Models For Alijerado DWG Detail for AutoCAD

Models For Alijerado DWG Detail for AutoCAD

Details of plant and cuts the beam axes

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

column with column, column reinforcement, column with beam, lightened column, in the middle, in extreme, detail of overlapping nuclear confinement, typical ceiling detail lightened h., wood, temperature, joist, lightened overload, scale, thick, negative steel, positive steel, beam column, covering, beam column, bending detail of stirrups, in columns beams, rmin, in columns, stirrups, beams, slabs, colum., general specifications, slabs beams, no splicing allowed, top reinforcement, in a length of, beam light beam, each column side, support for., the joints in, central third, they will not be spliced, will be located in the, more than the, armor in one, same section, axis, m. from a.e., column, column, m. from a.e., detail of beams, the rest of, both ends., scale:, see picture, note:, corrugated, all the stirrups will be iron, both ends., the rest of, scale:, from both ends., rest, scale:, scale:, from both ends., rest, column, m. from a.e., m. from a.e., goes., column, m. from a.e., m. from a.e., goes., axis, axis, column, m. from a.e., m. from a.e., goes., axis, column, m. from a.e., m. from a.e., goes., axis, goes., m. from a.e., m. from a.e., m. from a.e., m. from a.e., column, axis, m. from a.e., m. from a.e., m. from a.e., m. from a.e., m. from a.e., column, axis, m. from a.e., m. from a.e., m. from a.e., m. from a.e., m. from a.e., column, axis, joists, joists, joists, joists, joists, joists

Raw text data extracted from CAD file:

L4 L3 L2 L1 3 2 1 4 5 6 9 8 7 # 0 * \A1; 5 A 0.10 \A1; 5 A 0.10 \A1;0.05 \A1;0.05 \A1;5 A 0.10 \A1;0.05 \A1;0.05 \A1;5 A 0.10 \A1;VIGA COLUMNA CON COLUMNA REFUERZO - COLUMNA -462.5204203279473 -462.5204203279473 -462.5204203279473 -462.5204203279473 -462.5204203279473 -462.5204203279473 -462.5204203279473 -462.5204203279473 -462.5204203279473 COLUMNA CON VIGA COLUMNA Y ALIGERADO EN CENTRO EN EXTREMO (TRASLAPE MINIMO) \A1;LONG. DETALLE DE TRASLAPE Y CONFINAMIENTO DE NUCLEOS DETALLE TIPICO DE TECHO ALIGERADO h. = 0.20 5 0.3009557607720126 5 0.3047821389338424 5 0.3009557607720126 0.3009557607720126 5 MADERA Ø TEMPERATURA Ø1/4" @.25 VIGUETA Sobrecarga de Aligerado S/C 250 Kg/m 2 5 ESCALA 1/10 \Fromans.shx;LOSA DE 5cm. DE ESPESOR Acero Negativo Acero positivo \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.05 COLUMNA O VIGA d RECUBRIMIENTO RECUBRIMIENTO Ø COLUMNA O VIGA 3/8" 10 cm 1/4" d d 6 cm d DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS 45° 45° \A1;R \A1;L \A1;L \A1;L \A1;L Rmin 1.5cm 2.0 cm R L L 3/8" 6mm. d 5 EN COLUMNAS 5 10cm 15cm ESTRIBOS VIGAS LOSAS 60 5/8" 120 70 1" 3/4" 50 (cm) 40 30 1/2" 3/8" 6mm. d 50 90 60 40 30 (cm) COLUM. ESPECIFICACIONES GENERALES 5 LOSAS y VIGAS NO SE PERMITIRAN EMPALMES DE REFUERZO SUPERIOR (NEGA- TIVO) EN UNA LONGITUD DE 1/4" DE LUZ DE LA LOSA O VIGA A CADA LADO DE COLUMNA O APOYO. LOS EMPALMES EN L TERCIO CENTRAL NO SE EMPALMARAN SE UBICARAN EN EL MAS DE 50% DE LA ARMADURA EN UNA MISMA SECCION. \A1;.95 \A1;1.25 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 0.9500000000002728 1.249999999427473 0.900000002863635 0.699998140857133 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" 1 d 1/2" 1 d 3/2" 1 d 1/2" 5 5 5 \A1;.25 \A1;.25 \A1;4.165 \A1;.25 \A1;3.79 \A1;3.15 \A1;2.78 EJE - 3 - 3 4 d 1/2" d 3/8", 1 @ 0.05, 6 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. columna columna B B -1896.366826525219 -1896.366826525219 -1896.366826525219 -1896.366826525219 V.P.-1 (.25X.40) V.P.-1 (.25X.40) 4 d 1/2" 4 d 1/2" columna B -1896.366826525219 d 3/8", 1 @ 0.05, 6 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 4 d 1/2" 4 d 1/2" -1896.366826525219 -1896.366826525219 V.P.-1 (.25X.40) V.S.-1 (.25X.20) V.S.-1 (.25X.20) C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-2 C-1 \A1;.20 \A1;.15 \A1;.30 \A1;.25 \A1;.50 \A1;.25 V.S.-1 \A1;.25 \A1;.30 \A1;5.62 \A1;4.25 \A1;5.62 \A1;4.25 \A1;5.62 \A1;4.25 \A1;.25 \A1;3.18 \A1;.80 \A1;5.37 \A1;.25 \A1;.25 \A1;2.90 \A1;.70 \A1;3.65 \A1;.80 \A1;2.35 \A1;3.10 \A1;.70 \A1;2.65 \A1;.25 \A1;2.90 \A1;3.15 \A1;3.80 \A1;3.15 \A1;3.15 \A1;3.50 \A1;3.42 \A1;.50 \A1;3.05 \A1;.70 \A1;5.12 \A1;.50 \A1;.70 \A1;2.55 \A1;1.00 \A1;4.92 \A1;.70 \A1;.70 \A1;2.53 \A1;1.00 \A1;5.37 \A1;.25 \A1;3.15 \A1;3.15 \A1;3.15 \A1;3.48 \A1;.25 \A1;2.90 \A1;.25 \A1;2.90 \A1;.25 \A1;.25 \A1;4.50 \A1;3.15 \A1;3.15 \A1;3.15 \A1;3.05 \A1;.25 \A1;2.90 \A1;.25 \A1;2.90 \A1;.25 \A1;2.70 \A1;.25 \A1;.50 \A1;2.90 \A1;.25 \A1;2.90 \A1;.25 \A1;.25 \A1;5.62 \A1;4.25 \A1;17.00 \A1;16.75 \A1;9.85 \A1;9.87 \A1;5.62 \A1;17.00 \A1;16.75 \A1;9.85 \A1;9.87 \A1;5.62 \A1;4.50 \A1;3.15 \A1;3.15 \A1;3.15 \A1;3.05 \A1;3.15 \A1;3.80 \A1;3.15 \A1;3.15 \A1;3.50 \A1;5.62 \A1;4.25 \A1;4.23 \A1;4.50 \A1;3.15 \A1;3.15 \A1;3.15 \A1;3.05 \A1;3.15 \A1;3.80 \A1;3.15 \A1;3.15 \A1;3.50 \A1;5.62 \A1;4.25 \A1;4.23 \A1;1.00 \A1;1.30 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;1.00 \A1;1.30 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;1.00 \A1;1.30 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;17.00 \A1;16.75 \A1;9.85 \A1;9.87 \A1;5.62 \A1;1.00 \A1;1.30 \A1;.95 \A1;.95 \A1;4.50 \A1;3.15 \A1;3.15 \A1;3.15 \A1;3.05 \A1;3.15 \A1;3.80 \A1;3.15 \A1;3.15 \A1;3.50 \A1;5.62 \A1;4.25 \A1;4.23 \A1;9.85 \A1;9.87 \A1;5.62 \A1;17.00 \A1;16.75 \A1;4.23 \A1;4.50 \A1;3.15 \A1;3.15 \A1;3.15 \A1;3.05 \A1;3.15 \A1;3.80 \A1;3.15 \A1;3.15 \A1;3.50 \A1;5.62 \A1;4.25 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;1.30 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;1.30 \A1;.95 \A1;.95 DETALLE DE VIGAS d 1/4", 1 @ 0.05, 4 d 3/8" Resto @ 0.20 m., de ambos extremos. VS-2 (0.15 x 0.20) 4 @ 0.10, y el ESCALA: 1/20 VER CUADRO NOTA: CORRUGADO DE d 1/4" y DE d 3/8". TODOS LOS ESTRIBOS SERAN DE FIERRO .20 .15 VP.-1 (0.25 x 0.30) 4 @ 0.15, 2 @ 0.20, ambos extremos. y resto @ 0.25 m., de d 3/8", 1 @ 0.05, 6 d 5/8" ESCALA: 1/20 .30 .25 VP.-2 (0.25 x 0.50) 8 @ 0.15, y de ambos extremos. 2 @ 0.20 m., Resto @ 0.25 m d 3/8", 1 @ 0.05, 4 d 3/4" ESCALA: 1/20 .50 .25 2 d 1/2" ESCALA: 1/20 6 d 1/2" VA (0.25 x 0.30) 2 d 5/8" + + 4 @ 0.15, y de ambos extremos. 2 @ 0.20 m., Resto @ 0.25 m d 3/8", 1 @ 0.05, .25 .30 A B C 5.62 4.25 V.P.-2 (.25X.50) V.P.-1 (.25X.30) columna columna columna .50 3.05 .70 5.12 .50 d 3/8", 1 @ 0.05, 8 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 4 d 3/4" + 2 d 5/8" + 2 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 5/8" 4 d 3/4" + 2 d 5/8" + 2 d 1/2" 6 d 5/8" V.A. (.25X.30) V.A. (.25X.30) V.A. (.25X.30) V.S.-2 A B C V.P.-2 (.25X.50) V.P.-1 (.25X.30) columna columna columna .70 2.55 1.00 4.92 .70 d 3/8", 1 @ 0.05, 8 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 4 d 3/4" + 2 d 5/8" + 2 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 5/8" 4 d 3/4" + 2 d 5/8" + 2 d 1/2" 6 d 5/8" V.A. (.25X.30) V.A. (.25X.30) V.A. (.25X.30) V.S.-2 EJE - 6 - 6 EJE - 5 - 5 , EJE - 4 - 4 , EJE - 3 - 3 A B 5.62 4.25 V.P.-2 (.25X.50) V.P.-1 (.25X.30) columna columna columna .70 2.53 1.00 5.37 .25 d 3/8", 1 @ 0.05, 8 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 4 d 3/4" + 2 d 5/8" + 2 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 5/8" 4 d 3/4" + 2 d 5/8" + 2 d 1/2" 6 d 5/8" V.A. (.25X.30) V.A. (.25X.30) V.A. (.25X.30) V.S.-2 EJE - 2 - 2 A B 5.62 4.25 V.P.-2 (.25X.50) V.P.-1 (.25X.30) columna columna columna .25 3.18 .80 5.37 .25 d 3/8", 1 @ 0.05, 8 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 4 d 3/4" + 2 d 5/8" + 2 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 5/8" 4 d 3/4" + 2 d 5/8" + 2 d 1/2" 6 d 5/8" V.A. (.25X.30) V.A. (.25X.30) V.A. (.25X.30) V.S.-2 EJE - 1 - 1 C V.P.-2 V.A. (.25X.30) C VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 2 3 4 5 6 3.15 3.15 3.15 3.48 columna columna columna columna columna .25 2.90 .25 2.90 .25 2.90 .25 .25 EJE - B - B V.S.-2 VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 1 4.50 2 3 4 5 6 3.15 3.15 3.15 3.05 columna columna columna columna columna columna .70 3.65 .80 2.35 .25 2.90 .25 2.90 .25 2.70 .25 EJE - A - A 3.10 V.S.-2 VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VP-2 (.25x.50) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" d 3/8", 1 @ 0.05, 4 @ 0.15, 2 @ 0.20 y resto @ 0.25 m. de a.e. 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 6 d 1/2" 1 2 3 4 5 6 columna columna columna columna columna columna .70 2.65 .25 2.90 5 2.90 .25 2.90 .25 .25 EJE - C - C 3.15 3.80 3.15 3.15 3.50 3.42 5.62 4.25 C-1 C-1 C-3 C-3 C-4 C-3 C-1 C-5 C-5 C-6 C-5 C-4 C-3 C-3 C-3 C-3 C-2 VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VP-1 VP-1 VP-1 VP-1 VP-1 VA VA VP-1 VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VS-2 (.15x.20) VA (.25x.30) VA (.25x.30) VS-2 (.15x.20) VP-2 (.25x.50) VP-2 (.25x.50) VA VA VS-2 (.15x.20) VS-2 (.15x.20) VS-2 (.15x.20) VS-2 (.15x.20) VS-2 (.15x.20) C-1 C-1 C-3 C-3 C-4 C-3 C-1 C-5 C-5 C-5 C-4 C-3 C-3 C-3 C-3 C-2 C-3 VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VP-2 (.25x.50) VP-2 (.25x.50) VA (.25x.30) 1 4.50 5 2 3 4 5 6 5 5 3.15 5 1 2 3 4 5 6 3.15 5 5 5 3.50 5 A B C 5.62 4.25 A B C 5 5 5 5 1 4.50 5 2 3 4 5 6 5 5 3.15 5 1 2 3 4 5 6 3.15 5 5 5 3.50 5 A B C 5.62 4.25 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 VP-2 (.25x.50) VP-1 (.25x.30) VP-2 (.25x.50) VP-1 (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VP-1 VP-1 VP-1 VP-1 VP-1 VA VA VP-1 VA (.25x.30) VA (.25x.30) VA (.25x.30) VA (.25x.30) VS-2 (.15x.20) VA (.25x.30) VA (.25x.30) VS-2 (.15x.20) VP-2 (.25x.50) VP-2 (.25x.50) VA VA VS-2 (.15x.20) VS-2 (.15x.20) VS-2 (.15x.20) VS-2 (.15x.20) VS-2 (.15x.20) C-1 C-1 C-3 C-3 C-4 C-3 C-1 C-5 C-5 C-5 C-4 C-3 C-3 C-3 C-3 C-2 C-3 1 4.50 5 2 3 4 5 6 5 5 3.15 5 1 2 3 4 5 6 3.15 5 5 5 3.50 5 A B C 5.62 4.25 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 5 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 d 1/2" + 1 d 3/8" 1 4.50 5 2 3 4 5 6 5 5 3.15 5 1 2 3 4 5 6 3.15 5 5 5 3.50 5 A B C 5.62 4.25 A B C 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 13 VIGUETAS 2 9 VIGUETAS 1 13 VIGUETAS 2 9 VIGUETAS 1 13 VIGUETAS 2 9 VIGUETAS

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, axes, barn, beam, cover, cuts, dach, DETAIL, details, DWG, hangar, lagerschuppen, lightened slab, models, plant, roof, shed, structure, terrasse, toit