100 \LELEVACION FRONTAL PIQUES COBERTURA DE CALAMINOS T CERCO PERIMETRICO 5 5 5 5 d3/8" @0.225 FALSA-ZAPATA F'c = 140 Kg/cm2 5 5 ESCALA: 1/50 \LCORTE DE PIQUE F'c = 140 Kg/cm2 CONCRETO 5 5 1.35 1.35 5 5 5 5 5 5 5 5 5 CONCRETO F'c = 140 Kg/cm2 d 1/2" @ 0.15 m. ( doble malla ) (doble malla) (doble malla) d 1/2" @ 0.15 m. ( doble malla ) d 3/8" @ 0.225 m. \LPLANTA DE CIMENTACION ESCALA: 1/75 ESCALA: 1/75 \LPLANTA DE LOSA MACIZA 5 5 5 5 5 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 5 0.80 d 3/8" @ 0.225 m. d1/2" @0.15 5 5 5 5 5 5 5 5 5 5 5 5 PLACA ZAPATA 5 1.35 1.35 0.80 SOLADO e= 2" SOLADO e= 2" BRUÑA C/ 10 cm. SUELO DEBIDAMENTE COMPACTADO P-1 5 5 + 30% DE P.G. RAMPA 5 CONCRETO + 30% DE P.G. + 30% DE P.G. COBERTURA DE CALAMINOS T 5 5 FRISO F-20 \A1;Ø \S3#8;\H1.429x;" @.30 n.p.t.=604.05 5 5 5 5 5 5 5 \A1;Ø \S3#8;\H1.429x;" @.30 \A1;Ø \S1#4;\H1.429x;"\H1.429x; @.20 \LCORTE A - A' esc: 1/75 Losa Masiza Losa Masiza n.p.t.=605.00 Suelo debidamente Base Granular Cerco Perimetrico Base Granular \A1;Ø\S1#4;" @.20 \A1;Malla Ø\S1#2;" @.20 Zapata Sub Zapata \A1;Ø\S3#8;" @.30 \A1;Ø\S1#4;" @.20 n.p.t.= 604.05 n.p.t.=605.00 Compactado h= 0.15 de Concreto de Concreto X X X X X X 5 5 5

Language	Other
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	arpintaria, atelier, atelier de mécanique, atelier de menuiserie, autocad, bus, carpentry workshop, DETAIL, details, DWG, mechanical workshop, mechanische werkstatt, oficina, oficina mecânica, schreinerei, trench, werkstatt, workshop