Educational Infrastructure Details DWG Detail for AutoCAD

Educational Infrastructure Details DWG Detail for AutoCAD

Details educational infrastructure

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

magnetic, planimetry of the project, esc:, synthetic grass court, cm., global, npt., cement mixture p.g., cut, cut, stop tube, Mesh frame: tube, natural terrain, sobrecimiento, foundation, typical ex, stop tube, Steel in columns: in columns of extribos: steel with both sides, transverse ex, typical of ex modules, stop tube, stop tube mm, tube frame mm, electrowelded to the frame, anchorage to the stand with electrowelded pipe, of enmallado ex, stop tube, mesh with galvanized wire, former main access, cut, transverse ex, cut, typical ex perimetral esc:, Steel in columns: in columns of extribos: steel with both sides, cut, Steel in columns: in columns of extribos: steel with both sides, Typical former main esc:, cut, steel in beams: in beams of h: extribos: steel with both sides, Typical former main esc:, cement mixture p.g., galvanized mesh electro welded angular, cross, both sides, grate frame, cross, details of grate, details of grate, door grille ex, foundation, shaft length, of ex access, flooring, concrete in shoe: f’c:, flooring, concrete in shoe: f’c:, both sides, projected path, existing concrete sidewalk, natural terrain, mesh with galvanized wire, cement mixture p.g., stop tube, stop tube, Mesh frame: tube, stop tube, transverse ex, mesh with galvanized wire, mesh with galvanized wire, stop tube, concrete sidewalk, cement mixture p.g., projected path, of ex access, Shoe projection, projection access beam, concrete sidewalk, mesh with galvanized wire, tarred envelope, concrete sidewalk, techniques: techniques: concrete: flooring in footings: concrete in footings: f’c: concrete in columns: f’c: concrete in beams: f’c: concrete in foundations: concrete mixture in overlays: mixture p.m.

Raw text data extracted from CAD file:

MAGNETIC 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 \A1;0.80 \A1;0.10 \A1;0.10 \A1;9.50 \A1;3.59 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;2.98 \A1;3.05 \A1;2.98 \A1;0.25 \A1;0.03 \A1;0.25 \A1;0.25 \A1;0.40 \A1;3.20 \A1;0.30 \A1;0.40 \A1;3.50 \A1;0.25 \A1;0.25 \A1;0.40 \A1;3.05 \A1;0.40 \A1;1.50 \A1;1.75 \A1;1.50 \A1;1.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;3.50 \A1;0.33 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.16 \A1;0.50 \A1;R0.31 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.50 \A1;R0.19 \A1;0.20 \A1;0.38 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.40 \A1;2.78 \A1;3.45 \A1;0.93 \A1;0.40 \A1;0.22 C-4 C-4 \A1;0.40 \A1;0.10 \A1;3.50 \A1;0.20 \A1;0.20 \A1;3.20 \A1;2.78 \A1;0.40 \A1;0.40 \A1;0.40 \A1;3.00 PLANIMETRIA DEL PROYECTO ESC: 1 / 250 CANCHA DE CESPED SINTETICO "SAN ISIDRO" \A1;1.50 \A1;1.75 \A1;1.50 \A1;1.50 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.60 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.50 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.04 \A1;3.02 \A1;0.04 \A1;0.05 \A1;1.49 \A1;0.40 \A1;0.25 \A1;0.25 13 cm. Ø1/2" 10cm. Ø 3/8" 7.5cm. Ø 1/4" \A1;0.25 \A1;0.06 \A1;0.16 \A1;0.30 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 5 5 5 NPT. +0.20 5 5 5 CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. 5 5 Ø 1/2" @ 0.20 Z-1 C-1 Ø 1/2" @ 0.20 X X CORTE X - X 2 Ø 1/2" 2 Ø 1/2" CORTE X - X 5 5 5 5 PARANTE TUBO F°N° Ø 3" MARCO DE ENMALLADO: TUBO F°N° Ø 2" \A1;ANGULO "L" 1\S1/2;\H1.429x;" X 1\H0.7x;\S1/2;\H1.429x;" C-4 TERRENO NATURAL SOBRECIMIENTO CIMIENTO 5 5 \LZAPATA TIPICA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 \LCOLUMNA TIPICA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 PARANTE TUBO F°N° Ø 3" C-4 ACERO EN COLUMNAS: 4 Ø 1/2" EN COLUMNAS DE 0.25 X 0.25 EXTRIBOS: ACERO CON Ø 3/8": 2 @ 0.05; S @ 0.10; 2 @ 0.15; R @ 0.20 A AMBOS LADOS \LSECCION TRANSVERSAL \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 \LPLANTA TIPICA DE MODULOS \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 C-4 C-4 PARANTE TUBO F°N° Ø 3" PARANTE TUBO F° N° Ø 3" E= 1.2 MM MARCO TUBO F° N° Ø 2" E= 1.2 MM \A1;ANGULAR 1" X 1" X \S1/8;\H1.429x;" ELECTROSOLDADO AL MARCO ANCLAJE AL PARANTE CON TUBO F° N° Ø 2" ELECTROSOLDADO \LDETALLE DE ENMALLADO \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 10 PARANTE TUBO F°N° Ø 3" 5 C-1 MALLA CON ALAMBRE GALVANIZADO N° 8 DE 2" X 2" 5 5 5 5 \LELEVACION ACCESO PRINCIPAL \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 C-4 Z-4 Y Y CORTE Y - Y Z-4 \LSECCION TRANSVERSAL V - V \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 Z Z 5 5 5 5 Z-4 2 Ø 1/2" 2 Ø 1/2" CORTE X - X 5 5 \LCOLUMNA TIPICA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lENMALLADO PERIMETRAL ESC: 1 / 25 ACERO EN COLUMNAS: 4 Ø 1/2" EN COLUMNAS DE 0.25 X 0.25 EXTRIBOS: ACERO CON Ø 3/8": 2 @ 0.05; 2 @ 0.10; 2 @ 0.15; R @ 0.20 A AMBOS LADOS C-1 5 5 2 Ø 3/8" CORTE Y - Y ACERO EN COLUMNAS: 8 Ø 3/8" EN COLUMNAS DE 0.25 X 0.50 EXTRIBOS: ACERO CON Ø 3/8": 2 @ 0.05; 2 @ 0.10; 2 @ 0.15; R @ 0.20 A AMBOS LADOS \LCOLUMNA TIPICA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lACCESO PRINCIPAL ESC: 1 / 25 5 2 Ø 1/2" 3 Ø 1/2" 2 Ø 1/2" 3 Ø 1/2" CORTE Z - Z ACERO EN VIGAS: 5 Ø 1/2" EN VIGAS DE 0.2O X H: 0.40 EXTRIBOS: ACERO CON Ø 3/8": 2 @ 0.05; 2 @ 0.10; 2 @ 0.15; R @ 0.20 A AMBOS LADOS \LVIGA TIPICA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lACCESO PRINCIPAL ESC: 1 / 25 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 C-4 5 5 CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. 5 MALLA C/ALAMBRE GALVANIZADO ELECTRO SOLDADO A ANGULAR "L" DE 1" 2 Ø 1/2" 3 Ø 1/2" 2 Ø 1/2" 3 Ø 1/2" TRANSVERSAL Ø 2" Ø 3/8": 2 @ 0.05; 2 @ 0.10; 2 @ 0.15; R @ 0.20 A AMBOS LADOS MARCO DE REJA Ø 2" TRANSVERSAL Ø 2" DETALLES DE REJA Ø 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 5 5 5 DETALLES DE REJA Ø 1" \LDETALLE DE PUERTA REJA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 CIMIENTO LONGITUD AL EJE C-4 5 5 5 5 5 5 5 5 5 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" \LCIMENTACION DE ACCESO \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 C-4 C-4' 5 5 5 5 5 0.075 SOLADO E= 3" CONCRETO EN ZAPATA: F'C: 175 KG/CM2 SOLADO E= 3" CONCRETO EN ZAPATA: F'C: 175 KG/CM2 Ø 3/8": 2 @ 0.05; 2 @ 0.10; 2 @ 0.15; R @ 0.20 A AMBOS LADOS 5 5 5 5 5 VEREDA PROYECTADA VEREDA DE CONCRETO EXISTENTE TERRENO NATURAL 5 5 Ø 3/8": 2 @ 0.05 cm; 2 @ 0.10 cm; 2 @ 0.15 cm; R @ 0.20 cm MALLA CON ALAMBRE GALVANIZADO N° 8 DE 2" X 2" MALLA CON ALAMBRE GALVANIZADO N° 8 DE 2" X 2" 5 CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. PARANTE TUBO F°N° Ø 3" 5 5 5 PARANTE TUBO F°N° Ø 3" MARCO DE ENMALLADO: TUBO F°N° Ø 2" \A1;ANGULO "L" 1\S1/2;\H1.429x;" X 1\H0.7x;\S1/2;\H1.429x;" PARANTE TUBO F°N° Ø 3" \LSECCION TRANSVERSAL \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 MALLA CON ALAMBRE GALVANIZADO N° 8 DE 2" X 2" 5 5 MALLA CON ALAMBRE GALVANIZADO N° 8 DE 2" X 2" MALLA CON ALAMBRE GALVANIZADO N° 8 DE 2" X 2" 5 PARANTE TUBO F°N° Ø 3" VEREDA DE CONCRETO VEREDA DE CONCRETO VEREDA DE CONCRETO VEREDA DE CONCRETO 5 5 CIMIENTO MEZCLA 1:10 + 30% P.G. CIMIENTO MEZCLA 1:10 + 30% P.G. VEREDA PROYECTADA 5 5 5 5 5 5 \LPLANTA DE ACCESO \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC: 1 / 25 PROYECCION ZAPATA Z-4 PROYECCION ZAPATA Z-4 PROYECCION VIGA DE ACCESO PROYECCION VIGA DE ACCESO 5 5 5 5 5 5 5 5 5 5 VEREDA DE CONCRETO MALLA CON ALAMBRE GALVANIZADO N° 8 MALLA CON ALAMBRE GALVANIZADO N° 8 C-4 C-4 SOBRECIMIENTO TARRAJEADO SOBRECIMIENTO TARRAJEADO VEREDA DE CONCRETO 5 5 5 5 5 5 5 5 5 5 \LESPECIFICACIONES TECNICAS:TECNICAS: CONCRETO: SOLADO EN ZAPATAS: H= 4" CONCRETO EN ZAPATAS: F'C: 175 KG/CM2 CONCRETO EN COLUMNAS: F'C: 175 KG/CM2 CONCRETO EN VIGAS: F'C: 175 KG/CM2 CONCRETO EN CIMIENTOS:MEZCLA 1:10 + 30%P.G. CONCRETO EN SOBRECMIENTOS: MEZCLA 1:8 + 25% P.M.

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, DETAIL, details, DWG, educational, infrastructure