Structural Details – Lightened DWG Detail for AutoCAD

Structural Details – Lightened DWG Detail for AutoCAD

Structural details – Lightened – Wireframe SEMAR Repsol Service Station SUR

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

project :, plane :, location :, lamina :, scale :, date :, indicated, signature:, corner av. Ricardo Palm, district: Trujillo, department: Liberty, and Av. america south, lightened – details, structures, overloads, concentrated load does not exist in levels, higher, dead load, for structures, technical specifications, portland type ms, steel, cement :, slabs, beams, reinforced concrete in :, columns and beams, coatings, av. south america, av. ricardo palm, reinforcing steel, liquid fuels dispenser, secondary truss, straps, island coverage, iron angle, edge truss, secondary beam, galvanized plate, metal plate, storm drain, see edge detail, glp dispenser, level island, maneuver, yard level, stirrups, long reinforcement, section, type, detail tijeral edge, lightened plane, beams box, solid staircase arrival slab, solid slab, basket, column anchor detail, column anchoring plant, top of coverage, circular column a, typical detail of anchorage, rain gutter, tip., detail main beam

Raw text data extracted from CAD file:

\A1;5.50 \A1;0.60 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.40 \A1;0.10 \A1;10.50 \A1;0.15 \A1;10.35 \A1;0.20 \A1;6.20 \A1;0.15 \A1;1.00 \A1;0.85 \A1;3.330 \A1;3.425 \A1;4.200 \A1;3.300 \A1;3.475 \A1;4.200 \A1;3.300 \A1;3.330 \A1;4.120 \A1;0.70 \A1;5.50 \A1;6.20 \A1;0.73 \A1;5.50 \A1;7.196 \A1;6.800 \A1;3.404 \A1;.391 \A1;6.800 \A1;10.437 \A1;1.050 \A1;.42 \A1;1.00 \A1;1.00 \A1;1.03 \A1;1.50 \A1;1.43 \A1;1.20 \A1;1.50 \A1;1.75 \A1;9.53 \A1;5.30 \A1;1.50 \A1;0.15 \A1;0.70 \A1;0.60 \A1;5.00 \A1;5.150 \A1;2.650 \A1;8.400 \A1;4.85 \A1;0.30 \A1;2.35 \A1;0.30 \A1;8.10 \A1;0.30 \A1;0.30 + resto @0.25 c/e d3/8" : 1@0.05 + + 9 @0.10 + \A1;1.725 \A1;0.150 \A1;0.150 \A1;2.150 \A1;0.150 \A1;1.375 \A1;0.200 \A1;2.300 \A1;1.875 \A1;1.550 \A1;0.40 \A1;0.45 \A1;0.45 \A1;0.75 \A1;0.60 \A1;0.55 \A1;0.75 \A1;0.90 \A1;8.450 \A1;0.30 \A1;8.10 \A1;0.30 \A1;13.388 \A1;5.150 \A1;8.400 \A1;2.650 \A1;6.250 \A1;0.85 \A1;2.400 \A1;2.650 \A1;8.400 \A1;2.400 \A1;0.30 \A1;0.85 \A1;0.85 \A1;.30 \A1;.80 \A1;.50 \A1;.30 \A1;.25 \A1;.35 \A1;.30 \A1;.25 \A1;.25 \A1;.20 \A1;3.330 \A1;4.120 \A1;0.85 \A1;3.330 \A1;5.150 \A1;8.400 \A1;2.650 \A1;1.10 \A1;0.85 \A1;1.40 \A1;1.15 \A1;0.85 \A1;2.400 \A1;2.650 \A1;8.400 \A1;4.120 \A1;0.85 \A1;0.85 \A1;0.60 \A1;0.60 \A1;2.400 \A1;.15 \A1;.20 \A1;5.150 \A1;0.80 \A1;0.90 \A1;.15 \A1;.20 \A1;.80 \A1;.30 \A1;.50 \A1;.25 \A1;.35 \A1;.25 \A1;.30 \A1;.25 \A1;.20 \A1;.30 \A1;0.90 \A1;5.150 \A1;4.85 \A1;0.30 \A1;0.90 \A1;0.30 \A1;0.90 \A1;0.90 \A1;2.400 \A1;0.90 \A1;0.90 \A1;0.90 \A1;2.10 \A1;1.01 \A1;1.40 \A1;1.50 \A1;1.50 PROYECTO: PLANO: UBICACION: 02 E LAMINA: ESCALA: FECHA: INDICADA Setiembre 2008 FIRMA : MODIFICACION Y/O AMPLIACION DE LA EESS CON GASOCENTRO "SEMAR SAC" ESQUINA Av. RICARDO PALMA Mz.F-3, Lt.08 URB. PALERMO Distrito: TRUJILLO Departamento: LA LIBERTAD Y Av. AMERICA SUR ALIGERADO - DETALLES ESTRUCTURAS 0.25 0.50 \A1;5.95 \A1;5.04 \A1;5.95 \A1;6.30 \A1;6.80 5 5 ANGULO 1´´x 3/16´´ DESAGÜE PLUVIAL d3" COLUMNA DE d 0.40 5 5 5 5 5 5 5 <> 5 5 CUADRO DE SOBRECARGAS : kPa(kgf/m ) CARGA VIVA MINIMA REPARTIDA 5.0 (500) CARGA CONCENTRADA no existe en niveles superiores CARGA MUERTA Esta carga ha sido calculada de acuerdo a la norma E-020, anexo 1 correspondiente al cuadro de Pesos Unitarios PARA ESTRUCTURAS ESPECIFICACIONES TECNICAS PORTLAND TIPO MS fy=4200 kg/cm2 ACERO CEMENTO: f'c=210 kg/cm2 f'c=210 kg/cm2 LOSAS VIGAS CONCRETO ARMADO EN: 2.0 cm. 2.0 cm. LOSAS COLUMNAS Y VIGAS RECUBRIMIENTOS 5 5 5 5 5 ESCALA 1/50 5 5 \A1;0.10 AV. AMERICA SUR AV. RICARDO PALMA 5 1 \U+00D83/8" 2 5 5 G F 5 5 5 D C 5 5 C D E E 1' 1 Ø3/8" 1 Ø12mm" 1 5 5 F D' At. d1/4" @0.25 Ladril\fArial|b0|i0|c0|p34;l\fArial|b0|i0|c204|p34;o de \fArial|b0|i0|c0|p34;0.\fArial|b0|i0|c204|p34;30x\fArial|b0|i0|c0|p34;0.\fArial|b0|i0|c204|p34;30x\fArial|b0|i0|c0|p34;0.\fArial|b0|i0|c204|p34;15\fArial|b0|i0|c0|p34; m. ó \fArial|b0|i0|c204|p34;tiras de ETSAPOL acero de refuerzo 5 5 5 DISPENSADOR COMBUSTIBLES LIQUIDOS 5 5 ESCALA 1/50 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C1 C1 5 5 B A 5 5 B 5 A 5 4' 1 5 5 \A1;9.53 5 2 TIJERAL SECUNDARIO CORREAS TIJERAL \fArial|b0|i0|c0|p34;DE BORDE S=1,5% S=1,5% 5 5 5 5 5 5 TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL CANALETA DE\fArial|b0|i0|c0|p34; AGUAS PLUVIALES d4" TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL 5 5 5 5 COBERTURA DE ISLA (CANOPY) TUBO DE 1 1/2" X 1 1/2" e= 3mm ANGULO DE FIERRO 1/2"x1/2" e= 3mm ANGULO DE FIERRO 1"x1"x e= 3mm ANGULO DE FIERRO 1"x1" e= 3mm TIJERAL DE BORDE VIGA SECUNDARIA 5 0.60 5 e=1cm ONDULADA e=5mm PERFIL L DE 1"x1"x4mm PERFIL L DE 1"x1"x4mm PLATINA DE 1"x0.50 mtsx4mm PLATINA DE 1"x1"x4mm PLANCHA ZINCADA PLATINA DE METAL 5 DESAGUE PLUVIAL TUBERIA DE PVC Ø3" VER DETALLE DE BORDE VER DETALLE Nº01 COLUMNA DE d 0.40 DISPENSADOR GLP NPT + 0.20 NIVEL DE ISLA NPT ± 0.00 DE MANIOBRA NIVEL DE PATIO V-5 V-2 V-2 V-4 V-4 V-4 VS VS VS VS V-2 V-2 V-2 V-5 V-5 ESTRIBOS REFUERZO LONG. SECCION TIPO 2@5+6@15+ V-1 (0.30x0.80) 2 Ø3/4" 2 Ø3/4" 4 Ø 3/4" Ø3/8" : +R@25 cm/ extremo V-3 (0.25x0.35) 2 Ø 5/8" + 2 Ø 1/2" 1@5+2@5+10@18+ Ø1/4" : +R@25 cm/ extremo 2 Ø5/8" 2 Ø5/8" V-2 (0.30x0.50) 2@5+6@15+ 2 Ø5/8" 2 Ø3/4" 2 Ø 3/4" + 2 Ø 5/8" Ø3/8" : +R@25 cm/ extremo 5 5 5 5 5 5 5 5 5 5 ESCALA: 1/25 V1 - 0.30x0.80 m (EJE F) VCH6 VCH1 VCH4 VCH2 V-1 - 0.25x0.45 m TIPICO 1º, 2º, 3º, 4º, 5º PISO (EJE 2) 5 5 5 5 5 5 5 C 5 5 A 5 E F 5 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 5 5 5 5 5 5 1 Ø5/8" 1 Ø5/8" resto @0.10 d3/8" : resto @0.10 d3/8" : 2 Ø5/8" 2 Ø3/4" 5 2 Ø3/4" 1 2 3 4 5 5 5 5 5 2 Ø3/4" 4 5 V-4 5 CORTE 2-2 CORTE 1-1 ESCALA 1/10 DETALLE TIJERAL DE BORDE ESCALA: 1/25 V-1 - 0.30x0.80 m (EJE D') ESCALA: 1/10 DETALLE DE ALIGERADO h=0.20 ESCALA: 1/100 PLANO DE ALIGERADO 2 ESCALA: 1/20 CUADRO DE VIGAS 5 5 1 5 5 3 4 5 5 1 \U+00D83/8" 5 5 2 3 VS 5 4 5 V-5 V-5 V-5 V-5 V-5 V-5 V-5 ESTRIBOS REFUERZO LONG. SECCION 2@5+6@15+ 2 Ø1/2" 2 Ø5/8" 2 Ø 5/8" + 2 Ø 1/2" Ø3/8" : +R@25 cm/ extremo 2@5+6@15+ 2 Ø1/2" 2 Ø1/2" 4 d 1/2" Ø3/8" : +R@25 cm/ extremo TIPO V-4 (0.25x0.30) V-5 (0.25x0.20) V-4 V3 2 Ø3/4" V-2 - 0.30x0.50 m (EJE F) ESCALA: 1/25 2 Ø3/4" V-3 V-3 1 \U+00D812mm V-4 5 2 5 2 Ø5/8" 5 1 \U+00D83/8" 5 1 \U+00D83/8" 1 \U+00D812mm LLEGADA DE ESCALERA LOSA MACIZA 2 5 5 5 5 5 5 5 5 5 5 1 1 2 5 1 \U+00D83/8" 2 5 G F 5 5 F D' C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 V-2 V-2 V-4 V-4 V-3 V-3 V-3 V-3 VS V-2 V-2 V-2 V-1 V-1 V-1 ESCALA: 1/100 2º PLANTA 5 5 1 5 3 4 5 1 \U+00D812mm 5 1 Ø12mm" 1 Ø12mm" 5 5 5 1 \U+00D812mm + 1 \U+00D83/8" 5 1 \U+00D83/8" 5 5 2 3 3 V-1 5 4 5 1 \U+00D812mm 1 \U+00D83/8" 5 5 V-4 5 2 5 1 \U+00D83/8" 5 1 \U+00D83/8" 1 \U+00D812mm 2 2@5+6@15+ 2 Ø1/2" 2 Ø1/2" 4 d 1/2" Ø3/8" : +R@25 cm/ extremo 5 5 LOSA MACIZA 5 2 D' F 2 Ø5/8" 2 Ø3/4" 5 2 Ø3/4" 2 Ø3/4" 2 Ø3/4" 2 Ø3/4" V-4 5 resto @0.10 d3/8" : V-4 V-3 V-3 2 Ø5/8" VS (0.15x0.20) ESTRIBOS REFUERZO LONG. SECCION TIPO 2@5+6@15+ V-1 (0.30x0.80) 2 Ø3/4" 2 Ø3/4" 4 Ø 3/4" Ø3/8" : +R@25 cm/ extremo V-3 (0.25x0.35) 2 Ø 5/8" + 2 Ø 1/2" 1@5+2@5+10@18+ Ø1/4" : +R@25 cm/ extremo 2 Ø5/8" 2 Ø5/8" V-2 (0.30x0.50) 2@5+6@15+ 2 Ø5/8" 2 Ø3/4" 2 Ø 3/4" + 2 Ø 5/8" Ø3/8" : +R@25 cm/ extremo ESCALA: 1/20 CUADRO DE VIGAS 2@5+6@15+ 2 Ø1/2" 2 Ø5/8" 2 Ø 5/8" + 2 Ø 1/2" Ø3/8" : +R@25 cm/ extremo 2@5+6@15+ 2 Ø1/2" 2 Ø1/2" 4 d 1/2" Ø3/8" : +R@25 cm/ extremo V-4 (0.25x0.30) V-5 (0.25x0.20) 5 5 5 5 5 5 5 5 5 5 2@5+6@15+ 2 Ø1/2" 2 Ø1/2" 4 d 1/2" Ø3/8" : +R@25 cm/ extremo 5 5 VS (0.15x0.20) V-4 V-4 5 5 5 2 Ø5/8" 2 Ø3/4" 5 1 2 V-4 V-4 V-2 - 0.30x0.50 m (EJE G) ESCALA: 1/25 5 2 Ø5/8" 2 Ø3/4" 5 V-4 V-4 2 Ø3/4" 5 5 5 5 d3/8" : @0.10 5 d3/8" : @0.10 5 5 V-4 5 NPT +0.20 FIERRO DE 1/2" CANASTILLA COLUMNA DE FIERRO DE d40cm, e=1/4" PERNOS DE 1" CANASTILLA DE FIERRO DE 1/2" PLATINAS DE APOYO DE 1/2" DETALLE DE ANCLAJE DE COLUMNA ESCALA: 1/25 PLANTA DE ANCLAJE DE COLUMNA ESCALA: 1/25 COLUMNA DE FIERRO DE d40cm, e=1/4" 1.40 5 5 PARTE SUPERIOR DE COBERTURA COLUMNA CIRCULAR A DETALLE TIPICO DE ANCLAJE DE 4 PERNOS DE ANCLAJE d5/8" ASTM A-325 CIRCULAR d 0.40 m COLUMNA DE FIERRO DE 1/4" S/E CANALETA PLUVIAL PL: 450x450x3/8" d4" 3/8" tip. DETALLE VIGA PRINCIPAL ESC 1/25 0.25 0.50 ANGULO 1´´x 3/16´´ DESAGUE PLUVIAL PERFILES DE 1´´ X 1´´ PROYECCION DE TECHO METALICO1 D2 TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL 5 TIJERAL SECUNDARIO 5 5 5 5 CORREAS TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL \A1;20.68 TIJERAL \fArial|b0|i0|c0|p34;DE BORDE CANALETA DE\fArial|b0|i0|c0|p34; AGUAS PLUVIALES d4" S=1,5% S=1,5% S=1,5% S=1,5% 2 2 PROYECTO: PLANO: UBICACION: 03 E LAMINA: ESCALA: FECHA: INDICADA Setiembre 2008 FIRMA : MODIFICACION Y/O AMPLIACION DE LA EESS CON GASOCENTRO "SEMAR SAC" ESQUINA Av. RICARDO PALMA Mz.F-3, Lt.08 URB. PALERMO Distrito: TRUJILLO Departamento: LA LIBERTAD Y Av. AMERICA SUR COBERTURA METALICA (CANOPY) ESTRUCTURAS

Language	Spanish
Drawing Type	Detail
Category	Gas & Service Stations
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, DETAIL, details, dispenser, DWG, jungle, lightened, repsol, service, service station, Station, structural, structural details, wireframe