Metallic Structure – Enlarging Housing DWG Detail for AutoCAD

Metallic Structure – Enlarging Housing DWG Detail for AutoCAD

Wooden structure expansion metal housing; details and cutting reinforced concrete beams, steel boxes and junction boxes

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

pending, works, standard hook, first floor, second floor, bath, clothes, kitchen, room, living room, bath, dinning room, to dress, third floor, terrace, pending, first floor, second floor, bath, room, to dress, third floor, study, terrace, pending, living room, kitchen, dinning room, room, guests, TV room, aisle, bath, room service, bath, room, balcony, pending, works, covers, pending, terrace, pending, courtyard of clothes, room, living room, dinning room, bath, pvc channel for rainwater, cut b ‘, cut to ‘, left side facade, cut b ‘, right side façade, front facade, projected, courtyard of clothes, room, living room, dinning room, bath, structural foundation plant, slab on steeldeck ref. welded Mesh, about steeldeck ref. mesh, slab on steeldeck ref. welded Mesh, about steeldeck ref. mesh, mezzanine floor plan, belt, cover pending, cover plant, belt, cover pending, cover plant, compacted, natural, shaft profile, belt, underlayment, slab, about steeldeck ref. mesh, n.e, anchor table, no anchorage, long soaked, detail of connections column column ipe, column, beam, stiffener, reference, lumbago, grouting, pedestal, motherboard, bolts, column, detail of connections skate ipe column, column, beam, stiffener, reference, Connection, reference, column, They are, esc, column, They are, esc, They are, esc, esc, They are, esc, esc, shoe box, reinforcing steel:, concrete of, kind, reinforcement, cant, reinforcement, the, hook, diameter, hook, diameter, bar, table of minimum overlaps, the, truss profile, truss profile

Raw text data extracted from CAD file:

\A1;.15 \A1;3.93 \A1;1.98 \A1;.15 \A1;.90 \A1;.10 \A1;1.20 \A1;.15 \A1;.15 \A1;.15 \A1;3.00 \A1;2.78 \A1;.60 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;2.15 \A1;.10 \A1;2.24 \A1;.15 \A1;1.53 \A1;.15 \A1;1.50 \A1;.15 \A1;1.93 \A1;1.00 \A1;2.79 \A1;1.15 \A1;.15 \A1;3.89 \A1;.60 \A1;1.50 \A1;1.50 \A1;1.75 \A1;1.75 \A1;1.75 \A1;1.75 \A1;1.75 \A1;1.75 \A1;1.50 \A1;1.50 \A1;1.75 \A1;1.75 \A1;1.50 \A1;1.50 \A1;1.75 \A1;1.75 \A1;1.75 \A1;1.75 \A1;4.17 \A1;4.17 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;4.17 \A1;4.17 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;1.75 \A1;1.75 PENDIENTE 7% PENDIENTE 7% LABORES \A1;4.17 \A1;4.17 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;5.29 \A1;2.56 \A1;4.17 \A1;4.17 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;4.17 \A1;4.17 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;5.81 \A1;8.69 \A1;2.31 \A1;4.02 \A1;4.80 \A1;3.02 \A1;0.70 \A1;2.08 \A1;0.52 \A1;2.73 \A1;2.56 \A1;1.20 \A1;L.EMBEBIDA GANCHO ESTANDAR A 180° GANCHO ESTANDAR A 180° \A1;T \A1;1.42 \A1;1.59 \A1;1.64 \A1;4.66 \A1;0.20 \A1;0.05 \A1;1.60 \A1;1.60 \A1;1.36 \A1;0.07 \A1;0.70 \A1;0.05 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.03 \A1;0.05 \A1;1.10 \A1;1.08 \A1;1.59 \A1;1.59 \A1;1.59 \A1;1.64 \A1;0.25 \A1;7.49 PRIMER PISO SEGUNDO PISO BAÑO ROPAS COCINA HABITACION 5 SALA BAÑO COMEDOR VESTIER TERCER PISO TERRAZA PENDIENTE 7% PRIMER PISO SEGUNDO PISO BAÑO HABITACION VESTIER TERCER PISO ESTUDIO TERRAZA PENDIENTE 7% SALA COCINA COMEDOR HABITACION HABITACION HUESPEDES SALA DE TV PASILLO PASILLO BAÑO BAÑO BAÑO HABITACION SERVICIO BAÑO HABITACION BALCON 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 PENDIENTE 7% PENDIENTE 7% LABORES CUBIERTAS PENDIENTE 7% PENDIENTE 7% PENDIENTE 7% TERRAZA PENDIENTE 7% PATIO DE ROPAS HABITACION HABITACION HABITACION SALA COMEDOR BAÑO BAÑO A' A A' A A' A A' A B' B B' B B' B B' B CANAL EN PVC PARA AGUAS LLUVIAS CORTE B - B' CORTE A - A' FACHADA LATERAL IZQUIERDA CORTE B - B' FACHADA LATERAL DERECHA FACHADA FRONTAL PROYECTADO PATIO DE ROPAS HABITACION HABITACION HABITACION SALA COMEDOR BAÑO BAÑO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;PD-1 0.35x0.5 \A1;ZT-1 1.5x1.5x0.3 IPE300 \Q13;\LAN-1 \A1;PD-2 0.35x0.6 IPE300 \Q13;\LAN-4 \A1;PD-1 0.35x0.5 \A1;ZT-2 1.75x1.75x0.3 IPE330 \Q13;\LAN-2 \A1;PD-1 0.35x0.5 \A1;ZT-2 1.75x1.75x0.3 IPE330 \Q13;\LAN-2 \A1;PD-1 0.35x0.5 \A1;ZT-2 1.75x1.75x0.3 IPE330 \Q13;\LAN-2 \A1;ZT-1 1.5x1.5x0.3 \A1;PD-1 0.35x0.5 IPE330 \Q13;\LAN-2 \A1;ZT-2 1.75x1.75x0.3 IPE330 \Q13;\LAN-3 \Q13;\LAN-3 \A1;ZT-2 1.75x1.75x0.3 PD-2 0.35x0.6 \Q13;\LAN-3 A B 5 A B 5 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 \A1;VC-1(0.25x0.3) \A1;VC-1(0.25x0.3) \A1;VC-1(0.25x0.3) \A1;VC-1(0.25x0.3) \A1;VC-1(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) PLANTA ESTRUCTURAL DE CIMIENTOS \H0.6x;\lN.E-1.20 ESC_1:75 A B 5 A B 5 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 \A1;IPE240 \A1;IPE240 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE300 \A1;IPE300 \A1;IPE300 \A1;IPE300 \A1;IPE300 \A1;IPE180 IPE330 IPE330 IPE330 IPE330 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 IPE330 IPE330 IPE330 IPE330 IPE300 IPE300 \A1;IPE180 \Q13;\LCX1 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX3 \Q13;\LCX3 \Q13;\LCX3 \Q13;\LCX3 \Q13;\LCX4 \Q13;\LCX5 \Q13;\LCX5 \Q13;\LCX6 \Q13;\LCX6 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX3 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX3 \Q13;\LCX6 \Q13;\LCX6 \Q13;\LCX7 \Q13;\LCX7 \Q13;\LCX8 \Q13;\LCX7 \Q13;\LCX7 \Q13;\LCX7 \Q13;\LCX9 \Q13;\LCX9 \Q13;\LCX9 \Q13;\LCX9 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX10 \Q13;\LCX10 \Q13;\LCX11 \Q13;\LCX11 \Q13;\LCX11 \Q13;\LCX11 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA ELECTROSOLDADA 6.5mm@15cm \Q13;\LCX4 \Q13;\LCX7 \Q13;\LCX7 \A1;IPE180 \Q13;\LCX11 \Q13;\LCX11 \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \A1;IPE270 PD-2 0.35x0.6 \A1;ZT-2 1.75x1.75x0.3 PD-2 0.35x0.6 IPE330 5 5 \A1;ZT-2 1.75x1.75x0.3 PD-2 0.35x0.6 \Q13;\LAN-3 IPE330 IPE330 \A1;ZT-1 1.5x1.5x0.3 A B 5 A B 5 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE180 \A1;IPE300 \A1;IPE300 \A1;IPE300 IPE330 IPE330 IPE330 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 IPE330 IPE330 IPE330 IPE330 IPE300 IPE300 \Q13;\LCX1 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX3 \Q13;\LCX3 \Q13;\LCX4 \Q13;\LCX2 \Q13;\LCX3 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX3 \Q13;\LCX8 \Q13;\LCX7 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 \Q13;\LCX8 LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA ELECTROSOLDADA 6.5mm@15cm \Q13;\LCX4 \Q13;\LCX7 \Q13;\LCX7 \A1;IPE180 \Q13;\LCX11 \Q13;\LCX11 \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \A1;IPE270 \Q13;\LCX9 IPE330 5 5 PLANTA ESTRUCTURAL DE ENTREPISO \H0.6x;\lN.E+2.56 ESC_1:75 PLANTA ESTRUCTURAL DE ENTREPISO \H0.6x;\lN.E+5.29 ESC_1:75 A B 5 A B 5 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 IPE330 IPE330 IPE330 IPE330 IPE330 IPE330 IPE300 IPE300 A B 5 A B 5 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 IPE330 IPE330 IPE330 IPE330 IPE300 IPE300 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE180 \A1;IPE220 \A1;IPE220 \A1;IPE270 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 \A1;CONTRAVIENTO d\S1#2;" \A1;TEMPLETE d\S3#8;" \A1;CONTRAVIENTO d\S1#2;" \A1;CONTRAVIENTO d\S1#2;" \A1;CONTRAVIENTO d\S1#2;" \A1;TEMPLETE d\S3#8;" \A1;CONTRAVIENTO d\S1#2;" \A1;IPE270 \A1;IPE270 \A1;CONTRAVIENTO d\S1#2;" \A1;CONTRAVIENTO d\S1#2;" \A1;CONTRAVIENTO d\S1#2;" IPE330 IPE330 \A1;TEMPLETE d\S3#8;" \A1;TEMPLETE d\S3#8;" \A1;TEMPLETE d\S3#8;" \A1;TEMPLETE d\S3#8;" CUBIERTA PENDIENTE 11% CUBIERTA PENDIENTE 11% \A1;CERCHA T1 \A1;CERCHA T1 \A1;CERCHA T1 \A1;CERCHA T1 PLANTA CUBIERTA INFERIOR\H0.6x;\l ESC_1:75 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE220 \A1;IPE220 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;IPE270 \A1;CERCHA T2 \A1;CERCHA T2 \A1;CERCHA T2 \A1;CERCHA T2 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CUBIERTA PENDIENTE 11% CUBIERTA PENDIENTE 11% PLANTA CUBIERTA SUPERIOR\H0.6x;\l ESC_1:75 5 \A1;IPE240 5 IPE330 IPE330 IPE330 IPE330 IPE300 IPE330 IPE330 IPE330 IPE330 IPE300 IPE330 IPE330 IPE300 IPE270 IPE270 IPE270 IPE270 IPE270 IPE270 IPE300 IPE300 IPE300 IPE300 IPE300 IPE240 \A1;ZT-1 1.5x1.5x0.3 \A1;ZT-2 1.75x1.75x0.3 \A1;ZT-2 1.75x1.75x0.3 \A1;ZT-2 1.75x1.75x0.3 \A1;ZT-2 1.75x1.75x0.3 \A1;PD-1 0.35x0.5 \A1;PD-1 0.35x0.5 \A1;PD-1 0.35x0.5 \A1;PD-1 0.35x0.5 \A1;PD-1 0.35x0.5 IPE270 IPE270 IPE270 IPE270 IPE270 IPE270 IPE270 \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;VC-2(0.25x0.3) \A1;RECEBO COMPACTADO \A1;RECEBO COMPACTADO \A1;TERRENO NATURAL \Q13;\LAN-1 \Q13;\LAN-2 \Q13;\LAN-2 \Q13;\LAN-2 \Q13;\LAN-2 \A1;CERCHA T1 \A1;CERCHA T2 \Q13;\LCX1 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX1 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX9 \Q13;\LCX1 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX9 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 \Q13;\LCX2 PERFIL EJE A\H0.6x;\l ESC_1:50 1 2 3 4 5 5 5 5 5 IPE220 IPE220 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 CORREA TR100x50x4 LOSA CONTRAPISO e:12cm-PARRILLA 1#4@12cm LOSA CONTRAPISO e:12cm-PARRILLA 1#4@12cm LOSA CONTRAPISO e:12cm-PARRILLA 1#4@12cm LOSA CONTRAPISO e:12cm PARRILLA 1#4@12cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm \W0.75;LOSA 10cm F'c:24.5MPa SOBRE STEELDECK 2" CAL.20 REF. MALLA \W0.7;ELECTROSOLDADA \W0.75;6.5mm@15cm 5 5 5 5 5 5 N.E-1.20 N.E 0.00 N.E+2.56 N.E+5.29 N.E+5.81 N.E+7.89 N.E+8.59 TABLA DE ANCLAJES Nº ANCLAJE LONG. EMBEBIDA AN-1 PL1"x0.21x0.38 4d5/8"(B7) IPE300 300mm AN-2 4d3/4"(B7) 380mm \A1;PL1"x0.21x0.40 AN-3 PL1"x0.21x0.45 4d3/4"(B7) 380mm AN-4 300mm \A1;PL1"x0.21x0.43 I J J H G K K DETALLE DE CONEXIONES ALMA COLUMNA IPE-VIGA IPE COLUMNA VIGA PLACA/PATIN PLACA/ALMA RIGIDIZADOR PANEL/COLUMNA REFERENCIA G I J H K CX IPE300 IPE270 PL1/2"(A36) CX1 PL5/16"(A36) PL1/2"(A36) IPE330 IPE330 4d5/8"(B7) IPE300 L.EMBEBIDA B A GROUTING C PEDESTAL PEDESTAL B A C PLACA BASE (A) PERNOS (B) COLUMNA (C) DETALLE DE CONEXIONES PATIN COLUMNA IPE-VIGA IPE A B C C D E E F COLUMNA VIGA PLACA/PATIN PLACA/ALMA RIGIDIZADOR ALMA/COLUMNA RIGIDIZADOR PANEL/COLUMNA REFERENCIA A B C D E F CX IPE330 IPE300 PL1/2"(A36) CX3 PL3/8"(A36) PL1/2"(A36) PL3/8"(A36) IPE300 IPE300 PL1/2"(A36) CX4 PL3/8"(A36) PL1/2"(A36) PL3/8"(A36) IPE330 IPE270 PL1/2"(A36) CX6 PL5/16"(A36) PL1/2"(A36) PL5/16"(A36) A B C E70xx A E70xx B CONEXIÓN VIGA-VIGA A B C IPE300 IPE270 PL5/16"(A36) REFERENCIA CX7 IPE300 IPE180 PL1/4"(A36) CX8 IPE270 IPE240 PL5/16"(A36) CX9 IPE240 IPE180 PL1/4"(A36) CX10 IPE270 IPE270 PL5/16"(A36) CX12 \Q13;\LCX12 \Q13;\LCX13 \Q13;\LCX13 \Q13;\LCX13 \Q13;\LCX13 \Q13;\LCX12 \Q13;\LCX12 \Q13;\LCX13 \Q13;\LCX13 IPE270 IPE220 PL1/4"(A36) CX13 IPE330 IPE270 PL1/2"(A36) CX2 PL5/16"(A36) PL1/2"(A36) IPE330 IPE300 PL1/2"(A36) CX5 PL3/8"(A36) PL1/2"(A36) IPE270 IPE180 PL1/4"(A36) CX11 Columna PD-1 Son 5 ESC 1:20 0.30 (35 x 50) 0.73 0.00 -0.90 -0.17 N-0.9 N-0.17 f'c=245 20 20 6#5L=0.93/1.33 20 20 6#5L=0.93/1.33 0.35x0.50 10#3-145(25x40) 10#3-42(27) 25 7.5 40 7.5 7.5 27 4E#3C/9 4E#3C/9 3E#3C/9 .68 Columna PD-2 Son 5 ESC 1:20 0.30 (35 x 60) 0.73 0.00 -0.90 -0.17 N-0.9 N-0.17 f'c=245 20 20 7#5L=0.93/1.33 20 20 7#5L=0.93/1.33 0.35x0.60 10#3-165(25x50) (10*2)=20#3-42(27) 25 7.5 50 7.5 7.5 27 4E#3C/9 4E#3C/9 3E#3C/9 .68 VC-1 N.E-1.2 Son 5 ESC 1:50 25 x 30 ESC 1:20 A B 3#4 4.5/4.8 3#4 4.5/4.8 11 7.5 16 44#3-69(11x16) 25 30 9E#3@5 26E#3@10 9E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 VC-2 N.E-1.2 Son 5 ESC 1:50 25 x 30 ESC 1:20 1 2 3 4 5 3#4 4.75/4.9 3#4 5 3#4 5.85/6 3#4 5.85/6 3#4 5.5 3#4 4.35/4.5 11 7.5 16 158#3-69(11x16) 25 30 9E#3@5 10E#3@10 9E#3@5 9E#3@5 26E#3@10 9E#3@5 9E#3@5 35E#3@10 8E#3@5 9E#3@5 16E#3@10 9E#3@5 1.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 2.00 .65 .65 1.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 2.00 .60 .60 1.50m CUADRO DE ZAPATAS ACERO DE REFUERZO: FY=42_K/MM2. CONCRETO DE 3000PSI, RECUBRIMIENTO= 7.5CM ZT-1 TIPO L2 1.50m L1 L1 REFUERZO L2 0.30m P CANT. 3 P REFUERZO 1#4@15cm (EN LOS 2 SENTIDOS) 1.75m 1.75m 0.30m 7 GANCHO 180º DIAMETRO B(cm) C(cm) # 3 6 6 # 4 8 7 # 5 10 7 # 6 12 8 # 7 14 9 # 8 16 10 C B #_ GANCHO 90º DIAMETRO B(cm) # 3 12 # 4 15 # 5 20 # 6 24 # 7 27 # 8 30 B #_ T BARRA NO._ BARRA NO._ BARRA NO._ T (MM) 4 650 5 800 6 950 7 1350 3 500 8 2800 \W2.14487; TABLA DE TRASLAPOS MINIMOS ZT-2 1#4@15cm (EN LOS 2 SENTIDOS) 5 5 5 5 5 5 5 5 5 5 5 \A1;(2)L1\S1#2;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L2x1/8" \A1;(2)L2x1/8" \A1;(2)L2x1/8" \A1;(2)L2x1/8" \A1;(2)L2x1/8" \A1;(2)L2x1/8" \A1;(2)L2x1/8" \A1;(2)L1x1/8" \A1;(2)L1x1/8" PERFIL CERCHA T-2\H0.6x;\l ESC_1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERFIL CERCHA T-1\H0.6x;\l ESC_1:25 \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" (2)L2x1/8" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L2\S1#2;"x3/16" \A1;(2)L1\S1#4;"x1/8" \A1;(2)L1\S1#4;"x1/8" \A1;(2)L1\S1#4;"x1/8" \A1;\W0.75;(2)L1\S1#4;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L1\S1#2;"x1/8" \A1;(2)L2\S1#2;"x3/16"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	A/C, Deck / Patio
Tags	autocad, beams, concrete, cutting, DETAIL, details, DWG, expansion, Housing, metal, METAL STRUCTURE, metallic, reinforced, reinforced concrete, single, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, wooden