Metal Structure Construction Details – – Joints, Connectors, Parts And Pieces DWG Detail for AutoCAD

Metal Structure Construction Details – – Joints, Connectors, Parts And Pieces DWG Detail for AutoCAD

Columns, plates, angles, screws, bolts, columns, soldering, etc.

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

variable, long. overlapping, mortar, axis num, reinforcement, nipb, concrete, leveling nut, grout, hex nut, base plate, npt, symbology, material specifications :, concrete :, reinforcing steel :, construction specifications :, free coverings minimum:, in bars and columns, in slabs, in foundation slabs, in footings, in walls of conc. face int., walls of conc. face ext., diam., in., long., overlaps, in cms., npn, nipv, fold of reinforced upper bed, armed upper bed, cant of dice, axis a, detail, type, iii, vii, cut , section type losacerotipo lasacero, beam or stringer rope, wall symbology, drywall, point to the element to be welded, basic symbol of the weld bevel welding in full penetration, weld the other side, arrow side, line of reference, weld size in millimeters, det plate

Raw text data extracted from CAD file:

0.17 0.165 0.165 0.165 0.165 0.17 0.17 0.165 0.165 0.165 0.165 0.17 0.5 0.5 1 0.5 0.5 1 0.165 0.165 0.165 0.165 0.165 0.165 0.165 0.165 0.42 0.019 0.475 0.019 0.07 0.07 0.07 0.07 0.19 0.17 0.18 0.19 0.17 0.45 0.45 0.19 0.17 0.18 0.19 0.17 0.45 0.45 0.17 0.18 0.17 0.06 0.06 0.32 0.32 0.64 0.06 0.17 0.18 0.17 0.06 0.32 0.32 0.64 0.406 0.406 0.12 0.24 0.12 0.24 0.12 0.24 0.12 0.24 0.24 0.12 0.24 0.24 0.2 0.1 0.1 0.3 0.15 0.15 0.45 0.9 0.45 0.9 0.45 0.45 0.101 0.101 0.11 0.15 0.03 0.03 0.144 0.5 1 0.5 0.121 0.121 1 0.5 0.5 0.121 0.121 0.085 0.085 0.4 0.4 0.8 0.15 0.03 16.2-19 0.03 0.4 0.4 0.8 0.15 0.2 VARIABLE 0.135 0.135 0.135 0.09 0.135 0.09 0.45 0.7 0.122 0.076 0.076 0.076 0.076 0.076 0.076 0.122 0.25 0.65 0.145 0.12 0.125 0.125 0.2 0.2 0.45 0.45 0.135 0.09 0.135 0.09 0.135 0.09 0.135 0.09 0.7 0.3 0.11 0.08 0.11 0.13 0.11 0.11 0.11 0.11 0.13 0.1 0.1 0.15 0.15 0.3 1.05 0.1 1.20 0.15 0.032 0.25 R=0.15 1.05 0.15 0.2 0.04 lh lv 12 db D lh m 4 db D long. de traslape 0.53 1.4 1.4 2.8 1.5 (MINIMO) 2.10 (MINIMO) 0.2 0.35 0.5 1.72 0.05 1.6 0.8 0.25 0.04 0.21 0.15 0.024 0.03 0.1 0.2 0.04 0.227 0.3 0.475 0.513 0.42 0.019 0.475 0.406 0.406 0.45 0.42 0.0127 0.019 0.0127 0.475 0.45 0.45 0.0127 0.55 0.178 0.23 0.2 0.1 0.2 0.227 0.3 0.2 0.23 0.28 0.178 0.23 0.04 0.1 0.2 0.227 0.3 0.04 0.475 0.2 0.179 0.23 0.1 0.2 0.227 0.3 0.179 0.23 0.2 0.406 0.45 0.41 0.41 0.009 0.179 0.014 4.07 9.36 0.406 0.117 0.281 0.25 0.64 0.2 0.212 0.406 0.2 0.05 0.69 0.41 0.574 0.282 0.575 0.315 0.58 0.683 0.152 0.152 0.352 0.58 0.41 0.574 0.282 0.683 0.574 0.683 0.55 0.55 0.403 0.177 0.011 0.008 3.38 0.683 0.706 0.574 0.55 0.574 0.624 0.557 0.55 0.267 0.581 0.648 0.581 0.2 0.05 0.126 0.126 0.05 0.352 0.05 0.05 0.2 0.2 0.403 0.011 0.008 0.177 0.617 0.23 0.0222 0.0131 0.608 0.228 0.0173 0.0112 0.303 0.0057 0.005 0.101 0.407 0.0128 0.0078 0.178 0.25 0.15 0.09 0.48 0.1 0.1 0.1 0.11 0.085 0.12 0.15 0.3 0.15 0.25 0.2 0.016 0.1 0.15 0.1135 0.05 0.0635 0.0762 0.05 0.2 0.04 0.42 0.58 0.608 0.2 0.42 0.45 0.41 0.58 0.2 0.41 0.58 0.41 0.23 0.085 0.085 0.055 0.06 0.06 0.055 0.115 0.115 0.04 0.11 0.28 0.11 0.04 0.58 0.05 0.1 0.05 0.1 0.15 0.15 0.3 0.091 0.608 0.091 0.045 0.12 0.3697 0.79 0.09 0.12 0.045 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 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 LADRILLO 6X12X24 MORTERO 5 5 LADRILLO 6X12X24 MORTERO 5 5 LADRILLO 6X12X24 MORTERO 5 5 LADRILLO 6X12X24 MORTERO 5 MORTERO LADRILLO 6X12X24 5 5 5 K-4 \W0.36487; CASTILLO \A1;Ø 3 # 3 G#TEC60 \S5#32;"@2 Hiladas K-5 \W0.36487; CASTILLO \A1;d 1 # 3 K-6 \W0.36487; CASTILLO K-7 \W0.36487; CASTILLO K-8 \W0.36487; CASTILLO K-3 \W0.36487; CASTILLO \A1;Ø 8 # 5 E#2@15 \A1;Ø 2 # 4 G#TEC60 \S5#32;"@2 Hiladas \A1;Ø 4 # 4 G#TEC60 \S5#32;"@2 Hiladas \A1;Ø 3 # 4 G#TEC60 \S5#32;"@2 Hiladas 5 5 5 5 5 5 # 3 @ 15 5 5 5 \W0.23810; EJE LETR EJE NUM 5 5 5 5 5 \W0.23810; EJE LETR EJE NUM \A1;12 ANCLAS AN-1 Ø=3.2 (1 \S1#4; ) \A1;PROY. \A1;PLACA BASE \A1;DADO \W0.23810; EJE LETR EJE NUM \A1;12 AGROS Ø=3.8 \A1;COL 0-03 \A1;ATIEZADOR \A1;t= 1.6 (\A1;\S3#8;") \A1;TIPO \A1;1.0 REFUERZO \A1;Ø 32 # 6 E y G # 3 @15 DADO D-1D-1 \A1;ANCLAS \W3.28571; \A1;PLACA \W3.28571; \A1;64X64X3.2 \W0.93810; \A1;( 1 \A1;\S1#4; ") \A1;TIPO \A1;1.0 \A1;1.0 \A1;PLACA BASE 5 5 5 5 5 REFUERZO \A1;Ø 28 # 6 E y G # 3 @15 DADO D-2 \A1;ANCLAS \A1;PLACA BASE \W0.23810; EJE LETR EJE NUM 5 5 5 5 5 5 5 5 5 5 \A1;12 ANCLAS AN-1 Ø=3.2 (1 \S1#4; ) \A1;PROY. \A1;PLACA BASE \A1;DADO \W0.23810; EJE LETR EJE NUM \W0.23810; EJE LETR EJE NUM \A1;TIPO \A1;1.0 \A1;1.0 5 5 5 5 5 \W0.23810; EJE LETR EJE NUM \A1;16 AGROS Ø=3.8 \A1;COL 0-01 \A1;ATIEZADOR \A1;t= 1.6 (\A1;\S3#8;") \A1;TIPO \A1;1.0 5 5 16.2-19 5 5 5 5 # 3 @ 20 MC-1 SECCIÓN TIPO DE ARMADO DE MUROS MC´S ELEVACIÓN # 3 @ 20 # 3 @ 20 MC-2 G#2 @ 40 cm G#2 @ 40 cm 5 5 VARIABLE 5 5 # 3 @ 15 # 3 @ 20 MC-1 MC-1 \A1;Ø 4 # 4 CADA EXTREMO 5 5 5 5 5 5 5 5 5 5 5 5 5 0.122 C-04 \A1;Ø 24 # 6 E y G # 3 5 5 5 5 5 5 # 3 @ 20 # 3 @ 20 5 \W3.57308; MC-2 \A1;COLUMNA C-07 \A1;Ø 14 # 5 E y G # 3 \A1;COLUMNA 5 5 5 5 5 5 5 5 5 5 5 # 3 @ 20 # 3 @ 20 \W3.57308; MC-2 C-05 \A1;Ø 16 # 5 E y G # 3 \A1;COLUMNA C-06 \A1;Ø 18 # 5 E y G # 3 \A1;COLUMNA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 # 3 @ 20 \W3.57308; MC-2 # 3 @ 20 C-08 \A1;Ø 8 # 5 G # 3 @20 \A1;COLUMNA 1.20 5 1.05 5 5 5 \A1;ANCLA AN-1 N.I.P.B. R=0.15 \A1;( 1 \S1#4; " ) \W0.85879; REDONDO \W0.85879; LISO \W0.85879; A-36 5 1.05 5 \A1;SECCION TIPO DE ANCLAJE CONCRETO \W0.37083; ANCLA AN-1 TUERCA NIVELADORA GROUT 5 TUERCA HEX. PLACA BASE COL´S N.I.P.B. N.P.T. SIMBOLOGÍA NTP.= NIVEL DE PISO TERMINADO NSC.= NIVEL SUPERIOR DE COLADO NTN.= NIVEL DE TERRENO NATURAL NIPB= NIVEL INFERIOR DE PLACA BASE NSPB.= NIVEL SUPERIOR DE PLACA BASE ESPECIFICACIONES DE MATERIALES: 1. - CONCRETO: A) EN PLANTILLA f´c=100 Kg/cm2 B) EN CIMENTACIÓN f´c=250 Kg/cm2 C) EN ESTRUCTURA f´c=200 Kg/cm2 D) EN CASTILLOS f´c=200 Kg/cm2 2. - ACERO DE REFUERZO: A) VARILLAS #2 B) VARILLAS #2.5 O MAYORES ESPECIFICACIONES DE CONSTRUCCIÓN: 1. - RECUBRIMIENTOS LIBRES MÍNIMOS: A) EN TRABES Y COLUMNAS 2.5 CMS. B) EN LOSAS 2.5 CMS. C) EN LOSAS DE CIMENTACIÓN 4.0 CMS. D) EN ZAPATAS (REF. INF.) 3.0 CMS. ZAPATAS (REF. SUP.) 3.0 CMS. E) EN MUROS DE CONC. CARA INT. 2.5 CMS. MUROS DE CONC. CARA EXT. 3.0 CMS. 2. - GANCHOS Y TRASLAPES (CMS.): No diam. Pulg. lh D Iv m long. Traslapes en cms. 2 1/4" 20 5 15 13 30 2.5 5/16" 22.5 5 15 13 40 3 3/8" 25 6 15 13 50 4 1/2" 30 8 20 15 60 5 5/8" 35 9 25 18 75 6 3/4" 45 11 30 20 90 8 1" 60 15 40 28 120 lh lv 12 db D lh m 4 db D long. de traslape \W3.28571; \A1;PLACA \W3.28571; \A1;64X64X3.2 \W0.93810; \A1;( 1 \A1;\S1#4; ") d#5 @25 CT-10 d#5 @25 d#4 @25 d#4 @25 MURETE DE ENRASE A BASE DE BLOCK MACIZO DE CONC. TIPO INTERMEDIO 15X20X40 5 11 N.P.T. N. + 100.10 CD-2 5 5 5 1.5 (MINIMO) N.P.N. 2.10 (MINIMO) 5 5 5 5 RELLENO A BASE DE MATERIA DE BANCO DE PRESTAMO SIMPLE (LIMO ARENOSO "TEPETATE") EN CAPAS DE 15 CM. COMPACTADO AL 90% PROCTOR 5 PLANTILLA f´c=100 KG/CM2 CONCRETO \W0.19844; ANCLA AN-1 TUERCA NIVELADORA GROUT 5 5 5 5 5 5 N.I.P.V. N.P.T. \W0.89623; DADO DOBLEZ DE ARMADO LECHO SUPERIOR \W3.84119; CONTRATRABE \W3.79357; CT-3,CT-5 Y \W3.79357; CT-6 \W2.20052; ARMADO DE LECHO INFERIOR ARMADO LECHO SUPERIOR PERALTE DE LOS DADOS ZAPATA ZC-3ZC-3 DETALLE AA \LDOBLEZ DE REFUERZO EN CONTRATRABES QUE LLEGAN A DADOSDE REFUERZO EN CONTRATRABES QUE LLEGAN A DADOS \W3.84119; CONTRATRABE \W3.79357; CT-3,CT-5 Y \W3.79357; CT-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-01 \A1;A BASE DE 4 PLACAS SOLDADAS \A1;t = 19 (3 / 4 ") \A1;ACERO ASTM A-50 (f´c=3515kg/cm2) C-03 \A1;TUBO HSS406x12.7 C-02 \A1;A BASE DE 4 PLACAS SOLDADAS \A1;t = 12.7 (1 / 2 ") \A1;ACERO ASTM A-50 (f´c=3515kg/cm2) 5 5 5 8 TIPO EN \W2.72165; ESQ. 5 5 5 6 TIPO EN \W2.72165; ESQ. 5 5 5 5 5 EJE A 3 \W1.60998; T-02 PLACA 0.30x .79x.025 (1") \A1;ATIESADOR \A1;PLACA \A1;t=.013 (1 / 2") 6 6 5 \W1.84451; T-01 PLACA 0.23x .58x.025 (1") 8 TORNILLOS A-325 Ø=0.25 (1") 5 5 5 5 3 \W1.60998; T-02 PLACA 0.30x .79x.025 (1") DETALLE \A1;ESC 1:10 5 5 5 5 5 EJE A 5 \W1.60998; T-02 PLACA 0.28x .80x.032 (1 1/4") 3 PLACA 0.23x .58x.025 (1") \W1.84451; T-01 5 5 5 5 5 5 5 5 EJE A 3 \W1.60998; T-02 PLACA 0.30x .79x.025 (1") \A1;ATIESADOR \A1;PLACA \A1;t=.013 (1 / 2") 6 6 5 \W1.84451; T-01 PLACA 0.23x .58x.025 (1") 8 TORNILLOS A-325 Ø=0.25 (1") 5 5 5 5 3 \W1.60998; T-02 PLACA 0.30x .79x.025 (1") 5 5 5 \W1.84451; T-01 8 TORNILLOS A-325 Ø=0.25 (1") 5 5 5 5 5 5 5 T-01 \A1;IR 406x67.4 KG/M \A1;(W16x45) 5 T-01 5 5 5 5 5 5 COL. C-03 PLACA 0.20x .352x.025 (1") \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO \W0.97270; 10 \W0.97270; 10 TIPO 10 10 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \A1;CV-1 2 LI \A1;.152x.013 (6x1 / 2") N.P.T +100.10 5 5 5 N.P.T +100.10 N.P.T +104.17 5 5 DETALLE \A1;ESC 1:10 DETALLE \A1;ESC 1:10 DETALLE \A1;ESC 1:15 DETALLE \A1;ESC 1:15 5 5 5 5 5 5 5 5 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") COL. C-03 T-01 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") N.P.T +104.18 DETALLE \A1;ESC 1:15 \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \A1;CV-1 2 LI \A1;.152x.013 (6"x 1 / 2") 5 5 \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \A1;CV-1 2 LI \A1;.152x.013 (6"x 1 / 2") \A1;CV-1 2 LI \A1;.152x.013 (6"x 1 / 2") PLACA 0.20x .352x.025 (1") PLACA 0.20x .352x.025 (1") 5 TIPO 10 10 N.P.T +107.73 5 5 5 5 5 COL. C-03 T-01 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") 5 5 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") DETALLE \A1;ESC 1:15 5 5 T-04 \A1;IR 406x67.4 KG/M \A1;(W16x36) 5 5 5 5 5 TIPO 10 10 TIPO 10 10 TIPO 10 10 TIPO 10 10 TIPO 10 10 TIPO 10 10 TIPO 10 10 N.P.T +111.28 T-01 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") COL. C-03 TIPO 10 10 TIPO 10 10 DETALLE \A1;ESC 1:15 5 5 5 5 5 N.P.T +115.28 COL. C-03 T-04 5 5 5 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO 8 8 TIPO 8 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") TIPO 10 10 DETALLE \A1;ESC 1:15 T-04 N.P.T +114.55 COL. C-03 5 5 \A1;ATIESADOR \A1;t=13 (1 / 2" ) TIPO \W2.08739; 8 \W2.08739; 8 \W2.17477; TIPO \W2.08739; 8 \W2.08739; 8 \A1;4 TORNILLOS A-325 Ø=0.032 (1 1 / 4") \A1;CV-1 2 LI \A1;.152x.013 (6"x 1 / 2") \W2.13538; PLACA 0.20x \W1.35703; .352x.025 (1") TIPO \W0.97270; 10 \W0.97270; 10 5 5 DETALLE \A1;ESC 1:15 T-01 C-03 C-03 T-04 \H7.90120x;\LELEVACION MARCO 1/6 I 1/6 II 1/6 I 1/6 V 1/6 IV 1/6 III 1/6 II 1/6 VII 1/6 I VII 1/6 5 CORTE \A1;ESC 1:10 1/6 a \A1;CV-1 2 LI \A1;.152x.013 (6"x 1 / 2") \A1;PLACA \A1;.325x.025 ( 1 ") 5 5 5 5 5 5 5 5 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a 1/6 a \W7.40298; \A1;CV-1 2 LI \W3.65739; \A1;.152x.013 (6"x 1 / 2") ATIESADOR \W3.09536; t=.013 ( 1") ATIESADOR \W3.09536; t=.013 ( 1") \W0.40206; T-01 \W5.27320; o T-04 ATIESADOR \W3.09536; t=.013 ( 1") ATIESADOR \W3.09536; t=.013 ( 1") ATIESADOR t=.013 ( 1") ATIESADOR t=.013 ( 1") ATIESADOR t=.013 ( 1") CORTE \A1;ESC 1:10 1/6 b 1/6 a 1/6 a 1/6 b 1/6 b 1/6 b 5 L-01 \A1;IR 406x67.4 KG/M \A1;(W16x36) 5 5 5 5 T-02 \A1;IR 610x140.3 KG/M \A1;(w24x94) 5 5 5 5 T-03 \A1;IR 610x113.4 KG/M \A1;(w24x76) 5 5 5 5 L-02 \A1;IR 305x21.10 KG/M \A1;(W12x14) 5 5 5 5 L-03 \A1;IR 406x59.80 KG/M \A1;(W16x40) 5 5 5 5 \W0.85455; \LK2 \A1;ARMADO CON 6Ø #3 \A1;E#2 @15 CM 5 5 K10 \L(CASTILLO) \A1;ARMADO CON 3Ø #3 \A1;E(grapa)#2@25 CM 5 5 \A1;f`c=150 kg/cm2 \A1;anclado a losacero formando una \A1;escuadra \A1;de 30cms y escuadras en la parte \A1;superior \A1;par amarrar en losa maciza, cimbra \A1;acabado aparente, junta fabricada con \A1;lamina galvanizada cal. 14 y celotex de \A1;1 / 2" 5 5 CR-2 \L(CERRAMIENTO) \A1;ARMADO CON ARMEX \A1;MCA. DE ACERO (O SIMILAR) \A1;TIPO 10-10-3 K1 \L(CASTILLO) \A1;ARMADO CON ARMEX \A1;MCA. DE ACERO (O SIMILAR) \A1;TIPO 10-10-3 5 5 CA-1 \L(CADENA) \A1;ARMADO CON ARMEX \A1;MCA. DE ACERO (O SIMILAR) \A1;TIPO 10-10-3 5 5 PLACA .20*.20*.10 (3 / 8") CA-2 \L(CADENA) \A1;ARMADO CON Ø4 #3 E#2 @20cm. 5 5 CR-3 \L(CERRAMIENTO) \A1;ARMADO CON Ø4 #3 E#2 @20cm. 5 5 2 GRAPAS REDONDO LISO Ø=.013 (1 / 2") 5 5 5 5 \A1;\LPIEZA DE ANCLAJE 5 5 5 SECCION TIPO LOSACEROTIPO LOSACERO \A1;SIN ESC 5 \W2.20142; FIRME DE \W2.20142; COMPRESION \W4.41405; ELECTROMALLA \W4.56353; 6*6-6/6 PERNO AUTOSOLDABLE (NELSON O SIMILAR) Ø=19 (3 / 4") @30cm. \W8.48444; LAMINA CAL. 22 \W1.89423; SECC. 4 MCA. IMSA CUERDA DE VIGA O LARGUERO K2 K2 K1 K1 K1 K5 K5 K5 K5 K4 K4 SIMBOLOGIA DE MUROS LADRILLO CON REFUERZO INTERIOR 6*12*24cm. TIPO VINTEX DE NOVACERAMIC (O SIMILAR) MURO DE TABIQUE ROJO RECOCIDO 6*12*24cm. MURO DE BLOCK DE BARRO MACHIEMBRADO 10*24*48cm. NOVABLOCK DE NOVACERAMIC (O SIMILAR) MURO DE TABLAROCA TIPO 10 10 3 APUNTA AL ELEMENTO A SOLDAR SIMBOLO BASICO DE LA SOLDADURA SOLDADURA DE BISEL EN PENETRACION COMPLETA \W1.12425; APERTURA DE RAIZ EN MMS \W0.46401; APUNTA AL ELEMENTO A SOLDAR SOLDAR EL OTRO LADO LADO DE LA FLECHA LINEA DE REFERENCIA SIMBOLO BASICO DE LA SOLDADURA \W8.07560; SOLDADURA DE FILETE TAMAÑO DE LA SOLDADURA EN MILIMETROS 5 5 5 EJE A CORTE \A1;ESC 1:10 6 \W1.84451; T-01 5 5 5 8 TORNILLOS A-325 Ø=.025 (1") \W8.63666; PLACA \W8.63666; .230*.580*.025(1") PLACA .200*.230* .016(5 / 8") \W5.97435; COL. C-02 \W0.85327; PLACA .200*.378* \W6.38797; .010(3 / 8") 13 13 \W9.20556; ATIESADOR \W5.71010; PLACA t=.013 (1 /2") 6 TIPO \W2.08739; 8 \W2.08739; 8 TIPO \W2.08739; 8 \W2.08739; 8 PLACA .200*.230* .016(5 / 8") ATIESADOR PLACA t=.013 (1 /2") 5 5 5 CORTE \A1;ESC 1:10 6 \W1.84451; T-01 5 5 8 TORNILLOS A-325 Ø=.025 (1") \W8.63666; PLACA \W8.63666; .230*.580*.025(1") PLACA .200*.230* .016(5 / 8") \W5.97435; COL. C-02 \W0.85327; PLACA .200*.378* \W6.38797; .010(3 / 8") 13 13 \W9.20556; ATIESADOR \W5.71010; PLACA t=.013 (1 /2") 6 TIPO \W2.08739; 8 \W2.08739; 8 TIPO \W2.08739; 8 \W2.08739; 8 PLACA .200*.230* .016(5 / 8") ATIESADOR PLACA t=.013 (1 /2") 5 5 T-01 5 8 TORNILLOS A-325 Ø=.025 (1") \W8.63666; PLACA \W8.63666; .230*.580*.025(1") PLACA .200*.230* .016(5 / 8") \W0.85327; PLACA .200*.378* \W6.38797; .010(3 / 8") 13 13 TIPO \W2.08739; 8 \W2.08739; 8 TIPO \W2.08739; 8 \W2.08739; 8 PLACA .200*.230* .016(5 / 8") 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W2.08739; 8 \W2.08739; 8 T-01 8 AGROS. Ø=.028 PLACA .230* .580*.025 (1") 5 DET PLACA \A1;ESC 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 13 T-03 \W2.08739; 8 \W2.08739; 8 3 12 AGROS. Ø=.028 PLACA .300* .790*.025 (1") 1/6 n1a 2-5 n1b 2-5 n1b 2-5 n1b 2-5 n1b DET PLACA \A1;ESC 1:10 6 6

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	angles, autocad, bolts, columns, connectors, construction, DETAIL, details, DWG, joints, metal, parts, pieces, plates, screws, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier