Multi Family Building – Apartments And Commercial Stores DWG Block for AutoCAD

Multi Family Building – Apartments And Commercial Stores DWG Block for AutoCAD

Apartments building with 2 stores – Calculate structure

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

truckson mesh, concrete, floor slab, girder beam detail, seismic node, column, poor concrete, pedestal, vaf, axb, descrip, type, shoe, esp., prof., reinforcement, p.low, column table , levels, axes, cut aa, nerves, block, edge rim, sup., inf., stairwell

Raw text data extracted from CAD file:

6,8 4,2 4,2 4,2 4,2 1 5 4.199999999999903 4.199999999999989 4.199999999999989 2 3 4 5 5 A B V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 PLANTA DE FUNDACIONES ESC: 1/50 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 MALLA TRUCKSON DE 0.15X0.15X3mm CONCRETO LOSA DE PISO .25 .25 .25 0.25 0.30 0.25 0.30 .10 .10 .25 3 d1/2" 3 d1/2" EST. d3/8" @0.20 X1.20 DETALLE DE VIGA DE RIOSTRA (2) .25 .25 .25 0.25 0.30 0.25 0.30 .10 .10 .25 3 d5/8" 3 d5/8" EST. d3/8" @0.20 X1.20 DETALLE DE VIGA DE RIOSTRA 2h 1/5H 2h ESCALA. S/E NODO SISMICO COLUMNA .040X.40cm H 2h 2h 1/5H 3/5H \A1;h CONCRETO POBRE .20 .20 PEDESTAL VAF D C PEDESTAL VAF COLUMNA H A .05 .10 E A x B B DETALLE COLUMNA C-1 SIN / ESCALA 2 d5/8" .35 .35 .35 0.35 0.40 0.35 0.40 .10 .10 .35 2 d5/8" EST. d3/8" @0.10 EST. d3/8" @0.15 .10 .35 .35 .35 .35 2 d5/8" DETALLE COLUMNA C-1 SIN / ESCALA 2 d5/8" .35 .35 .35 0.35 0.40 0.35 0.40 .10 .10 .35 2 d5/8" EST. d3/8" @0.10 EST. d3/8" @0.15 .10 2d1/2" .35 .35 .35 .35 2d1/2" CUADRO DE FUNDACIONES ( Rs = 1.50 kg/cm2) DESCRIP TIPO ZAPATA PEDESTAL ESP. PROF. REFUERZO (EN DIRECCION A) REFUERZO (EN DIRECCION B) A B C D E H F-1 1.50 1.50 0.35 0.30 0.15 0.15 0.15 0.15 1.50 0.35 15 d 1/2" a/s 15 d 1/2" a/s C1 C1 C1 C1 3B 3A 2B 2A 1B 1A 0 P.BAJA NIVEL 1 NIVEL 2 CUADRO DE COLUMNAS C1 4B 4A C1 5B 5A NIVELES EJES NIVEL 2 0 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 4,2 4,2 4,2 4,2 6,8 4,2 4,2 4,2 4,2 .60 .10 .10 d 3/8" C/10 X 0.80 5 d 3/8" d 3/8" C/10 CORTE A-A RP 5 d 3/8" C/15 0.25 5 5 0.15 5 5 5 5 V.CARGA .60 x .25 d 3/8" 0.20 0.60 0.10 0.10 .20 .05 5 .10 .40 5 .40 5 .40 5 .40 CONCRETO Rc= 210 Kg/cm² MALLA TRUCKSON 4" x 4" NERVIOS DETALLE LOSA NERVADA e= 25 cm. BLOQUE \A1;.25 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.20 \A1;.05 2d1/2" 0.10 0.25 SIN / ESCALA NERVIO DE BORDE 0.10 0.25 0.20 0.25 0.40 0.35 0.20 0.25 6,8 1,35 1,35 1,9 4,2 4,2 4,2 4,2 1,2 A B 6.799999447958555 EST.d 3/8" @ 15 cms 3 Ø 5/8" x 10.00 .20 @ 15 cms .20 @ 20 cms Sup. Inf. 1.34779285377482 @15 cms @ 20 cms @15 cms @ 20 cms 1.347792422793788 2 Ø 3/4" x 10.00 .20 .20 3 Ø 5/8" x 10.00 4 Ø 3/4" x 10.00 2 Ø 3/4" x 10.00 .20 1 Ø 3/4" x 2.45 .20 1 Ø 3/4" x 2.45 .20 1 Ø 3/4" x 2.45 .20 1 Ø 3/4" x 2.45 .20 .20 .20 .20 .20 EST.d 3/8" 4 5 4.199999447958533 EST.d 3/8" @ 15 cms 2 Ø 5/8" x 6.30 .15 .15 Sup. Inf. @15 cms @ 20 cms 1.903270214999566 1 Ø 1/2" x 6.30 @ 15 cms 4.199999447958533 4.199999447958533 4.199999447958533 3 2 1 1.200001569919493 @ 20 cms @ 15 cms @ 15 cms @ 20 cms @ 15 cms @ 15 cms @ 20 cms @ 15 cms @ 15 cms @ 20 cms EST.d 3/8" EST.d 3/8" EST.d 3/8" EST.d 3/8" EST.d 3/8" EST.d 3/8" EST.d 3/8" .15 .15 .15 .15 .15 .15 2 Ø 5/8" x 4.40 1 Ø 1/2" x 4.40 .15 .15 .15 .15 2 Ø 5/8" x 4.40 1 Ø 1/2" x 4.40 2 Ø 5/8" x 6.30 .15 .15 1 Ø 1/2" x 6.30 .15 .15 @15 cms @ 20 cms 2 Ø 5/8" x 6.30 .15 .15 1 Ø 1/2" x 6.30 .15 .15 .15 .15 .15 .15 2 Ø 5/8" x 4.40 1 Ø 1/2" x 4.40 .15 .15 .15 .15 2 Ø 5/8" x 4.40 1 Ø 1/2" x 4.40 2 Ø 5/8" x 6.30 .15 .15 1 Ø 1/2" x 6.30 .15 .15 0.25 0.35 0.25 0.70 2.70 0.25 0.18 6,8 0.20 0.25 6,8 6,8 4,2 4,2 4,2 4,2 1,2 1,9 1,2 1,9 1,2 1,9 4,2 4,2 1,2 1,9 4,2 4,2 4,2 4,2 1,9 4,2 4,2 1,2 1 5 5 5 5 2 3 4 5 5 A B L.E. - 02 L.E. - 01 V.C. 0.60 X 0.25 V.C. 0.60 X 0.25 V.C. 0.60 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 LOSA DE ENTREPISO (NIVEL 1 ) _____ ESC: 1/50 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 VACIO DE ESCALERA 1 5 5 5 5 2 3 4 5 L.E. - 02 L.E. - 01 V.C. 0.60 X 0.25 V.C. 0.70 X 0.25 V.C. 0.60 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 LOSA DE ENTREPISO (NIVEL 2 ) _____ ESC: 1/50 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 VACIO DE ESCALERA .10 .55 .10 .55 0.20 0.25 EST. d3/8" @0.20 .20 3 d5/8" .20 3 d5/8" 4 d3/4" 0.55 0.60 .10 .35 .10 .35 0.40 0.35 0.20 0.25 EST. d3/8" @0.15 .20 2 d1/2" 2 d3/4" V.C. 0.60 X 0.25 PORT. 5 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 4 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 3 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 2 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 1 (VIGA NIVEL 1-) _(0.60 x 0.25) 4 d5/8" SIN / ESCALA VIGA DE CARGA SECCION ( A -B) (0.60 x 0.25) PORT. A (VIGA NIVEL 1 - 2) _(0.40 x 0.25) PORT. B (VIGA NIVEL 1 - 2) _(0.40 x 0.25) SIN / ESCALA VIGA DE AMARRE SECCION ( 1-2-3-4-5) (0.60 x 0.25) 5 A B .10 .55 .10 .55 0.60 0.55 0.20 0.25 EST. d3/8" @0.20 .20 3 d5/8" .20 3 d5/8" 4 d3/4" 2 d3/4" PORT. 5 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 4 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 3 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 2 (VIGA NIVEL 1-) _(0.60 x 0.25) PORT. 1 (VIGA NIVEL 1-) _(0.60 x 0.25) SIN / ESCALA VIGA DE CARGA SECCION ( A -B) (0.60 x 0.25) A B 5 EST.d 3/8" @ 15 cms 3 Ø 5/8" x 10.00 .20 @ 15 cms .20 @ 20 cms Sup. Inf. 2 Ø 3/4" x 10.00 .20 .20 3 Ø 5/8" x 10.00 4 Ø 3/4" x 10.00 2 Ø 3/4" x 10.00 .20 1 Ø 3/4" x 2.45 .20 1 Ø 3/4" x 2.45 .20 1 Ø 3/4" x 2.45 .20 1 Ø 3/4" x 2.45 .20 .20 .20 .20 .20 EST.d 3/8" 1 5 5 5 5 2 3 4 5 L.E. - 02 L.E. - 01 V.C. 0.60 X 0.25 V.C. 0.60 X 0.25 V.C. 0.70 X 0.25 V.C. 0.60 X 0.25 V.C. 0.60 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 V.A. 0.40 X 0.25 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 V.C. 0.60 X 0.25 5 A B NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" V.C. 0.60 X 0.25 NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUX. 2d 3/8" NERVIO AUX. 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUX. 2d 3/8" NERVIO AUX. 2d 3/8" V.C. 0.60 X 0.25 V.C. 0.60 X 0.25 LOSA DE TECHO_____ ESC: 1/50 5 5 5 5 5 5 NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUX. 2d 3/8" NERVIO AUX. 2d 3/8" 3 2 5 5 1 .10 1 Ø 5/8" x 9.90 MACIZADO MINIMO = 10 cms LOSA NERVADA: L.E.- 02 ( H= 25 cms ) 5 .10 .10 1 Ø 5/8" x 9.90 .10 3 4 5 5 5 .10 1 Ø 5/8" x 10.50 MACIZADO MINIMO = 10 cms 5 .10 .10 .10 LOSA NERVADA: L.E.- 01 ( H= 25 cms ) 1 Ø 5/8" x 10.50 .10 1 Ø 5/8" x 2.00 .10 1 Ø 5/8" x 2.00 ( NIVEL 1-2) ( NIVEL 1-2) 3 2 5 5 1 .10 1 Ø 1/2" x 9.90 MACIZADO MINIMO = 10 cms LOSA NERVADA: L.E.- 02 ( H= 25 cms ) 5 .10 .10 1 Ø 1/2" x 9.90 .10 3 4 5 5 5 .10 1 Ø 1/2" x 10.50 MACIZADO MINIMO = 10 cms 5 .10 .10 .10 LOSA NERVADA: L.E.- 01 ( H= 25 cms ) 1 Ø 1/2" x 10.50 .10 1 Ø 5/8" x 2.00 .10 1 Ø 5/8" x 2.00 ( NIVEL 1-2) ( NIVEL 1-2)

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartment, apartments, autocad, block, building, cálculate, commercial, condo, DWG, eigenverantwortung, Family, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, Stores, structure