Project Office And Parking DWG Full Project for AutoCAD

Architecture and FOUNDATION IN PARTNERSHIP WITH THE DETAILS OF THE PROPOSED OFFICE OF TRANSPORT OF GOODS AND CAR MAINTENANCE WORKSHOP OWN. LOCATED IN THE DISTRICT OF SAN LUIS – LIMA.

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

biblio cad, anchor, sales room, level, ladies, walk-in showers, bathroom men, women’s bathroom, Deposit, vehicle maintenance, ditch, maestranza, Deposit, room, the without npt, existing construction, load download, parking lot, entrance exit of cargo vehicles, railyard, warehouse, npt, warehouse, npt, warehouse, npt, warehouse, npt, guardian, npt, goal, npt, bath, npt, entry, walk-in showers, bathroom men, women’s bathroom, warehouse, npt, warehouse, npt, warehouse, npt, warehouse, npt, guardian, npt, goal, npt, bath, npt, entry, nfc, nfc, nfc, nfc, existing column see detail, see detail, existing column, kind, level, rto, rto, rto, rto, rto, rto, rto, rto, existing wall, see note, existing wall, see note, existing, of existing column, of column, Deposit, existing construction, existing fence, nfc., typical shoe detail, esc, n.f.p., rec. free, rec. free, n.t.n., rec. free, According to column chart, fake concrete shoe poor, n.f.p., nfp., inside, nfp., in vain, esc, foundation run, esc, cut, sobrecimiento, foundation, column, of columns, rest, column, of columns, rest, of columns, rest, of columns, rest, elevation of columns, esc, mooring, esc, solid slab tank lid:, nfp., nfz, cut, nfp., nfz, cut

Raw text data extracted from CAD file:

BIBLIO CAD 1 2 5 4 6 7 3 1 2 \A1;0.61 \A1;0.73 \A1;1.40 \A1;0.10 \A1;0.72 \A1;0.30 \A1;0.42 \A1;0.40 \A1;1.31 \A1;0.10 \A1;2.27 \A1;0.30 \A1;5.20 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;28.04 \A1;4.95 \A1;8.69 \A1;3.74 \A1;0.31 \A1;0.77 \A1;0.10 \A1;0.87 \A1;0.10 \A1;0.75 \A1;0.44 \A1;1.63 \A1;0.30 \A1;2.96 \A1;0.61 \A1;2.11 \A1;0.15 \A1;2.21 \A1;0.61 \A1;4.59 \A1;0.31 \A1;0.31 \A1;2.24 \A1;0.31 \A1;2.20 \A1;0.44 \A1;1.50 \A1;0.31 \A1;2.72 \A1;0.31 \A1;1.63 \A1;0.99 \A1;0.71 \A1;1.02 \A1;0.59 \A1;0.25 \A1;0.92 \A1;0.15 \A1;2.20 \A1;1.65 \A1;4.31 \A1;39.30 \A1;3.15 \A1;1.98 \A1;3.58 \A1;5.08 \A1;4.90 \A1;0.31 \A1;2.52 \A1;16.38 \A1;3.58 \A1;4.47 \A1;2.74 \A1;3.67 \A1;5.16 A ANCLA Nº1 Sala de Ventas Nivel 1 Damas \A1;16.38 \A1;3.58 \A1;4.95 \A1;0.61 \A1;3.15 \A1;1.98 \A1;3.58 \A1;5.08 \A1;4.90 \A1;0.31 \A1;2.52 \A1;4.47 \A1;2.74 \A1;3.67 \A1;5.16 \A1;1.22 \A1;0.76 \A1;.30 \A1;.30 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.45 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.22 \A1;.07 \A1;.30 d3/8″@250 \A1;0.50 \A1;0.60 \A1;0.70 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.70 \A1;0.15 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.70 \A1;0.40 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.15 \A1;COLUMNA \A1;COLUMNA \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.10 \A1;1.87 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.10 \A1;1.87 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.15 1 2 3 4 5 8 9 10 11 12 6 7 1 2 4 4 5 8 9 10 11 12 6 7 DUCHAS Y VESTIDORES BAÑO HOMBRES BAÑO MUJERES I H G F E D I H G F E D 13 14 15 13 14 15 DEPOSITO MANTENIMIENTO DE VEHICULOS ZANJA MAESTRANZA DEPOSITO DEPOSITO DEPOSITO HABITACION 4 (Solo el tractor, sin carreta) NPT -1.70 A B C A C CONSTRUCCION EXISTENTE CARGA Y DESCARGA ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO Ingreso y salida de vehiculos de carga PATIO DE MANIOBRAS 10 8 7 1 4 5 6 1 2 3 9 11 12 ALMACEN 3 NPT +0.00 ALMACEN 2 NPT +0.00 ALMACEN 1 NPT +0.00 ALMACEN 1 NPT +0.00 GUARDIANIA NPT +0.00 PORTERIA NPT +0.00 BAÑO NPT +0.00 INGRESO 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 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 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 8 9 10 11 12 6 7 DUCHAS Y VESTIDORES BAÑO HOMBRES BAÑO MUJERES A B C A ALMACEN 3 NPT +0.00 ALMACEN 2 NPT +0.00 ALMACEN 1 NPT +0.00 ALMACEN 1 NPT +0.00 GUARDIANIA NPT +0.00 PORTERIA NPT +0.00 BAÑO NPT +0.00 INGRESO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-5 C-1 C-1 C-5 C-5 C-5 C-5′ C-5 C-5 C-5 C-5 C-5 C-4 C-2 C-4 C-4 C-4 C-4 C-2A CL CL CL CL CL CL CL CL C-2A C-M C-2 C-M C-M C-M C-3 CL h=.60m Z-4 d1/2″@.15 NFC -0.80 h=.60m Z-3 d1/2″@.15 NFC -0.80 Z-1 Z-1 Z-1 h=.60m Z-2 d1/2″@.15 NFC -0.80 Z-1 Z-1 Z-1 d1/2″@.15 h=.60m Z-1 NFC -0.80 COLUMNA EXISTENTE VER DETALLE “Z” COLUMNA EXISTENTE VER DETALLE “Z” COLUMNA EXISTENTE VER DETALLE “Z” COLUMNA EXISTENTE VER DETALLE “Z” COLUMNA EXISTENTE VER DETALLE “Z” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” VER DETALLE “X” COLUMNA EXISTENTE As TIPO C-2 C U A D R O D E C O L U M N A S NIVEL .25x.40 6 d 5/8″ C-1 .30x.30 d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 4 d 5/8″ d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s C-3 5 5 .25x.40 6 d 5/8″ C-1 .30x.30 d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 4 d 5/8″ d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s C-5 .25x.40 6 d 5/8″ C-4 .30x.30 d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 4 d 5/8″ d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s CL 5 5 .25x.40 6 d 5/8″ .30x.30 d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 4 d 5/8″ d3/8″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 5 5 5 5 C-5A 5 5 5 5 MURO EXISTENTE VER NOTA “W” 5 MURO EXISTENTE VER NOTA “W” 5 5 5 5 5 Ó .25 EXISTENTE DE COLUMNA EXISTENTE DE COLUMNA s DEPOSITO DEPOSITO DEPOSITO DEPOSITO CONSTRUCCION EXISTENTE CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 CM1 S S CERCO EXISTENTE CERCO EXISTENTE NFC. -1.70 d3/8″@.20 d3/8″@.30 DETALLE TIPICO DE ZAPATA ESC. 1/25 N.F.P. + 0.25 (VARIABLE) REC. LIBRE 0.075 5 5 5 5 REC. LIBRE 0.075 VC-1 N.T.N. ± 0.00 5 REC. LIBRE 0.075 SEGUN CUADRO DE COLUMNAS A x B FALSA ZAPATA CONCRETO POBRE f’c=100 Kg/Cm2 N.F.P. – 0.05 NFP. + 0.10 5 5 5 5 INTERIOR 0.15 5 5 NFP. + 0.10 5 5 5 EN VANOS 0.15 ESC. 1/25 5 5 CIMENTACION CORRIDA 5 5 5 ESC. 1/25 CORTE “S-S” @ 0.10 SOBRECIMIENTO CIMIENTO COLUMNA de columnas s/cuadro Resto @ 0.10 COLUMNA de columnas s/cuadro Resto de columnas s/cuadro Resto @ 0.10 de columnas s/cuadro Resto 5 5 5 5 5 5 5 ELEVACION DE COLUMNAS ESC. 1/25 DE AMARRE 5 5 d3/8″@.20 d3/8″@.20 d3/8″@.20 d3/8″@.20 ESC. 1/50 TAPA DE CISTERNA LOSA MACIZA: e= .20 – 500 Kg/m2 Ø3/8″ @.25 Ø3/8″ @.20 NFP. – 0.05 5 5 5 5 NFZ. -2.57 5 5 CORTE “R” Ø3/8″ @.25 Ø3/8″ @.20 NFP. – 0.05 5 5 5 5 NFZ. -2.57 5 5 CORTE “T” 5