Service Station – Tap DWG Plan for AutoCAD

Service Station – Tap DWG Plan for AutoCAD

PLANS lightened

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

project:, district: trujillo, department: freedom, flat:, lightened, structures, location :, owner :, lamina :, scale :, date :, indicated, semar s.a.c, signature:, av. cease vallejo, station of services, star of david, entrance, exit, with new columns, second section, in filling, first section, det. of anchoring of beams, banked beams, flat beams, interior, corner, staircase, banked beams and columns, light beams lightened and slabs, coatings, technical specifications, tank, support supported, note:, – use clay king kong brick of type machined, overload box, concentrated load does not exist in levels, higher, dead load, LPG dispenser, maneuver, yard level, storm drain, island level, edge detail, dispenser, island detail, belts, av. america west, lightened plane, av.antenor orrego, tank glp, totem, glp, water and air, yard maneuvers, flexible pavement, proy.tanques liquid fuels, concrete box for underground point of transfer of glp, va, vb , detail of lightened, beams, basket, detail of column anchor, station of services semar cepunt

Raw text data extracted from CAD file:

PROYECTO: Mz.46 Lte. C2-1A, C2-1B URB. LA RINCONADA 4TA ETAPA distrito: TRUJILLO departamento: LA LIBERTAD PLANO: ALIGERADO ESTRUCTURAS UBICACION: 01 E PROPIETARIO: LAMINA: ESCALA: FECHA: INDICADA AGOSTO 2008 SEMAR S.A.C FIRMA : AV. CESAR VALLEJO ESTACION DE SERVICIOS ESTRELLA DE DAVID INGRESO INGRESO SALIDA \A1;5.95 -48.23501550936459 \A1;0.10 \A1;0.15 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.80 \A1;0.80 \A1;0.76 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.74 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.30 \A1;0.60 \A1;0.20 \A1;6.20 \A1;0.15 \A1;0.70 \A1;5.30 \A1;0.10 \A1;23.19 \A1;0.15 \A1;22.89 \A1;0.20 \A1;0.20 \A1;6.20 \A1;0.70 \A1;5.30 \A1;5.30 \A1;0.60 \A1;0.10 \A1;0.15 \A1;0.60 \A1;0.70 \A1;0.15 \A1;0.15 \A1;15.03 \A1;10.60 \A1;8.98 \A1;6.35 \A1;6.35 \A1;23.36 \A1;3.47 \A1;3.30 \A1;4.20 \A1;3.60 \A1;3.55 \A1;2.90 \A1;5.19 \A1;3.09 \A1;3.30 \A1;4.20 \A1;3.60 \A1;4.18 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;4.18 \A1;1.30 \A1;1.30 \A1;2.98 \A1;2.42 \A1;2.67 N \A1;3.55 \A1;2.90 \A1;5.01 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;3.47 \A1;1.30 \A1;1.30 \A1;2.98 \A1;2.42 \A1;2.67 \A1;3.30 \A1;4.20 \A1;3.65 \A1;3.55 \A1;2.95 \A1;5.05 \A1;3.18 \A1;3.30 \A1;4.20 \A1;3.60 \A1;4.13 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;3.47 \A1;3.55 \A1;2.90 \A1;5.01 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;1.45 \A1;3.47 \A1;4.13 \A1;1.30 \A1;1.30 \A1;3.03 \A1;2.43 \A1;2.62 \A1;1.30 \A1;1.30 \A1;3.03 \A1;2.43 \A1;2.62 \A1;1.45 \A1;1.45 con nuevas columnas \A1;0.30 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.05 10 9 8 7 6 5 4 2 1 \A1;1.20 \A1;1.20 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.30 \A1;0.30 \A1;1.20 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.40 \A1;0.20 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.35 \A1;0.15 \A1;0.15 \A1;1.50 \A1;1.50 ALIGERADO SEGUNDO TRAMO N.P.T. +0.15 EN RELLENO 5 5 5 5 5 5 5 5 \U+00F81/2" @ .15 ø1/2" @ .15 \U+00F83/8" @ .25 5 5 1ERAS GRADAS 5 5 5 ø1/2" @ .15 ø3/8" @ .25 N.P.T. +1.20 5 PRIMER TRAMO DET. DE ANCLAJE DE VIGAS VIGAS PERALTADAS VIGAS CHATAS 5 5 INTERIOR INTERIOR ESTRIBOS @ .05 ESQUINA 5 5 ESCALA: 1/20 = 2.00 cm. = 2.00 cm. = 4.00 cm. ESCALERA VIGAS PERALTADAS Y COLUMNAS VIGAS CHATAS ALIGERADOS Y LOSAS f'c= 210 Kg/cm2 RECUBRIMIENTOS ESPECIFICACIONES TECNICAS f'y= 4,200 Kg/cm2 Rt= 1.00 Kg/cm2 ( Verificar en obra ) Rm= 25 Kg/cm2 = 2.50 cm. CISTERNA = 4.00 cm. SOBRECIMIENTO APOYADO NOTA : - Amarrar albañileria portante con 2 alambres N 8 en forma corrida cada 3 hiladas - Usar ladrillo king kong de arcilla del tipo maquinada CUADRO DE SOBRECARGAS kPa(kgf/m2) 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 5 5 ANGULO 1´´x 3/16´´ COLUMNA DE d 0.40 5 5 5 5 DISPENSADOR GLP 5 NPT ± 0.00 DE MANIOBRA NIVEL DE PATIO 5 5 5 5 DETALLE DE TIJERAL ( COBERTURA 1 ) ESCALA 1/50 \T1.4;DIESEL ANGULO 1´´x 3/16´´ COLUMNA DE d 0.40 COLUMNA DE d 0.40 5 5 DESAGUE PLUVIAL TUBERIA DE PVC Ø3" NPT + 0.20 NIVEL DE ISLA VER DETALLE Nº01 5 5 5 5 5 5 5 5 5 DETALLE DE TIJERAL ( COBERTURA 1 ) ESCALA 1/50 5 0.60 5 PERFIL L DE 1"x1"x4mm PLATINA DE 1"x0.50 mtsx4mm DETALLE TIJERAL DE BORDE ESCALA 1/10 PLATINA DE 1"x1"x4mm ANGULO DE FIERRO 1"x1"x e= 3mm PLANCHA ZINCADA\fArial|b0|i0|c0|p34; ONDULADA e=5mm\fArial|b0|i0|c186|p34; ANGULO DE FIERRO\fArial|b0|i0|c0|p34; 1/2"x1/2" e= 3mm\fArial|b0|i0|c186|p34; ANGULO DE FIERRO\fArial|b0|i0|c0|p34; 1"x1" e= 3mm\fArial|b0|i0|c186|p34; TIJERAL DE BORDE\fArial|b0|i0|c0|p34; VIGA SECUNDARIA PLATINA DE METAL\fArial|b0|i0|c0|p34; e=1cm PERFIL L DE 1"x1"x4mm TUBO DE 1 1/2" X 1 1/2"\fArial|b0|i0|c0|p34; e= 3mm\fArial|b0|i0|c186|p34; DESPENSADOR NPT ±0.00 NPT + 0.20 DE MANIOBRA NIVEL DE ISLA \A1;0.20 NIVEL DE PATIO ESCALA 1/25 DETALLE Nº01 DETALLE DE ISLA 5 COBERTURA 1 TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL 5 S=1,5% TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL CORREAS 5 5 5 TIJERAL \fArial|b0|i0|c0|p34;PRINCIPAL 2 2 AV.AMERICA OESTE PLANO DE ALIGERADO ESCALA 1/100 AV.ANTENOR ORREGO TANQUE GLP CAPACIDAD = 6,000 Gls. TOTEM SALIDA ISLA 4 GLP ISLA 1 G-84, G-90, D2 ISLA 2 G-84, G-90, D2 ISLA 3 GLP AGUA Y AIRE TK.3 84 4,000 Gls. 2,000 Gls. TK.2 90 6,000 Gls D2 TK.1 PATIO DE MANIOBRAS NPT ±0.00 pavimento flexible Proy.Tanques Combustibles Líquidos CAJA DE CONCRETO PARA PUNTO SUBTERRANEO DE TRANSFERENCIA DE GLP 10 9 8 7 6 5 4 2 1 5 5 5 5 5 5 5 5 4 3 2' 5' 6 7 8 9 5 5 3.60 10 A B C 5 V.A V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.A V.A V.101 V.101 V.A V.B 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 1/2" 5 5 5 5 V.100 V.A 2º PISO 6 5 4 2 5 5 5 4 3 2 5' 6 C V.200 V.200 V.201 V.201 V.A 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" 1 ø 3/8" 1 ø 3/8" 5 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 1/2" 5 5 5 5 V.200 V.200 V.200 V.200 V.A B AV.AMERICA OESTE PLANO DE ALIGERADO ESCALA 1/100 AV.ANTENOR ORREGO TANQUE GLP CAPACIDAD = 6,000 Gls. TOTEM SALIDA ISLA 4 GLP ISLA 1 G-84, G-90, D2 ISLA 2 G-84, G-90, D2 ISLA 3 GLP AGUA Y AIRE TK.3 84 4,000 Gls. 2,000 Gls. TK.2 90 6,000 Gls D2 TK.1 PATIO DE MANIOBRAS NPT ±0.00 pavimento flexible Proy.Tanques Combustibles Líquidos CAJA DE CONCRETO PARA PUNTO SUBTERRANEO DE TRANSFERENCIA DE GLP 10 9 8 7 6 5 4 2 1 5 5 5 5 5 5 5 5 4 3 2 5' 6 7 8 9 5 5 3.60 10 A B C 5 V.A V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.100 V.A V.A V.101 V.101 V.A V.B 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 1/2" 5 5 5 5 V.100 V.A 2º PISO 6 5 4 2 5 5 5 4 3 2 5' 6 C V.200 V.200 V.201 V.201 V.A 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" 1 ø 3/8" 1 ø 3/8" 5 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2" 5 5 1 ø 3/8" 1 ø 1/2" 5 5 5 5 V.200 V.200 V.200 V.200 V.A B 5 5 1 ø 1/2" 5 5 5 5 TEMPERATURA (ø 1/4" @ 0.20) LADRILLO .30x.30x.15 o TIRAS ETSAPOL 5 5 5 <> 5 DETALLE DE ALIGERADO 5 ESCALA 1/10 Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo 5 5 5 5 1 d 1/2" 5 2 d 5/8" 2 d 5/8" 1 d 1/2" 5 5 2 d 5/8" 2 d 5/8" 1 d 1/2" 1 d 1/2" 4 d 5/8" + 2 Ø 1/2´´ SECCION 1-1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LV - 100 - 200 ESCALA : 1/25 VIGAS ESCALA : 1/25 1 d 1/2" 5 5 5 5 5 5 1 d 1/2" 5 5 1 d 1/2" 5 5 5 5 1 d 1/2" 5 5 5 5 5 5 2 d 5/8" 2 d 5/8" 1 d 1/2" 1 d 1/2" 4 d 5/8" + 2 Ø 1/2´´ SECCION 1-1 1 1 1 1 1 1 1 1 1 1 Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo Ø3/8" ; 1 @ 0.5; 4 @ 0.10 2 @ 0.15 , el resto @ 0.20m c / extremo \LV - 100 - 200 ESCALA : 1/25 1 d 1/2" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 1/2" 1 d 1/2" 5 4 d 5/8" + 2 Ø 1/2´´ SECCION 1-1 1 d 1/2" 1 d 1/2" 1 d 1/2" \LV.A ESCALA : 1/25 \LV - 101 - 201\fArial|b0|i0|c238|p34; ESCALA : 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA DE FIERRO DE 1/4" PERNOS DE 1" CANASTILLA DE FIERRO DE 1/2" PLATINAS DE APOYO DE 1/2" FIERRO DE 1/2" CANASTILLA 5 5 DETALLE DE ANCLAJE DE COLUMNA ESC : 1/25 TRAMO 1 TRAMO 2 TRAMO 3 TRAMO 4 PROYECTO: ESTACION DE SERVICIOS SEMAR CEPUNT Mz.46 Lte. C2-1A, C2-1B URB. LA RINCONADA 4TA ETAPA distrito: TRUJILLO departamento: LA LIBERTAD PLANO: ALIGERADO ESTRUCTURAS UBICACION: 02 E LAMINA: ESCALA: FECHA: INDICADA AGOSTO 2008 FIRMA : AV. CESAR VALLEJO

Language	Spanish
Drawing Type	Plan
Category	Gas & Service Stations
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, dispenser, DWG, lightened, plan, plans, service, service station, Station, tap