Broadening Building 2 Levels DWG Detail for AutoCAD

Plants – Swections – Structure details broadening building 2 levels

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

section, profile table, element, ipr ml, ang ml, pl lisa esp., ipr ml, round ml, ipr ml, pl lisa esp., round ml, structural steel notes, the dimensions govern the drawing., the structural steel will be of the type, the contractor should consider the workshop plans, within its scope of work., all welding will be electric arc., the manual welding will be with electrodes, the welds will be made in compliance with the, if automatic welding is used, a, combination of flux electrode that guarantees a, greater equal resistance obtained with electrodes, of the series, Qualified welders should be employed., the present plan is not a workshop plan., check the level matching levels between, specifications of the a.w.s welding, all the construction plans before proceeding, building construction of the structure., apply a coat of primer anticorrosive on the, exposed surface of the metal profiles., all the screws will be ac. high resist, Reinforced concrete notes, Concrete strength f’c cm for, columns trabes., The steel free coating will be cm. minimum., the referzo steel will be of a f and, The maximum size of the coarse aggregate will be, the constructive norms of a.c.i., the diameter, the minimum length for squares will be times, the diameter, in no case is the assembly broken for the passage, of anchors facilities., the length for rod overlaps will be times, metal drawer, esc, shell pins cm, tip, shell pins cm, tip, cut, esp., metal drawer, esc, esp., cm pins, tip, cut, tip, cm pins, cm pins, tip, tip, cut, tip, tip, metal drawer, esc, esp., shell pins cm, tip, cut, tip, shell pins cm, tip, tip, cut, tip, tip, metal drawer, esc, esp., cm pins, tip, cut, tip, shell pins cm, tip, tip, cut, tip, tip, metal drawer, esc, esp., shell pins cm, tip, cut, tip, cm pins, cm pins, tip, tip, cut, tip, tip, metal drawer, esc, esp., shell pins cm, tip, cut, tip, cm pins, cm pins, tip, tip, cut, tip, tip, games, game, metal drawer, esc, esp., shell pins cm, tip, cut, tip, cm pins, cm pins, tip, tip, cut, tip, tip, game, games, metal drawer, esc, esp., tip, cut, tip, tip, tip, cut, tip, tip, games, cm pins, shell pins cm, metal drawer, esc, esp., tip, cut, tip, tip, tip, cut, tip, tip, game, cm pins, cm pins, shell pins cm, metal drawer, esc, esp., shell pins cm, tip, cut, tip, cm pins, tip, tip, cut, games, metal drawer, esc, esp., cm pins, tip, cut, tip, cm pins, tip, tip, cut, games, metal drawer, esc, esp., cm pins, tip, cut, tip, cm pins, tip, tip, cut, games, tip, tip, metal drawer, esc, esp., cm pins, tip, cut, tip, cm pins, tip, tip, cut, games, tip, tip, connection joist trabes, esc, games, lock, tip, ang, floor system losacero, esc, of compression cm of concrete thickness normal weight cm of, losacero section, tip

Raw text data extracted from CAD file:

C L SECCION TABLA DE PERFILES ELEMENTO T-1 T-2 T-3 T-4 T-5 T-6 T-7 T-9 V-1 PL-1 PL-2 IPR 12" X 4" - 32.74 KG/ ML IPR 14" X 6 3/4"" - 44.54 KG/ ML IPR 18" X 7 1/2" - 74.70 KG/ ML ANG 1/4" X 4" - 10.0 KG/ ML PL LISA 1/2" ESP. - 99.66 KG/ M2 IPR 16" X 7" - 53.57 KG/ ML IPR 8" X 4" - 19.34 KG/ ML IPR 8" X 5 3/4" - 31.25 KG/ ML IPR 16" X 7" - 59.52 KG/ ML IPR 12" X 4" - 23.81 KG/ ML PL-3 R-1 R-2 REDONDO Ø 5/8" - 1.60 KG/ ML T-8 IPR 16" X 7" - 66.96 KG/ ML PL LISA 5/8" ESP. - 124.58 KG/M2 PL LISA 3/4" ESP. - 149.35 KG/ M2 REDONDO Ø 3/4" - 2.30 KG/ ML . . . . . . . . . . NOTAS ACERO ESTRUCTURAL 1.- LAS ACOTACIONES RIGEN AL DIBUJO. 2.- EL ACERO ESTRUCTURAL SERA DEL TIPO ASTM-A-36. 3.- EL CONTRATISTA DEBERA CONSIDERAR LOS PLANOS DE TALLER DENTRO DE SU ALCANCE DE OBRA. 4.- TODA LA SOLDADURA SERA DE ARCO ELECTRICO. 5.- LA SOLDADURA MANUAL SERA CON ELECTRODOS E-70XX. 6.- LAS SOLDADURAS SE EFECTUARAN CUMPLIENDO CON LAS 7.- SI SE EMPLEA SOLDADURA AUTOMATICA SE APLICARA UNA COMBINACION DE ELECTRODO Y FUNDENTE QUE GARANTICE UNA RESISTENCIA IGUAL O MAYOR A LA OBTENIDA CON ELECTRODOS DE LA SERIE E-70XX. 8.- DEBERAN EMPLEARSE SOLDADORES CALIFICADOS. 9.- EL PRESENTE PLANO NO ES UN PLANO DE TALLER. 10.- VERIFICAR LA CONCORDANCIA DE COTAS Y NIVELES ENTRE ESPECIFICACIONES DE LA A.W.S (AMERICAN WELDING SOCIETY). TODOS LOS PLANOS CONSTRUCTIVOS ANTES DE PROCEDER A LA CONSTRUCCION Y FABRICACION DE LA ESTRUCTURA. 11.- APLICAR UNA MANO DE PRIMER ANTICORROSIVO SOBRE LA SUPERFICIE EXPUESTA DE LOS PERFILES METALICOS. 12.- TODA LA TORNILLERIA SERA DE AC. DE ALTA RESIST. G-8. o.- o.- NOTAS CONCRETO REFORZADO 1.- RESISTENCIA DEL CONCRETO f'c = 200 kg/ cm PARA DADOS, COLUMNAS Y TRABES. 2,- EL RECUBRIMIENTO LIBRE DE ACERO SERA DE 2.5 cm. MINIMO. 3,- EL ACERO DE REFERZO SERA DE UN fy = 4200 kg/ cm². 4.- EL TAMAÑO MAXIMO DEL AGREGADO GRUESO SERA DE 3/4". 5.- SE EMPLEARAN LAS NORMAS CONSTRUCTIVAS DEL A.C.I. EL DIAMETRO. 7.- LA LONGITUD MINIMA PARA ESCUADRAS SERA DE 12 VECES EL DIAMETRO. 8.- EN NINGUN CASO SE ROMPERA EL ARMADO PARA EL PASO DE DUCTOS, ANCLAS 0 INSTALACIONES. o.- o.- 6.- LA LONGITUD PARA TRASLAPES DE VARILLA SERA DE 40 VECES \A1;0.075 \A1;0.050 \A1;0.075 \A1;0.050 \A1;0.250 \A1;0.097 \A1;0.099 \A1;0.097 \A1;0.055 \A1;0.054 \A1;0.402 \A1;0.100 \A1;0.074 \A1;0.075 \A1;0.050 \A1;0.075 \A1;0.057 \A1;0.057 \A1;0.402 \A1;0.100 \A1;0.050 \A1;0.250 \A1;0.139 \A1;0.075 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.099 \A1;0.096 \A1;0.080 \A1;0.350 \A1;0.199 \A1;0.103 \A1;0.551 \A1;0.100 \A1;0.055 \A1;0.350 \A1;0.350 \A1;0.250 \A1;0.250 \A1;0.053 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.062 \A1;0.279 \A1;0.062 \A1;0.074 \A1;0.055 \A1;0.074 \A1;0.350 \A1;0.551 \A1;0.100 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.181 \A1;0.057 \A1;0.143 \A1;0.057 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.102 \A1;0.199 \A1;0.103 \A1;0.053 \A1;0.055 \A1;0.350 \A1;0.350 \A1;0.053 \A1;0.350 \A1;0.511 \A1;0.100 \A1;0.055 \A1;0.073 \A1;0.350 \A1;0.511 \A1;0.100 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.350 \A1;0.100 \A1;0.198 \A1;0.100 \A1;0.053 \A1;0.175 \A1;0.057 \A1;0.143 \A1;0.057 \A1;0.505 \A1;0.505 \A1;0.100 \A1;0.055 \A1;0.350 \A1;0.350 \A1;0.053 \A1;0.100 \A1;0.073 \A1;0.100 \A1;0.075 \A1;0.075 \A1;0.350 \A1;0.100 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.070 \A1;0.162 \A1;0.162 \A1;0.070 \A1;0.070 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.350 \A1;0.099 \A1;0.181 \A1;0.113 \A1;0.162 \A1;0.055 \A1;0.350 \A1;0.350 \A1;0.048 \A1;0.350 \A1;0.604 \A1;0.100 \A1;0.055 \A1;0.071 \A1;0.604 \A1;0.100 \A1;0.276 \A1;0.057 \A1;0.111 \A1;0.113 \A1;0.606 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.072 \A1;0.161 \A1;0.160 \A1;0.072 \A1;0.069 \A1;0.100 \A1;0.400 \A1;0.400 \A1;0.049 \A1;0.350 \A1;0.605 \A1;0.100 \A1;0.055 \A1;0.071 \A1;0.125 \A1;0.075 \A1;0.075 \A1;0.400 \A1;0.125 \A1;0.276 \A1;0.057 \A1;0.111 \A1;0.113 \A1;0.606 \A1;0.400 \A1;0.400 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.070 \A1;0.162 \A1;0.162 \A1;0.070 \A1;0.071 \A1;0.125 \A1;0.075 \A1;0.075 \A1;0.400 \A1;0.100 \A1;0.049 \A1;0.400 \A1;0.605 \A1;0.100 \A1;0.080 \A1;0.071 \A1;0.125 \A1;0.100 \A1;0.250 \A1;0.250 \A1;0.100 \A1;0.054 \A1;0.044 \A1;0.054 \A1;0.054 \A1;0.250 \A1;0.044 \A1;0.100 \A1;0.198 \A1;0.100 \A1;0.053 \A1;0.505 \A1;0.053 \A1;0.050 \A1;0.075 \A1;0.075 \A1;0.250 \A1;0.050 \A1;0.175 \A1;0.057 \A1;0.143 \A1;0.057 \A1;0.505 \A1;0.073 \A1;0.054 \A1;0.044 \A1;0.054 \A1;0.054 \A1;0.250 \A1;0.162 \A1;0.162 \A1;0.072 \A1;0.070 \A1;0.050 \A1;0.075 \A1;0.075 \A1;0.250 \A1;0.274 \A1;0.057 \A1;0.112 \A1;0.113 \A1;0.604 \A1;0.250 \A1;0.250 \A1;0.044 \A1;0.604 \A1;0.069 \A1;0.050 \A1;0.048 \A1;0.100 \A1;0.100 \A1;0.071 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.400 \A1;0.102 \A1;0.219 \A1;0.085 \A1;0.151 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.106 \A1;0.129 \A1;0.146 \A1;0.085 \A1;0.070 \A1;0.609 \A1;0.100 \A1;0.080 \A1;0.400 \A1;0.400 \A1;0.051 \A1;0.400 \A1;0.609 \A1;0.100 \A1;0.080 \A1;0.074 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.400 \A1;0.102 \A1;0.219 \A1;0.085 \A1;0.199 \A1;0.657 \A1;0.400 \A1;0.400 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.085 \A1;0.113 \A1;0.114 \A1;0.113 \A1;0.074 \A1;0.100 \A1;0.080 \A1;0.051 \A1;0.400 \A1;0.657 \A1;0.100 \A1;0.080 \A1;0.085 \A1;0.074 \A1;0.125 \A1;0.400 \A1;0.057 \A1;0.139 \A1;0.080 \A1;0.281 \A1;0.609 \A1;0.400 \A1;0.400 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.080 \A1;0.400 \A1;0.106 \A1;0.129 \A1;0.146 \A1;0.085 \A1;0.070 \A1;0.100 \A1;0.125 \A1;0.052 \A1;0.609 \A1;0.100 \A1;0.080 \A1;0.074 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.125 \A1;0.400 \A1;0.078 \A1;0.118 \A1;0.080 \A1;0.329 \A1;0.657 \A1;0.125 \A1;0.400 \A1;0.400 \A1;0.100 \A1;0.052 \A1;0.100 \A1;0.080 \A1;0.055 \A1;0.080 \A1;0.080 \A1;0.400 \A1;0.080 \A1;0.074 \A1;0.085 \A1;0.113 \A1;0.114 \A1;0.113 \A1;0.074 \A1;0.657 \A1;0.085 \A1;0.006 \A1;0.006 \A1;0.006 \A1;0.100 \A1;0.050 CAJON METALICO CM-1 ESC. 1 A 20 CM-1 T-1 5 5 5 5 5 5 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; 5/8"X25 CM 5 TIP 5 --- D --- C --- C --- D T-1 T-1 CM-1 T-1 5 5 5 5 5 5 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; 5/8"X25 CM 5 TIP 5 CORTE C-C CORTE D-D CM-1 CM-1 \A1;PLACA PL-1 1/2" ESP. CAJON METALICO CM-2 ESC. 1 A 20 --- F --- E --- E --- F T-1 T-4 T-5 CM-2 \A1;PLACA PL-2 5/8" ESP. CM-2 T-5 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø\H0.7083x; \fStylus BT|b0|i0|c0|p34;\H1.412x;3/4"X35 CM 6 TIP 5 CORTE E-E 5 5 5 5 5 5 6 TIP T-1 5 5 5 5 5 5 5 5 5 5 \A1;(8) PASADORES \A0;Ø 7/8"X35 CM + (8) PASADORES \A0;Ø 3/4"X35 CM 5 TIP 5 5 5 5 TIP T-4 CM-2 CORTE F-F 5 TIP 5 TIP CAJON METALICO CM-4 ESC. 1 A 20 --- H --- G --- G --- H T-4 T-1 T-1 CM-4 \A1;PLACA PL-2 5/8" ESP. CM-4 T-1 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;3/4"X35 CM 5 TIP 5 CORTE G-G 5 5 5 5 5 TIP T-4 5 5 5 5 5 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X35 CM 5 TIP 5 5 5 5 TIP T-1 CM-4 CORTE H-H 5 TIP 5 TIP CAJON METALICO CM-10 ESC. 1 A 20 --- J --- I --- I --- J T-3 T-1 T-1 CM-10 \A1;PLACA PL-2 5/8" ESP. CM-10 T-1 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø 5/8"X35 CM 5 TIP 5 CORTE 1-1 5 5 5 5 5 TIP T-3 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X35 CM 5 TIP 5 5 5 TIP T-1 CM-10 CORTE J-J 5 TIP 5 TIP 5 5 5 5 5 CAJON METALICO CM-8 ESC. 1 A 20 --- L --- K --- K --- L T-1 T-3 T-6 CM-8 \A1;PLACA PL-3 3/4" ESP. CM-8 T-6 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X35 CM 6 TIP 5 CORTE K-K 5 5 5 5 6 TIP T-1 5 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø 3/4"X35 CM + (4) PASADORES \A0;Ø 7/8"X35 CM 5 TIP 5 5 5 5 TIP T-3 CM-8 CORTE L-L 5 TIP 5 TIP CAJON METALICO CM-5 ESC. 1 A 20 --- N --- M --- M --- N T-1 T-1 T-7 CM-5 \A1;PLACA PL-3 3/4" ESP. CM-5 T-7 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X35 CM 7 TIP 5 CORTE M-M 5 5 5 7 TIP T-1 5 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø\H0.7083x; \fStylus BT|b0|i0|c0|p34;\H1.412x;7/8"X35 CM + (4) PASADORES \A0;Ø\H0.7083x; \fStylus BT|b0|i0|c0|p34;\H1.412x;3\A1;\C30;/4"X35 CM 5 TIP 5 5 5 5 TIP CM-5 CORTE N-N 5 TIP 5 TIP 5 5 5 5 5 T-1 (8) JUEGOS (2) JUEGOS (2) JUEGOS (1) JUEGO CAJON METALICO CM-12 ESC. 1 A 20 --- P --- O --- O --- P T-1 T-1 T-6 CM-12 \A1;PLACA PL-3 3/4" ESP. CM-12 T-6 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X40 CM 6 TIP 5 CORTE O-O 5 5 5 6 TIP T-1 5 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø 3/4"X40 CM + (4) PASADORES \A0;Ø 7/8"X40 CM 5 TIP 5 5 5 5 TIP CM-12 CORTE P-P 5 TIP 5 TIP 5 5 5 5 5 T-1 (1) JUEGO (2) JUEGOS (2) JUEGOS CAJON METALICO CM-7 ESC. 1 A 20 --- R --- Q --- Q --- R T-1 T-1 T-3 CM-7 \A1;PLACA PL-1 1/2" ESP. CM-7 5 TIP 5 CORTE Q-Q 5 5 5 TIP T-1 5 TIP 5 5 TIP T-1 CM-7 CORTE R-R 5 TIP 5 TIP (1) JUEGOS \A1;(16) PASADORES \A0;Ø 5/8"X25 CM 5 5 5 5 5 5 5 5 5 5 5 5 T-3 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X35 CM 5 5 5 5 5 5 CAJON METALICO CM-13 ESC. 1 A 20 --- T --- S --- S --- T T-1 T-1 T-6 CM-13 \A1;PLACA PL-2 5/8" ESP. CM-13 6 TIP 5 CORTE S-S 5 5 6 TIP T-1 5 TIP 5 5 TIP T-1 CM-13 CORTE T-T 5 TIP 5 TIP (1) JUEGO \A1;(16) PASADORES \A0;Ø 3/4"X25 CM + (4) PASADORES \A0;Ø 7/8"X25 CM 5 5 5 5 5 5 5 5 5 5 5 5 T-6 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;5/8"X35 CM 5 5 5 5 5 5 5 CAJON METALICO CM-3 ESC. 1 A 20 --- V --- U --- U --- V T-4 T-4 T-8 CM-3 \A1;PLACA PL-3 3/4" ESP. CM-3 T-8 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø\fMS Shell Dlg|b0|i0|c0|p0; \fStylus BT|b0|i0|c0|p34;\H1.412x;3/4"X40 CM 7 TIP 5 CORTE U-U 5 5 5 5 7 TIP T-4 5 5 5 5 5 5 5 5 5 5 5 \A1;(20) PASADORES \A0;Ø 7/8"X40 CM 5 TIP 5 5 5 5 TIP T-4 CM-3 CORTE V-V (2) JUEGOS CAJON METALICO CM-9 ESC. 1 A 20 --- X --- W --- W --- X T-3 T-3 T-9 CM-9 \A1;PLACA PL-3 3/4" ESP. CM-9 T-9 5 5 5 5 5 5 5 5 5 5 \A1;(16) PASADORES \A0;Ø 5/8"X40 CM 7 TIP 5 CORTE W-W 5 5 5 5 7 TIP T-3 5 5 5 5 5 5 5 5 5 5 5 \A1;(24) PASADORES \A0;Ø 7/8"X40 CM 5 TIP 5 5 5 5 TIP T-3 CORTE X-X (2) JUEGOS CM-9 5 CAJON METALICO CM-6 ESC. 1 A 20 --- Z --- Y --- Y --- Z T-1 T-1 T-8 CM-6 \A1;PLACA PL-3 3/4" ESP. T-8 5 5 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø 5/8"X40 CM 7 TIP 5 CORTE Y-Y 5 5 5 5 7 TIP T-1 5 5 5 5 5 5 5 5 5 5 5 \A1;(20) PASADORES \A0;Ø 7/8"X40 CM 5 TIP 5 5 5 5 TIP T-1 CM-6 CORTE Z-Z (1) JUEGOS T-3 T-3 5 TIP 5 TIP 5 5 CAJON METALICO CM-11 ESC. 1 A 20 --- B1 --- A1 --- A1 --- B1 T-1 T-1 T-9 CM-11 \A1;PLACA PL-3 3/4" ESP. CM-11 T-9 5 5 5 5 5 5 5 \A1;(12) PASADORES \A0;Ø 5/8"X40 CM 7 TIP 5 CORTE A1-A1 5 5 5 5 7 TIP T-1 \A1;(24) PASADORES \A0;Ø 7/8"X40 CM 5 TIP 5 5 TIP T-1 CM-11 CORTE B1-B1 (1) JUEGOS T-6 T-6 6 TIP 6 TIP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 J-1, J-2 CONEXION JOIST A TRABES ESC. 1 A 20 (64) JUEGOS TRABE 5 TIP \A1;(2) ANG 3"X3"X1/4" 5 5 5 5 SISTEMA DE PISO LOSACERO ESC. 1 A 20 5 \A1;CAPA DE COMPRESION 5 CM DE ESPESOR CONCRETO PESO NORMAL F'C=200 KG/CM2 12 CM DE REVENIMIENTO, TMA=3/4" \A1;LAMINA LOSACERO SECCION 36-15 CAL.22 \A1;MALLALAC 6/6-6/6 10 TIP

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, broadening, building, DETAIL, details, DWG, levels, plants, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier