Service Station – Tap DWG Section for AutoCAD

Section and elevation SEMAR CEPUNT

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

entrance, exit, longitudinal cut c – c ‘, minimarket, ss.hh, elevation av. antenor orrego, market, mini, david star, longitudinal cut a – a ‘, cross section b – b’, office, roof, elevation av. america west, first floor, project areas, total area, market and general services, roofed area, total area of ​​land, table of areas, sh. muj., public, sh. hom., personnel, av.america west, garden, path, track, av.antenor orrego, pole, totem, deposit, glp, of machines, lighting, architecture, sttedgo, drawing, date, location, luis chambergo montejo, scale , sheet, architect, professional, plan, owner, project:, service station, semar sac, urb. the farmhouse, esq. av.antenor orrego, and avenue america west, district: trujillo, department: freedom, water and air, room, metal roof projection, underground point, transfer, yard maneuvers, flexible pavement, fuel proy.tanques liquid, pushbutton manual, emergency, siren alarm, stop, sign with, arrow of entry, exit arrow, metal roof of islands, free area, total roofed area, second floor, administrative offices, partial, area, hall, management, tank glp , cuts and elevations

Raw text data extracted from CAD file:

INGRESO INGRESO SALIDA N \A1;1.00 \A1;6.75 \A1;2.20 \A1;2.45 \A1;2.40 \A1;1.00 \A1;.20 \A1;2.50 \A1;.20 \A1;.45 \A1;2.75 \A1;2.70 \A1;1.20 \A1;.20 \A1;.50 \A1;.60 \A1;.10 \A1;2.40 \A1;5.00 \A1;2.75 \A1;.20 \A1;2.50 \A1;.20 \A1;1.00 \A1;5.00 \A1;2.40 \A1;5.00 \A1;6.80 \A1;3.10 \A1;.20 \A1;2.50 \A1;2.70 \A1;.15 \A1;1.18 \A1;.20 \A1;1.00 \A1;1.00 \A1;5.00 \A1;.15 \A1;5.00 \A1;5.41 \A1;.15 \A1;2.75 \A1;.20 \A1;2.50 \A1;.15 \A1;.20 \A1;1.00 \A1;2.95 \A1;2.70 \A1;1.00 \A1;6.80 \A1;6.80 \A1;.15 \A1;2.25 \A1;5.00 \A1;.15 \A1;1.58 \A1;.15 \A1;.15 \A1;4.05 \A1;.20 \A1;2.25 \A1;6.80 \A1;1.77 \A1;.15 \A1;.20 \A1;.15 \A1;2.60 \A1;2.25 \A1;.15 \A1;1.65 \A1;2.75 \A1;.20 \A1;2.50 \A1;.20 \A1;1.00 \A1;5.96 \A1;5.15 \A1;1.65 \A1;6.80 \A1;.15 \A1;5.00 \A1;1.00 \A1;3.00 \A1;8.05 \A1;.15 \A1;.15 \A1;.15 \A1;5.075 \A1;3.450 \A1;.375 \A1;3.000 \A1;4.30 \A1;3.20 \A1;6.40 \A1;3.00 \A1;1.00 \A1;.15 \A1;1.20 \A1;.15 \A1;.50 \A1;8.00 \A1;4.60 \A1;3.00 \A1;6.35 \A1;4.26 \A1;8.98 \A1;1.00 \A1;.15 \A1;.15 \A1;.15 \A1;5.00 \A1;6.00 \A1;3.00 \A1;4.00 \A1;.80 \A1;6.95 \A1;.80 \A1;7.00 \A1;2.60 \A1;.14 \A1;.80 \A1;3.90 \A1;4.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.80 \A1;5.90 \A1;6.80 \A1;30.00 \A1;6.80 \A1;6.80 \A1;6.30 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;8.60 \A1;5.00 \A1;6.30 \A1;6.00 \A1;8.05 \A1;.15 \A1;2.97 \A1;R6.50 \A1;.15 \A1;1.30 \A1;1.50 \A1;1.35 \A1;1.20 \A1;.15 \A1;2.05 \A1;6.00 \A1;1.20 \A1;.15 \A1;2.05 \A1;.15 \A1;1.00 \A1;.30 \A1;1.50 \A1;.20 \A1;60° \A1;2.00 \A1;8.15 \A1;4.60 \A1;20.60 \A1;10.60 \A1;16.30 \A1;3.175 \A1;5.075 \A1;3.450 \A1;.375 \A1;3.300 \A1;4.200 \A1;3.300 \A1;4.125 \A1;.40 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.25 \A1;.40 \A1;3.500 \A1;3.500 \A1;3.500 \A1;3.500 \A1;3.500 \A1;3.850 \A1;3.000 \A1;4.450 \A1;.15 \A1;.15 \A1;2.00 \A1;33.40 \A1;3.00 \A1;3.00 \A1;2.00 \A1;.15 \A1;1.00 \A1;.15 \A1;2.00 \A1;.15 \A1;2.00 \A1;.15 \A1;1.00 \A1;.15 \A1;2.00 \A1;.15 \A1;3.85 \A1;.15 \A1;4.00 CORTE LONGITUDINAL C – C’ ESCALA 1/50 NPT + 3.10 NPT + 0.15 5 5 NPT + 5.60 MINIMARKET SS.HH SS.HH SS.HH SS.HH 5 5 ELEVACION AV. ANTENOR ORREGO ESCALA 1/50 NPT ±0.00 NPT + 0.15 MARKET MINI 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRELLA DE DAVID NPT ±0.00 NPT +0.15 NPT +3.10 CORTE LONGITUDINAL A – A’ \T1.4;DIESEL \T1.4;DIESEL \T1.4;DIESEL ESCALA 1/50 CORTE TRANSVERSAL B – B’ ESCALA 1/50 NPT ±0.00 NPT + 0.15 MARKET 5 5 OFICINA MINI MARKET AZOTEA NPT + 5.60 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 5 5.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION AV. AMERICA OESTE ESCALA 1/50 5 5 5 5 5 5 ESTRELLA DE DAVID \T1.4;DIESEL \T1.4;DIESEL \T1.4;DIESEL 5 5 5 5 5 5 PRIMER PISO AREAS DEL PROYECTO 320.48 m2 AREA TOTAL MARKET Y SERVICIOS GENERALES AREA TECHADA AREA TOTAL DEL TERRENO 72.96 m2 1,002.00 m2 CUADRO DE AREAS SH. MUJ. PUBLICO SH. HOM. PUBLICO SH. MUJ. PERSONAL SH. MUJ. PERSONAL 1 1 AV.AMERICA OESTE DISTRIBUCION 1º PISO ESCALA 1/100 5 5 5 JARDIN VEREDA PISTA JARDIN PISTA 5 5 5 5 5 5 AV.AMERICA OESTE AV.ANTENOR ORREGO AV.ANTENOR ORREGO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Poste 50 metros DE CENTRO PRE UNIVERSITARIO UNT (CEPUNT) 5 5 TOTEM DEPOSITO 5 5 5 5 5 SALIDA 5 5 ISLA 4 GLP ISLA 1 G-84, G-90, D2 ISLA 2 G-84, G-90, D2 ISLA 3 GLP DE MAQUINAS MARKET NPT + 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 de Alumbrado Poste de Alumbrado 5 ARQUITECTURA DISTRIBUCION 1º PISO 01 1/100 A StteDGO MAYO-2008 DIBUJO FECHA UBICACION LUIS CHAMBERGO MONTEJO CAP Nº 4797 ESCALA LAMINA ARQUITECTO PROFESIONAL PLANO PROPIETARIO PROYECTO: ESTACION DE SERVICIOS SEMAR S.A.C. ESTRELLA DE DAVID Urb. EL CORTIJO ESQ. AV.ANTENOR ORREGO Y AVENIDA AMERICA OESTE distrito: TRUJILLO departamento: LA LIBERTAD 1 1 4.30 AGUA Y AIRE CUARTO 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 NPT + 0.15 VEREDA NPT + 0.15 VEREDA NPT + 0.15 VEREDA NPT + 0.15 VEREDA NPT + 0.15 5 5 5 5 5 5 Proyección de Techo Metálico 5 PUNTO SUBTERRANEO DE TRANSFERENCIA 2.00 TK.3 84 4,000 Gls. 2,000 Gls. TK.2 90 6,000 Gls D2 TK.1 5 PATIO DE MANIOBRAS NPT ±0.00 pavimento flexible 5 5 5 5 Proy.Tanques Combustibles Líquidos 5 4.60 4.60 Pulsador Manual de Emergencia Sirena de Alarma Parada de Emergencia 20.60 5 5 5 5 5 Parada de Emergencia Letrero con Flecha de Ingreso Letrero con Flecha de Salida Letrero con Flecha de Ingreso Letrero con Flecha de Salida 5 LOTE Nº 2 LOTES 7 y 20 2 1 4 5 6 7 8 9 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C D E F G H I J K 5 5 5 5 5 5 5´ B B´ 3 5 C´ A 5 5 1 1 TECHO METALICO DE ISLAS 247.52 m2 AREA LIBRE 681.52 m2 AREA TECHADA TOTAL 373.81 m2 (68.02 %) SEGUNDO PISO 53.33 m2 OFICINAS ADMINISTRATIVAS 53.33 m2 5 5 PARCIAL AREA 5 A A’ C B B’ C’ 5 5 5 5 5 5 5 5 5 5 5 5 3 4 5 6 7 8 9 5 5 5 10 11 12 13 14 15 16 17 HALL NPT + 3.10 OFICINA 2º PISO GERENCIA 4,000 gln. TANQUE G-84 6,000 gln. TANQUE D-2 NPT ±0.00 5 C.F. – 4.00 6,000 gln. TANQUE GLP ARQUITECTURA CORTES Y ELEVACIONES 02 1/100 A JUNIO-2008 FECHA UBICACION ESCALA LAMINA PLANO PROYECTO: ESTACION DE SERVICIOS ESTRELLA DE DAVID Urb. EL CORTIJO ESQ. AV.ANTENOR ORREGO Y AVENIDA AMERICA OESTE distrito: TRUJILLO departamento: LA LIBERTAD