Auto Parts Store DWG Block for AutoCAD

AUTO PARTS STORE TYPE WAREHOUSE WITH PARKING AND CUTS AND FOUNDATION AND STRUCTURAL FACADES

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

existing area, parking spaces, free area, total area, basement, total surface, ground floor, areas, upper floor, floor, front, new construction, extension, exp. cadastral, owner, land data, regularization, symbology, number, block, address, name, opm, cadastre approval, expert responsible for the project, responsible for the construction, location, colony, lot, street, signature, tel. , ced. professional, data of the owner, description of the work, sky exit, boiler, gas outlet, simple contact, wall outlet, single damper, light meter, load center, vaiven damper, drain register, location plant , secretary of urban development, and ecology, tenant, sublessee, description, rotation, classification of plane, escobedo, February, cfe, high, coppel, cinepolis, contour building store, parabus, telmex, reg., c. Simon Bolivar, c. freedom, c. warrior, c. cuitlahuac, npt, space for own service transformer, electric substation, generator, ladder, roof, platform, vans, ramp, telephones, entrance, exit, warehouse, aurrera, scale:, left lateral elevation, right lateral elevation, elevation back, main elevation, painted black, white, painted black, with shadow in black, black dropshadow, detail b, face layout, white background, access, exhibition area and sales refaccionaria, service access, exit to av simon bolivar , loading and unloading area, trash bin, metal deck, cross-contraphalting, downward slope direction, roof direction, tubular column, insulation system, flashing up to parapet high bed, consult npt, in general floor, drill holes in each empty cell, pintex with fine finished texture in block with smooth joints, block smooth face, structural cut, plafon, crossed contraflambeo where indicated., anchor against flamb eo horizontal, detail of reinforcement, expansion joint with celotex and sealant, waterproofing internal face of foundation, level of embankment consult plant gral., north

Raw text data extracted from CAD file:

AREA EXISTENTE CAJONES DE ESTACIONAMIENTO AREA LIBRE AREA TOTAL SOTANO SUPERFICIE TOTAL PLANTA BAJA AREAS PLANTA ALTA FONDO FRENTE OBRA NUEVA AMPLIACION EXP. CATASTRAL PROPIETARIO DATOS DEL TERRENO REGULARIZACION AREA TOTAL m2 CUADRO DE SIMBOLOGIA NUMERO MANZANA DIRECCION NOMBRE NOMBRE O.P.M. DIRECCION DIRECCION NOMBRE APROBACION DE CATASTRO PERITO RESPONSABLE DEL PROYECTO RESPONSABLE DE LA CONSTRUCCION UBICACION COLONIA LOTE CALLE FIRMA TEL. FIRMA CED. PROFESIONAL DATOS DEL PROPIETARIO DESCRIPCION DE LA OBRA TEL. FIRMA SALIDA DE CIELO A A B G G BOILER SALIDA DE GAS R CONTACTO SENCILLO SALIDA DE MURO APAGADOR SENCILLO MEDIDOR DE LUZ CENTRO DE CARGA APAGADOR DE VAIVEN REGISTRO DE DRENAJE GAS, TUBO GALV. 1/2" DRENAJE EXT. TUBO DE BARRO 4" d DRENAJE INT. TUBO PVC 4"d, 2"d AGUA FRIA, TUBO GALV. 3/4" d, 1/2"d PLANTA DE LOCALIZACION SECRETARIA DE DESARROLLO URBANO Y ECOLOGIA DIRECCION ARRENDATARIO TEL. FIRMA DIRECCION SUBARRENDATARIO TEL. FIRMA DESCRIPCION GIRO TEL. CLASIFICACION DE PLANO N. L. 1886 A R G s n S r e p m e e d n e c s A ESCOBEDO 1886 L. FEBRERO 24 DE 2009-2012 NO TE 32.70 13.51 35.90 19.51 2.45 3.00 3.00 ® 1.60 1.60 1.60 1.60 1.00 1.00 1.00 1.00 1.00 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.00 1.00 6.00 3.85 1.45 0.65 \A1;19.51 \A1;35.90 32.70 19.51 2.45 \A1;12.90 \A1;12.40 3.30 \A1;7.90 \A1;7.50 35.15 \A1;18.58 \A1; 12.90 32.70 2.45 35.15 \A1;19.51 13.51 3.00 3.00 \A1;0.90 \A1;0.90 \A1;19.51 \A1;4.40 35.15 0.10 3.60 0.05 1.00 0.60 2.20 0.20 2.10 0.20 0.60 5.60 N+1.00 SNPT N+1.00 SNPT \A1;0.08 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.08 \A1;0.08 \A1;0.30 \A1;0.80 CFE CFE T R CFE CFE ALTO 1143 Z EL=412.18 1164 Z EL=413.91 1166 Z EL=414.46 1192 Z EL=414.78 1199 Z EL=413.96 1216 Z EL=413.96 1230 Z EL=413.28 1265 Z EL=411.81 1269 Z EL=412.76 1274 Z EL=412.38 1296 Z EL=414.52 1345 Z EL=411.65 1349 Z EL=411.56 1355 Z EL=411.84 1371 Z EL=411.44 1373 Z EL=411.31 1379 Z EL=411.04 1380 Z EL=410.76 1382 Z EL=410.88 Coppel Cinepolis 169.07m N 03°47'44" E 26.30m N 14°05'30" W 61.73m N 02°28'54" E 66.82m N 88°58'06" W 81.98m N 84°17'21" W 2.61m N 42°21'54" W 41.16m N 52°36'33" W 5.18m N 44°56'15" W 15.85m N 26°27'01" W 33.78m S 58°44'20" W 30.66m S 23°14'52" W 13.23m S 14°54'22" W 50.69m S 03°44'05" W 14.32m N 65°45'26" W 22.18m S 04°51'10" E 91.28m S 02°50'09" W 73.79m S 19°11'11" W 10.45m S 33°11'12" E 268.44m S 86°46'03" E S=66,785.00m2 Lote 3, EP # 4788 Poligono Escritura # 4788 T1 Contorno Edificio Tienda T2 T3 T4 ParaBus TELMEX REG. REG. TELMEX Z= 421.90 (h= 9.20 M.) (Sobre Tornillo) BN= 412.35 NPT412.57 NPT 412.44 410.70 411.55 Trans 45KVA Trans 45KVA Trans 25KVA (h= 4.70 M.) Z= 416.25 C. Simon Bolivar C. Libertad C. Guerrero C. Cuitlahuac 1301 K EL=413.87 1302 K EL=413.79 1303 K EL=413.78 1304 K EL=413.96 1305 K EL=413.88 1306 K EL=413.91 1307 K EL=413.92 1308 K EL=413.89 1309 K EL=413.91 1310 K EL=413.90 1311 K EL=413.87 1312 K EL=413.95 1313 K EL=413.96 1314 K EL=413.83 1315 K EL=413.90 1316 K EL=413.84 1317 K EL=413.68 1318 K EL=413.38 1319 K EL=412.95 1320 K EL=412.53 1321 K EL=413.57 1322 K EL=413.25 1323 K EL=412.93 1324 K EL=413.61 1325 K EL=413.28 1326 K EL=413.14 1327 K EL=413.13 1328 K EL=412.91 1329 K EL=412.64 1330 K EL=412.60 1331 K EL=412.36 1332 K EL=412.04 1333 K EL=412.27 1334 K EL=412.26 1335 K EL=412.05 1336 K EL=412.05 1521 K EL=411.82 1522 K EL=411.79 1523 K EL=411.76 1524 K EL=411.84 1525 K EL=411.99 1526 K EL=411.81 1527 K EL=411.81 1528 K EL=411.97 1529 K EL=411.92 1530 K EL=411.81 1531 K EL=411.87 1532 K EL=411.88 1533 K EL=411.90 1534 K EL=411.78 1535 K EL=411.88 1536 K EL=411.64 1537 K EL=411.67 1538 K EL=411.89 1539 K EL=411.90 1540 K EL=411.81 1541 K EL=411.80 1542 K EL=411.75 1543 K EL=411.87 1544 K EL=411.96 1545 K EL=411.96 1546 K EL=411.97 1547 K EL=411.95 1548 K EL=411.99 1549 K EL=411.97 1550 K EL=411.89 1551 K EL=411.97 1552 K EL=412.00 1553 K EL=411.97 1554 K EL=412.01 1555 K EL=411.88 1556 K EL=411.96 1557 K EL=412.03 1558 K EL=412.05 1559 K EL=412.04 1560 K EL=412.01 1561 K EL=412.01 1562 K EL=411.95 1563 K EL=412.04 1564 K EL=412.07 1565 K EL=411.99 1566 K EL=412.01 1567 K EL=412.09 1568 K EL=412.26 1569 K EL=412.23 1570 K EL=412.14 1571 K EL=412.14 1572 K EL=412.11 1573 K EL=412.13 1574 K EL=412.27 1575 K EL=412.17 1576 K EL=412.31 1577 K EL=412.88 1578 K EL=412.96 1579 K EL=413.32 1580 K EL=413.67 1581 K EL=413.56 1582 K EL=413.66 1583 K EL=413.65 1584 K EL=413.92 1585 K EL=413.92 1586 K EL=413.83 1587 K EL=413.91 1588 K EL=413.87 1589 K EL=413.80 1590 K EL=413.63 1591 K EL=413.58 1592 K EL=413.42 1593 K EL=413.32 1594 K EL=412.72 1595 K EL=412.82 1596 K EL=413.26 1597 K EL=412.73 1598 K EL=412.42 1599 K EL=412.54 1601 K EL=412.27 1602 K EL=412.25 1603 K EL=412.37 1604 K EL=411.95 1605 K EL=412.07 1606 K EL=412.34 1607 K EL=411.91 1608 K EL=411.91 1609 K EL=412.10 1610 K EL=412.00 1611 K EL=412.02 1612 K EL=412.05 1613 K EL=411.94 1614 K EL=411.91 1615 K EL=411.90 1616 K EL=411.62 1617 K EL=411.63 1618 K EL=411.62 1619 K EL=411.64 1620 K EL=411.59 1621 K EL=411.65 1622 K EL=411.84 1623 K EL=411.69 1624 K EL=411.82 1625 K EL=411.68 1626 K EL=411.70 1627 K EL=411.79 1628 K EL=411.61 1629 K EL=411.71 1630 K EL=411.67 1631 K EL=411.63 1632 K EL=411.58 1633 K EL=411.56 1634 K EL=411.48 1635 K EL=411.58 1636 K EL=411.76 1637 K EL=411.55 1638 K EL=411.53 1639 K EL=411.63 1640 K EL=411.63 1641 K EL=411.63 1642 K EL=411.56 1643 K EL=411.50 1644 K EL=411.68 1645 K EL=411.79 1646 K EL=411.66 1647 K EL=411.81 1648 K EL=411.94 1649 K EL=411.73 1650 K EL=412.02 1651 K EL=412.12 1652 K EL=411.82 1653 K EL=412.10 1654 K EL=412.30 1655 K EL=412.13 1656 K EL=412.39 1657 K EL=412.58 1658 K EL=412.49 1659 K EL=412.42 1660 K EL=412.54 1661 K EL=412.57 1662 K EL=412.43 1663 K EL=412.50 1664 K EL=412.61 1665 K EL=412.50 1666 K EL=412.55 1667 K EL=412.71 1668 K EL=412.71 1669 K EL=412.88 1670 K EL=412.74 1671 K EL=413.08 1672 K EL=413.09 1673 K EL=413.37 1674 K EL=412.71 1675 K EL=412.37 1676 K EL=412.45 1677 K EL=412.27 1678 K EL=412.14 1679 K EL=412.14 1680 K EL=412.01 1681 K EL=411.86 1682 K EL=411.96 1683 K EL=411.86 1684 K EL=411.80 1685 K EL=411.69 1686 K EL=411.71 1687 K EL=411.64 1688 K EL=411.69 1689 K EL=412.29 1690 K EL=412.55 1691 K EL=411.79 1692 K EL=411.68 1693 K EL=412.16 1694 K EL=411.61 1695 K EL=411.57 1696 K EL=411.59 1697 K EL=411.54 1698 K EL=411.54 1699 K EL=411.54 1700 K EL=411.54 1701 K EL=411.63 1702 K EL=411.51 1703 K EL=411.53 1704 K EL=411.63 1705 K EL=411.53 1706 K EL=411.62 1707 K EL=411.53 1708 K EL=411.57 1709 K EL=411.47 1710 K EL=411.42 1711 K EL=411.57 1712 K EL=411.44 1713 K EL=411.48 1714 K EL=411.45 1715 K EL=411.59 1716 K EL=411.44 1717 K EL=411.51 1718 K EL=411.44 1719 K EL=411.69 1720 K EL=411.61 1721 K EL=411.78 1722 K EL=411.70 1723 K EL=411.84 1724 K EL=411.69 1725 K EL=411.92 1726 K EL=411.76 1727 K EL=411.81 1728 K EL=411.82 1729 K EL=411.63 1730 K EL=411.75 1731 K EL=411.66 1732 K EL=411.62 1733 K EL=411.63 1734 K EL=411.59 1735 K EL=411.55 1737 K EL=411.59 1738 K EL=411.48 1739 K EL=411.49 1740 K EL=411.51 1741 K EL=411.46 1742 K EL=411.54 19 18 17 16 15 14 13 12 10 9 8 7 6 11 5 4 3 2 1 \A1;7.30 2.70 5.00 2.70 5.00 2.70 2.70 5.00 2.70 5.00 2.70 5.00 2.70 5.00 2.70 5.00 2.70 5.00 2.70 5.00 5.00 2.70 5.00 2.70 5.00 2.70 5.00 2.70 2.70 5.00 2.70 2.70 2.70 5.00 2.70 2.70 5.00 2.70 \A1;7.00 2.70 2.70 5.00 2.70 2.70 5.00 2.70 NPT 0.00 ESPACIO PARA TRANSFORMADOR DE SERVICIOS PROPIOS SUBESTACIÓN ELÉCTRICA GENERADOR ESCALERA AL TECHO ANDÉN DE CAMIONETAS RAMPA TELÉFONOS 148 CARRITOS 141 CARRITOS ENTRADA SALIDA BODEGA AURRERA PROTO 36E / 2011 BODEGA AURRERA PROTO 36E / 2011 NPT 0.00 2.70 2.70 5.00 2.70 5.00 2.70 2.70 5.00 2.70 5.00 2.70 2.70 5.00 2.70 5.00 2.70 2.70 5.00 2.70 5.00 2.70 2.70 5.00 2.70 5.00 2.70 5.00 2.70 5.00 2.70 5.00 5.00 2.70 5.00 2.70 5.00 2.70 5.00 5.00 2.70 2.70 2.70 2.70 66.63 \A1;7.00 1:25 ESCALA: 1:25 ESCALA: NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE CORTINA= 2.39m. SNPT NIVEL DE PRETIL= 5.74m. SNPT NIVEL DE PUERTA= 2.18m. SNPT NIVEL DE MURO= 4.72m. SNPT NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE CORTINA= 2.39m. SNPT NIVEL DE PRETIL= 5.74m. SNPT NIVEL DE PUERTA= 2.18m. SNPT 7.315199999999987 0.609599999999989 5 0.3048000000000059 1.015999999999991 5 6.959588733076112 0.6095887330761116 1.015999999999986 5 1.981200000000007 2.235200000000003 2.489199999999994 4 ELEVACION LATERAL IZQUIERDA 1:100 7NREELE 3 ELEVACION LATERAL DERECHA 1:100 2 ELEVACION POSTERIOR 1:100 1 ELEVACION PRINCIPAL 1:100 12.29368901963137 0.609599999999989 NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE PRETIL= 5.74m. SNPT NIVEL DE CANCEL= 3.71m. SNPT NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE PRETIL= 5.74m. SNPT 12.3444 0.609599999999989 22.60600000000002 0.609599999999989 \A1;7.32 \A1;0.61 \A1;0.30 \A1;1.02 \A1;0.41 \A1;12.29 \A1;0.61 \A1;0.30 \A1;6.96 \A1;0.61 \A1;1.02 \A1;0.41 \A1;1.98 \A1;2.24 \A1;2.49 \A1;12.34 \A1;0.61 \A1;22.61 \A1;0.61 Vinil preaplicado para igualar PMS 485 rojo Preapplied vinyl to match Pms 485 red Copy pintado de negro white painted black Vinil preaplicado para igualar PMS 485 rojo Preapplied vinyl to match Pms 485 red Copy w/ con sombra en negro Black dropshadow Vinil preaplicado para igualar PMS 165 Naranja DETAIL B Preapplied vinyl to match Pms 165 orange painted black w/ Black drop shadow / Layout de Cara Face Layout MR White Bkg'd (typ.) Fondo blanco Preapplied vinyl to match Pms 165 orange Vinil preaplicado para igualar PMS 165 Naranja Face Layout / Layout de Cara painted black Vinil preaplicado para igualar PMS 165 Naranja Preapplied vinyl to match Pms 485 red Copy Vinil preaplicado para igualar PMS 485 rojo pintado de negro painted black con sombra en negro Vinil preaplicado para igualar PMS 485 rojo MR \A1;3.85 \A1;2.03 \A1;0.10 6.00 3.85 1.45 0.65 6.00 3.85 1.45 0.65 \A1;11.20 6.00 3.85 1.45 0.65 \A1;7.49 \A1;[24'-7"] \A1;0.62 \A1;[2'-0 1/2"] \A1;0.31 [1'-0 1/2"] \A1;0.31 \A1;[1'-0 1/2"] \A1;1.04 \A1;[3'-5"] \A1;0.42 [1'-4 1/2"] \A1;7.13 \A1;[23'-4 1/2"] \A1;0.62 \A1;[2'-0 1/2"] \A1;1.04 \A1;[3'-5"] \A1;0.42 [1'-4 1/2"] \A1;2.03 \A1;[6'-8"] \A1;2.29 \A1;[7'-6"] \A1;2.55 \A1;[8'-4 1/2"] \A1;12.59 \A1;[41'-3 1/2"] \A1;0.62 \A1;[2'-0 1/2"] \A1;12.64 \A1;[41'-5 1/2"] \A1;0.62 \A1;[2'-0 1/2"] \A1;23.15 \A1;[75'-11 1/2"] \A1;0.62 \A1;[2'-0 1/2"] ACCESO 2 LP AREA DE EXHIBICION Y VENTAS DE REFACCIONARIA ACCESO ACCESO DE SERVICIO AF AF 0.18 NPT 0.35 SALIDA A AV SIMON BOLIVAR 32.70 13.51 35.90 19.51 3 2.45 3.00 3.00 AREA DE CARGA Y DESCARGA 0.00 AF AF contenedor de basura LP A B C LP ELEVACION PRINCIPAL ESC 1:125 \A1;FIRME DE CONCRETO ARMADO ESP. 13 cm F'c = 210 k/cm2 CON MALLA ELECTROSOLDADA 6 x 6 4 - 4 1.60 1.60 \A1;ZAPATA CORRIDA DE CONCRETO ARMADA 6 Vs # 4 F'c=210K/cm2 Fy= 4200 K/cm2 1.00 1.00 \A1;ZAPATA CORRIDA DE CONCRETO ARMADA 6 Vs # 4 F'c=210K/cm2 Fy= 4200 K/cm2 \A1;COLUMNAS TUBULARES 15 X 15 X \S1/4;" NPT 0.35 NSP 6.00 6.00 3.85 1.45 0.65 1 3 NBanq 0.18 0.18 1.60 1.60 1.60 1.60 \A1;ZAPATA CORRIDA DE CONCRETO ARMADA 6 Vs # 4 F'c=210K/cm2 Fy= 4200 K/cm2 \A1;COLUMNAS TUBULARES 15 X 15 X \S1/4;" \A1;COLUMNAS TUBULARES 15 X 15 X \S1/4;" 1.00 1.00 1.00 1.00 1.00 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 19.51 35.90 A C 16 LARGUEROS DE ALMA ABIERTA 32LH06 CUBIERTA METALICA 1 LP 32.70 19.51 2 2.45 C A PLANTA ARQUITECTONICA ESC 1:200 PLANTA DE CIMENTACION ESC 1:200 PLANTA DE CUBIERTA ESC 1:200 12.90 1 12.40 3.30 35 7.90 7.50 LP 35.15 66.63 3 18.58 12.90 1 2 32.70 3 2.45 1 35.15 3 1 19.51 A C 13.51 3.00 3.00 A B C 0.90 LP 0.90 LP 19.51 A C 4.40 CONTRAFLAMBEO CRUZADO SENTIDO DE PENDIENTE HACIA ABAJO SENTIDO DE CUBIERTA COLUMNA TUBULAR 35.15 3 1 CORTE SANITARIO ESC 1:50 DALA DE AMARRE PERIMETRAL A BASE DE BLOCK "U" DE 20cm, ARMADA CON 2-#5 CONTINUAS \A1;PISO DE CONCRETO PANEL DE YESO DE 13mm SISTEMA DE AISLAMIENTO \A1;SISTEMA DE IMPERMEABILIZACION TABLA DE 5X20cm BOTAGUAS HASTA LECHO ALTO DE PRETIL CHAFLANDE 10cm CORONA DE 10cm BLOCK DE 20 CM. DIECIOCHO (18) HILADAS DE BLOCK CONSULTAR N.P.T. EN PLANTA GENERAL BARRENAR HOYOS EN CADA CELDA VACIA BLOCK DE 10cm SOBRESALE 2cm. PINTEX CON TEXTURA ACABADO FINO EN BLOCK CON JUNTAS LISAS ULTIMA HILADA CON CERRAMIENTO DE BLOCK "U" DE 20cm Y 2-#5 CONTINUAS DIEZ (10) HILADAS DE BLOCK CARA LISO 0.10 3.60 0.05 CORTE ESTRUCTURAL 1.00 0.60 2.20 0.20 2.10 0.20 0.60 PLAFON PLAFON 5.60 MURO DE BLOCK DE 20cm. ANGULO DE 2 1/2" x 3/16" ANCLADO CON BARRENANCLAS DE 1/2" \A1;LARGUERO CONTRAFLAMBEO CRUZADO DONDE ESTE INDICADO. \A1;LARGUERO \A1;CUBIERTA DALA DE AMARRE C/BLOCK "U" DE 20cm ARMADA CON 2 Vs. #5 CONTINUAS. RELLENAR DE CONCRETO 2 HILADAS ARRIBA DE DALA. NIVEL= 4.52 m. S.N.P.T. ANGULO CONTINUO DE 3 1/2"x3 1/2" x1/4" ANCLADO CON 1 Vs. ROSCADA DE 3/4" x17cm Y TAQUETE HILTI HY-150 (IBCO#5193) @ 81cms. ANCLA CONTRA FLAMBEO HORIZONTAL DETALLE DE ARMADURA MURO DE ENRASE C/BLOCK DE 20 cm. 0.08 Vs. #5 @ 81 cm. PROLONGAR VARILLA SOLO LA LONGITUD DE TRANSLAPE DE NORMA 0.05 \A1;BASE COMPACTADA Vs. #4 @ 20 cm. 4 Vs. #4 CONT. PISO DE CONCRETO SOBRE BARRERA DE VAPOR DE 6/1000" ARMADO CON MALLA ELECTROSOLDADA 6"x6" 4-4 JUNTA DE DILATACION CON CELOTEX Y SELLADOR \A1;MURO DE 20 cm. x x IMPERMEABILIZAR CARA INTERIOR DE CIMENTACION Vs.#5 @ 81cm. SOLO A N.P.T. ALTERNANDO GANCHOS EN ZAPATA. NIVEL DE TERRAPLEN CONSULTAR PLANTA GRAL. 0.20 0.30 0.30 0.08 0.08 0.30 0.80 DALA DE AMARRE DE 20 x 20 CM A BASE DE CONCRETO ARMADO CON 4 VAR #3 Y EST. #2 @ 20 CM. 7.30 2.70 12 5.00 11 10 2.70 3 5.00 2 2.70 1 2.70 6 5.00 5 4 2.70 9 5.00 8 7 2.70 15 5.00 14 13 2.70 18 5.00 17 16 2.70 20 5.00 19 2.70 22 5.00 21 2.70 26 5.00 23 5.00 27 2.70 29 5.00 28 2.70 32 5.00 31 30 2.70 34 5.00 33 2.70 36 2.70 38 5.00 37 2.70 25 24 2.70 47 46 2.70 45 44 5.00 2.70 43 42 2.70 41 40 5.00 2.70 39 7.00 2.70 48 49 2.70 50 51 5.00 2.70 52 53 2.70 54 55 5.00 2.70 56 2.70 2.70 93 5.00 92 91 58 59 2.70 60 5.00 2.70 2.70 90 5.00 89 88 61 62 2.70 63 5.00 2.70 2.70 87 5.00 86 85 64 65 2.70 66 5.00 2.70 2.70 84 5.00 83 82 67 68 2.70 69 5.00 2.70 2.70 81 5.00 80 79 70 71 2.70 72 5.00 100 101 2.70 102 5.00 103 104 2.70 105 5.00 106 107 2.70 108 5.00 5.00 109 110 111 2.70 112 5.00 113 114 2.70 115 5.00 116 117 2.70 118 5.00 119 5.00 2.70 57 2.70 94 95 2.70 96 2.70 97 98 73 74 75 78 77 76 99 7.00 NORTE 5 5 5 6.00 3.85 1.45 0.65 A 6.00 3.85 1.45 0.65 ELEVACION LATERAL ESC 1:125 5 NPT 0.35 NBanq 0.18 NSP 6.00 C 6.00 3.85 1.45 0.65 5 5 NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE CORTINA= 2.39m. SNPT NIVEL DE PRETIL= 5.74m. SNPT NIVEL DE PUERTA= 2.18m. SNPT NIVEL DE MURO= 4.72m. SNPT NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE CORTINA= 2.39m. SNPT NIVEL DE PRETIL= 5.74m. SNPT NIVEL DE PUERTA= 2.18m. SNPT 5 5 5 4 ELEVACION LATERAL IZQUIERDA 1:100 7NREELE 3 ELEVACION LATERAL DERECHA 1:100 2 ELEVACION POSTERIOR 1:100 1 ELEVACION PRINCIPAL 1:100 5 5 NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE PRETIL= 5.74m. SNPT NIVEL DE CANCEL= 3.71m. SNPT NIVEL DE PISO TERMINADO (NPT) CONSULTAR PLANTA PLANO C05 NIVEL DE PRETIL= 5.74m. SNPT 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	arpintaria, atelier, atelier de mécanique, atelier de menuiserie, auto, autocad, block, carpentry workshop, cimentacion, cuts, DWG, facades, FOUNDATION, mechanical workshop, mechanische werkstatt, oficina, oficina mecânica, parking, parts, schreinerei, store, structural, type, warehouse, werkstatt, workshop