Piles Control DWG Plan for AutoCAD

Piles Control DWG Plan for AutoCAD

Detail in plan and elevation control pile 1m and 2m that all armed up and the way that joins zero mechanical floor slab and flat slab

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

north, lower left corner, for printing to, Right upper corner, for full size printing to, Right upper corner, lower left corner, for full size print to, of November of, symbology:, Location:, drew by:, firm:, plan key:, review date:, n.p.t., indicates finished floor level, Notes:, facade, cut, access, stairway cut, window, axis, it is, matter:, construction projects, designed by:, draft:, tower reform, n.b., address:, under the slab, plan name:, scale:, dimension:, meters, of the cuahutemoc. Mexico DF, teacher:, dr. cuitlahuac arechiga, andrea jaime, Gloria Dupré, levels in meters. scale dimensions of this plane should not be taken. the contractor will rectify in the place of the before its execution the dimensions indicated in this one having to undergo the direction of work any difference. this plan must be verified with those of structure facilities. any discrepancy should be consulted with the construction management. the indicated finishes must be executed according to the corresponding specifications., elizabeth cuan, andrea jaime, Gloria Dupré, elizabeth cuan, calz general mariano escobedo, north:, tolstoi, rio lerma, dante, river rhone, scale, discipline, series, title, number of, title, scale, archive, inn, empty, n., n., construction gasket, xxx, low, plant, counter hedges, xxx, elevator, women bath, apartment, service room, kitchen, bath, dressing room, master bedroom, bedroom, apartment, service room, kitchen, bath, dressing room, bedroom, kitchen, bedroom, kitchen, bath, service room, master bedroom, bath, dressing room, master bedroom, service room, boardroom, kitchen, boardroom, copy room, main office, dinning room, bedroom, bath, dressing room, master bedroom, dinning room, study, main office, reception, irving grid, against head, secondary contratrabe, foundation detail, against head, given column, given column, isometric double, armed given column, armed given column, cutting control pile

Raw text data extracted from CAD file:

A 1 2 3 4 5 6' 7 8 9 10 11 12 13 A B C D E F G' I J K L M N H A' B' K' 7' 1 2 3 5 6 5 5 10.96990022288382 5 10.79673625199435 5.188501371729409 10.55299981738637 5 5 5 5 5 5 5 9.29999060327639 5.730878681040283 6.740949780952629 6.283475819077278 3.410015485395981 13.02860609453543 9.28721663316987 6.838311172097335 10.58537072642667 4.757889612827412 8.035557172182436 5 5 5 7.051101852737759 7.690522104306943 G 5 5 7.091391741520283 5 8.073698966865237 9.27107318118124 13.8088721234413 7.257694036911836 13.23494210197143 5 5 NORTE ESQUINA INFERIOR IZQUIERDA Para Impresión 11x17" (snap to center) Para impresión 11x17" (snap to center) ESQUINA SUPERIOR DERECHA Para impresión en tamaño completo (snap to center) ESQUINA SUPERIOR DERECHA ESQUINA INFERIOR IZQUIERDA Para impresión tamaño completo (snap to center) 07 de Noviembre de 2015 SIMBOLOGIA: UBICACION: DIBUJADO POR: FIRMA: CLAVE DE PLANO: FECHA DE REVISIÓN: N.P.T. INDICA NIVEL DE PISO TERMINADO INDICA NIVEL DE PISO TERMINADO NOTAS: FACHADA CORTE ACCESO CORTE DE ESCALERA VENTANA EJE ITESM MATERIA: PROYECTOS CONSTRUCTIVOS 2 DISEÑADO POR: PROYECTO: TORRE REFORMA +7.65m N.B.L. B 1 DIRECCIÓN: BAJO LOSA NOMBRE DE PLANO: ESCALA: ACOTACION: METROS Col.Anzures, Del Cuahutemoc. México DF PROFESOR: DR. CUITLAHUAC ARECHIGA ANDREA JAIME GLORIA DUPRÉ 1. Cotas y niveles en metros. 2. No deberán tomarse dimensiones a escala de este plano. El contratista rectificará en el lugar de la obra, antes de ejecutar sus partidas, las dimensiones y niveles indicados en este plano, debiendo someter a la Dirección de Obra cualquier diferencia. 3. Este plano deberá verificarse con los de instalaciones y estructura. 4. Cualquier discrepancia deberá consultarse con la Dirección de Obra. 5. Los acabados señalados deberán ejecutarse de acuerdo con las especificaciones correspodientes. ELIZABETH CUAN ANDREA JAIME GLORIA DUPRÉ ELIZABETH CUAN Calz. General Mariano Escobedo NORTE: Tolstoi Río Lerma Dante Río Ródano ESCALA ESCALA DICIPLINA SERIE TITULO TITULO NUMERO DE PLAN0 TITULO ESCALA ARCHIVO X ENPA C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C4 C4 C4 C4 C4 C3 C3 C3 C3 C3 C3 M1 M3 M2 C1 CTP1 CTP2 CTP3 CTP4 CTP5 CTS3 CTP6 CTP7 CTS4 CTS5 CTP8 CTP9 C1 CTS6 CTP10 CTP12 CTP13 CTP11 CTP14 CTP15 CTP16 CTP17 CTP18 CTP20 CTP21 CTP19 CTS1 CTP20 CTS10 CTS1 CTS2 CTS9 CTS8 CTS7 CTS10 CTS10 CTS11 CTS12 CTS13 CTP22 L2 L1 L1 L1 L8 L8 L8 L8 L8 L9 L10 L2 L2 L9 L9 L9 L3 L4 L5 L7 L6 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C4 C4 C4 C4 C4 C3 C3 C3 C3 C3 C3 L10 L10 L10 L10 L11 L11 L11 L11 L12 L12 L14 L20 L13 L13 L15 L15 L15 L15 L15 L15 L15 L15 L15 L13 L13 L13 L13 L13 L20 AR1 L20 L20 AR2 L20 L20 AR3 L20 AR21 L16 C1 M1 M2 M2 vacío vacío sentido losa cero sentido losa cero L20 L20 L19 L19 L19 sentido losa cero sentido losa cero L17 L18 L18 L1 L2 L5 L2 TT1 TT2 AR7 AR6 AR5 AR4 AR1 AR2 AR3 TT1 TT1 TT1 TT1 junta constructiva TT1 TT2 TT2 TT2 TT2 TT3 TT4 AR8 AR9 AR10 AR11 AR12 AR13 AR14 AR15 AR16 AR17 AR22 AR18 AR19 AR20 AR7 AR6 AR5 AR4 AR1 AR2 AR3 0.03 1.00 2.00 0.03 1.94 0.94 0.03 0.03 1.00 0.03 0.94 0.03 0.05 0.13 0.16 0.02 0.13 0.05 0.60 2.30 2.00 3.10 \A1;13.23 \A1;2.12 \A1;8.24 \A1;44.46 \A1;10.97 \A1;62.89 \A1;10.80 \A1;5.19 \A1;10.55 \A1;100.43 \A1;19.59 \A1;37.18 \A1;30.17 \A1;21.78 \A1;22.79 \A1;5.73 \A1;6.74 \A1;6.28 \A1;6.84 \A1;10.59 \A1;4.76 \A1;8.04 \A1;4.78 \A1;3.20 \A1;9.75 \A1;7.05 \A1;5.54 \A1;5.44 \A1;9.30 \A1;3.41 \A1;13.03 \A1;9.29 \A1;7.69 \A1;11.84 \A1;3.20 \A1;7.09 \A1;0.74 \A1;8.07 \A1;9.27 \A1;13.81 \A1;7.26 X XXX XX BAJA PLANTA N±0.00 Detalle Contratrabes 1:150 XX X XXX A 15.63 1.00 1.00 1.00 1.00 1.00 0.61 1.00 0.60 2.00 0.60 0.40 1.23 0.60 0.08 0.08 1.00 2.06 1.00 2.06 1.00 2.06 0.84 2.06 1.03 1.03 0.84 1.00 2.19 1.09 1.09 2.19 1.00 2.19 1.00 2.19 0.84 \A1;4.15 \A1;25.45 \A1;29.58 \A1;38.26 \A1;8.70 \A1;8.48 \A1;22.94 \A1;28.05 \A1;7.49 \A1;7.40 \A1;10.15 \A1;1.43 \A1;6.65 \A1;1.90 \A1;28.39 \A1;4.65 \A1;2.85 \A1;0.23 \A1;8.86 \A1;1.73 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;0.15 \A1;0.40 \A1;6.82 \A1;12.72 \A1;8.04 \A1;2.25 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;3.46 \A1;2.36 \A1;0.15 \A1;4.96 \A1;2.77 \A1;19.76 \A1;19.54 \A1;13.08 \A1;4.94 \A1;0.21 \A1;4.86 3 A 2 D C D H H' E 8 5' 2 2' 7 4' 5 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 EE EE 39.16612320903621 39.16612320903621 39.16612320903621 E E 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 3 4 2 5 5 5 4.508175143528938 5 5.325448223141485 5 5 5 5 39.16612320903621 39.16612320903621 5 5 5 39.16612320903621 39.16612320903621 5 5 4.947644469609294 5 4.144467201668984 5 5 4.687499999998547 4.687500000001343 3.532092507163604 5 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 5 13.0893848322522 5 7.693059686026523 39.16612320903621 39.16612320903621 5 5 7.794062792594701 39.16612320903621 39.16612320903621 7.238698649229875 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 39.16612320903621 5 5 12.80682097768727 5 8.40943780496643 39.16612320903621 5 7 5 39.16612320903621 5 5 5 24.79006400823079 0.1500027350854509 4.050073847311054 5 5 5 5 3.461175060763566 5 4.939096896590627 5 5.9416008996823 5 3.449999999999847 5 10.29383516703994 5 5 5 5 5 4.483809040770293 5 39.16612320903621 39.16612320903621 5 2.594541246051733 5 7.591719228875363 5 5 5.742807770735979 5.143226737967908 5 39.16612320903621 39.16612320903621 39.16612320903621 5 5.601532618548504 6.099918631333509 5 7.587976558362683 39.16612320903621 5.936514469321494 5 7.095788077182846 5 4.052012509739313 5 5 5 3 3 5 5 1 39.16612320903621 B Elevador 1 Elevador 2 Elevador 3 Elevador 4 Elevador 5 23 22 21 20 19 18 17 16 15 14 13 S 1 2 3 4 5 6 7 8 9 10 11 12 BAÑO MUJERES DEPTO 4 120 m2 DEPTO 3 120 m2 DEPTO 2 170m2 Cuarto de servicio Cocina Baño Baño Vestidor Recámara principal Recámara DEPTO 2 170m2 Cuarto de servicio Cocina Baño Baño Vestidor Recámara Cocina Recámara Cocina Baño Cuarto de servicio Recámara principal Baño Vestidor Recámara principal Cuarto de servicio \W1.42857; Sala \W1.42857; de \W1.42857; juntas cocina \W1.42857; Sala \W1.42857; de \W1.42857; juntas \W1.42857; Sala \W1.42857; de \W1.42857; juntas \W2.52381; Sala \W2.52381; de \W2.52381; copiado \W1.00000; Oficina \W1.00000; principal Comedor Recámara Baño Baño Vestidor Recámara principal Comedor Estudio Estudio \W1.00000; Oficina \W1.00000; principal Recepción \A1;26.26 \A1;2.82 \A1;0.15 \A1;0.17 \A1;4.51 \A1;0.17 \A1;5.33 \A1;18.35 \A1;2.96 \A1;4.69 \A1;4.69 \A1;2.81 \A1;5.02 \A1;0.17 \A1;0.20 \A1;4.26 \A1;4.95 \A1;0.15 \A1;4.14 \A1;0.15 \A1;4.69 \A1;4.69 \A1;4.69 \A1;3.53 \A1;18.91 \A1;5.49 \A1;13.09 \A1;0.17 \A1;7.69 \A1;0.17 \A1;13.01 \A1;7.79 \A1;7.24 \A1;5.38 \A1;0.17 \A1;12.81 \A1;0.17 \A1;8.41 \A1;31.45 \A1;4.70 \A1;0.21 \A1;24.79 \A1;0.15 \A1;4.05 \A1;0.15 \A1;0.35 \A1;34.95 \A1;0.24 \A1;3.46 \A1;0.15 \A1;4.94 \A1;0.15 \A1;5.94 \A1;0.15 \A1;3.45 \A1;0.15 \A1;10.29 \A1;0.45 \A1;1.77 \A1;0.15 \A1;1.18 \A1;0.21 \A1;4.48 \A1;0.36 \A1;0.29 \A1;2.59 \A1;0.21 \A1;7.59 \A1;0.16 \A1;0.36 \A1;5.74 \A1;5.14 \A1;0.45 \A1;0.45 \A1;5.60 \A1;6.10 \A1;0.16 \A1;7.59 \A1;5.94 \A1;0.10 \A1;7.10 \A1;0.15 \A1;4.05 \A1;0.15 \A1;0.35 \A1;0.15 Rejilla irving 0.03 1.00 2.00 0.03 1.94 0.94 0.03 0.03 3.10 1.00 0.05 0.60 2.30 2.00 15.63 Contra trabe principal 13 5 5 5 5 5 5 5 5 11 5 5 5 5 5 5 5 5 5 Contratrabe secundaria 5 5 5 5 5 5 5 Detalle Cimentacion C1 Detalle Cimentacion C2 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 Contra trabe principal 13 5 5 5 5 5 5 5 5 11 5 5 5 5 5 5 5 DADO COLUMNA 1 1:50 02 DADO COLUMNA 2 1:50 03 ISOMÉTRICO DOBLE T 1:20 01 ARMADO DADO COLUMNA 1 1:50 04 ARMADO DADO COLUMNA 2 1:50 05 CORTE PILOTE DE CONTROL 1:50 06

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Elevator
Tags	armed, autocad, base, control, DETAIL, DWG, elevation, floor, FOUNDATION, foundations, fundament, joins, mechanical, pile, piles, plan, slab, slab zero