Structural Project Reinforced Concrete Construction DWG Full Project for AutoCAD

Structural Project Reinforced Concrete Construction DWG Full Project for AutoCAD

Structural planes project building in systems of resistant porticos to moments of reinforced concrete with superficial foundation in shoes and light covering in wooden elements

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

sep., mat do not. cnd, designed: ing. bernardo mayorga g., cover structure formwork deck structure level last cuts cover details, flat no., draft:, content:, date:, scale:, archive:, drawing:, calculation:, revised:, modifications:, owner:, xxxx, local apartaestudios sr. german agray r., April, indicated, ljg, bmg, german agray r., mat do not. cnd, collaborated: ing. luis javier gómez d., see notes in plane, mat do not. cnd, designed: ing. bernardo mayorga g., details table elements not plants cuts of stairs, flat no., draft:, content:, date:, scale:, archive:, drawing:, calculation:, revised:, modifications:, owner:, xxxx, local apartaestudios sr. german agray r., April, indicated, ljg, bmg, german agray r., mat do not. cnd, collaborated: ing. luis javier gómez d., see notes in plane, floor, cover level, of last cover, born on floor, dies on floor, specifications: and specifications: symbols of columns: continuous on the floor dies on the floor the concrete of all the foundations elements must be of specified resistance the minimum days mpa group of use zone of seismic threat intermediate live load of light cover all the dimensions in meters except where another unit is indicated yield stress of reinforcement steel for non-structural performance grade good concrete cover in permanent contact with earth according to the creep effort of mpa plating quality anchor bolts connections stress fluence of thin sheet profiles use electrode fillet weld, wood, belt, wood, belt, wood group, wood group, facade wall, mezzanine level, detail, confined wall, projection col., projection col., lightened slab, column, projection vg, belt, wood group, wood group, detail, mezzanine level, level of cover, belt, wood group, wood group, detail, wood group, detail, cradle, bolts, anchored vg, bolts, welded, bolts, anchored vg, bolts, welded, wood group, cradle, wood group, belt, wood group, projection col., bolts, anchored vg, welded, bolts, wood group, belt, wood group, bolts, anchored vg, welded, bolts, ladder type, confined wall, var., projection col., Wall, confined, projection, confined wall, projection, projection col., confined wall, var., var., projection col., confined wall, projection col., projection, projection vg, projection col., var., floor, loft, floor, projection, confined wall, subfloor slab, foundation, projection col., ladder type, confined wall, reinforcement in, kind, of footings, sep., runs, Wall, confined, confined wall, non-structural typical detail, non-structural detail typical walls, runs, mat do not. cnd, designed: ing. bernardo mayorga g., floor formatting plant floor formwork loft, flat no., draft:, content:, date:, scale:, archive:, drawing:, calculation:, revised:, modifications:, owner:, xxxx, local apartaestudi

Raw text data extracted from CAD file:

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MÁX=3.0 m \A1;.25 \A1;.20 0.15 0.15 0.15 0.15 Mat. No. 15140 CND DISEÑÓ: ING. BERNARDO MAYORGA G. FORMALETA DE CUBIERTA, ESTRUCTURA DE CUBIERTA NIVEL DE ALTILLO, ESTRUCTURA DE CUBIERTA ÚLTIMO NIVEL, CORTES Y DETALLES DE CUBIERTA PLANO No. 00 PROYECTO: CONTENIDO: FECHA: ESCALA: ARCHIVO: DIBUJÓ: CALCULÓ: REVISÓ: MODIFICACIONES: PROPIETARIO: XXXX LOCALES Y APARTAESTUDIOS SR. GERMÁN AGRAY R. ABRIL DE 2006 A-001 INDICADA LJG BMG GERMÁN AGRAY R. Mat. No. 25202 094617 CND COLABORÓ: ING. LUIS JAVIER GÓMEZ D. VER NOTAS EN PLANO E-001 Mat. No. 15140 CND DISEÑÓ: ING. BERNARDO MAYORGA G. CUADRO DE ZAPATAS, DETALLES ELEMENTOS NO ESTRUCTURALES, PLANTAS Y CORTES DE ESCALERAS PLANO No. 00 PROYECTO: CONTENIDO: FECHA: ESCALA: ARCHIVO: DIBUJÓ: CALCULÓ: REVISÓ: MODIFICACIONES: PROPIETARIO: XXXX LOCALES Y APARTAESTUDIOS SR. GERMÁN AGRAY R. ABRIL DE 2006 A-001 INDICADA LJG BMG GERMÁN AGRAY R. Mat. No. 25202 094617 CND COLABORÓ: ING. LUIS JAVIER GÓMEZ D. VER NOTAS EN PLANO E-001 VG-1 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-1 (0.30x0.25) VG-5 (0.35x0.25) VG-6 (0.40x0.25) VG-7 (0.40x0.25) VG-8 (0.40x0.25) VG-5 (0.35x0.25) VG-1 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-3 (0.30x0.25) VG-4 (0.30x0.25) VG-5 (0.30x0.25) VG-6 (0.30x0.25) VG-7 (0.30x0.25) VG-8 (0.30x0.25) VG-9 (0.30x0.25) VG-10 (0.35x0.25) VG-10 (0.30x0.25) VG-1 (0.30x0.25) VG-1 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-2 (0.30x0.25) VG-3 (0.30x0.25) VG-4 (0.30x0.25) VG-3 (0.30x0.25) VG-3 (0.30x0.25) VT-1 (0.12x0.25) VT-2 (0.12x0.25) VT-2 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-5 (0.12x0.25) VT-4 (0.12x0.25) VT-4 (0.12x0.25) VT-5 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-2 (0.12x0.25) VT-2 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-3 (0.12x0.25) VT-4 (0.15x0.25) VT-5 (0.15x0.25) R* R R R R R R R R R R R R R R R R R R* VG-4 (0.30x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) VT-1 (0.12x0.25) R R R 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 A B C 7 6' 6 5 4 3 2 1 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 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 5 5 5 5 5 5 5 5 A B C 7 6' 6 5 4 3 2 1 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A' B C 7 5 4 2 1 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 A B C 7 6 5 4 3 2 1 B C 7 5 4 2 1 \C1;FORMALETA PISO 2\C256; \H0.6667x;\l\C3;1 : 50 \C1;FORMALETA ALTILLO\C256; \H0.6667x;\l\C3;1 : 50 \C1;FORMALETA CUBIERTA\C256; \H0.6667x;\l\C3;1 : 50 \C1;ESTRUCTURA DE CUBIERTA NIVEL DE ALTILLO\C256; \H0.6667x;\l\C3;1 : 50 \C1;ESTRUCTURA DE CUBIERTA ÚLTIMO NIVEL\C256; \H0.6667x;\l\C3;1 : 50 A B C 7 6' 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 \C1;LOCALIZACIÓN DE COLUMNAS\C256; \H0.6667x;\l\C3;1 : 50 NACE EN PISO 2 NACE EN PISO 2 NACE EN PISO 2 MUERE EN PISO 2 MUERE EN PISO 2 MUERE EN PISO 2 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 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 \LNOTAS Y ESPECIFICACIONES:Y ESPECIFICACIONES: 1) SÍMBOLOS DE COLUMNAS: \W4.00000; CONTINUA EN EL PISO \W4.00000; MUERE EN EL PISO 2) EL CONCRETO DE TODOS LOS ELEMENTOS Y CIMENTACIÓN DEBE SER DE RESISTENCIA ESPECIFICADA A LOS 28 DÍAS MÍNIMA f´c = 21 MPa 3) GRUPO DE USO I 4) ZONA DE AMENAZA SÍSMICA INTERMEDIA 5) CARGA VIVA DE CUBIERTA LIVIANA = 0.35 kN/M2 6) TODAS LAS COTAS EN METROS EXCEPTO DONDE SE INDIQUE OTRA UNIDAD 7) ESFUERZO DE FLUENCIA DEL ACERO DE REFUERZO FY=420MPA PARA Ø>1/4PLG Y FY=240MPA PARA Ø=1/4PLG. 8) GRADO DE DESEMPEÑO DE ELEMENTOS NO ESTRUCTURALES BUENO 9) RECUBRIMIENTO PARA CONCRETO EN CONTACTO PERMANENTE CON TIERRA DE ACUERDO A C.7.7 DE LA NSR-98. (MÍN. 7cm EN ZAPATAS). 10) ESFUERZO DE FLUENCIA DE PLATINAS FY=250 MPa (ACERO CALIDAD A36) 11) PERNOS DE ANCLAJE Y CONEXIONES A325. 12) ESFUERZO DE FLUENCIA DE PERFILES DE LÁMINA DELGADA FY=228MPA. (A570 GRADO 33) 13) USAR SOLDADURA DE FILETE ELECTRODO E70. A A B B 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 VG 0.14x0.19 MADERA G-B CORREA 0.09x0.09 MADERA G-B \C1;CORTE A-A\C256; \H0.6667x;\l\C3;1 : 25 CORREA 0.09x0.09 MADERA GRUPO B 5 5 5 VG-10B (0.20x0.25) VG-5, VG-7, VG-9 (0.30x0.25) VG-0.14x0.19 MADERA GRUPO B MURO DE FACHADA NIVEL DE ALTILLO 5 DETALLE 1 DETALLE 2 5 5 VG-10B (0.20x0.25) 5 \C1;CORTE B-B\C256; \H0.6667x;\l\C3;1 : 25 MURO CONFINADO CT-1 (0.15x0.15) VG-1, VG-2, VG-4 (0.30x0.25) PROYECCIÓN COL. (0.30x0.35) PROYECCIÓN COL. (0.25x0.25) LOSA ALIGERADA COLUMNA (0.30x0.35) PROYECCIÓN VG (0.30x0.25) CORREA 0.09x0.09 MADERA GRUPO B VG-0.14x0.19 MADERA GRUPO B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VG-10B (0.20x0.25) DETALLE 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C A' A B \C1;CORTE C-C\C256; \H0.6667x;\l\C3;1 : 25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE ALTILLO NIVEL DE CUBIERTA VG-1, VG-2 (0.30x0.25) VG-3 (0.30x0.25) VG-3 (0.30x0.25) VG-3 (0.30x0.25) CORREA 0.09x0.09 MADERA GRUPO B VG-0.14x0.19 MADERA GRUPO B DETALLE 4 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 5 5 5 5 5 5 5 5 5 5 5 \C1;DETALLE 2\C256; \H0.6667x;\l\C3;1 : 10 VG-0.14x0.19 MADERA GRUPO B VG-10B (0.20x0.25) DETALLE 2 CUÑA 5 PL 150mmx150mmx\S3/8;" 2 PERNOS \S1/2;" ANCLADO A VG 2 PERNOS \S1/2;" SOLDADAS 5 5 5 \C1;DETALLE 1\C256; \H0.6667x;\l\C3;1 : 10 VG-5, VG-7, VG-9 (0.30x0.25) 2 PERNOS \S1/2;" ANCLADO A VG 2 PERNOS \S1/2;" PL 150mmx150mmx\S3/8;" SOLDADAS VG-0.14x0.19 MADERA GRUPO B CUÑA 5 5 \C1;DETALLE 3\C256; \H0.6667x;\l\C3;1 : 10 VG-0.14x0.19 MADERA GRUPO B CORREA 0.09x0.09 MADERA GRUPO B VG-10B (0.20x0.25) PROYECCIÓN COL. PL 150mmx150mmx\S3/8;" 2 PERNOS \S1/2;" ANCLADO A VG SOLDADAS 2 PERNOS \S1/2;" 5 5 5 \C1;DETALLE 4\C256; \H0.6667x;\l\C3;1 : 10 VG-0.14x0.19 MADERA GRUPO B CORREA 0.09x0.09 MADERA GRUPO B VG-3 (0.30x0.25) PL 150mmx150mmx\S3/8;" 2 PERNOS \S1/2;" ANCLADO A VG SOLDADAS 2 PERNOS \S1/2;" 5 5 5 5 VT-1 (0.12x0.25) VT-1 (0.12x0.25) \C1;PLANTA ESCALERA TIPO 2\C256; \H0.6667x;\l\C3;1 : 25 MURO CONFINADO MURO CONFINADO CT-1 (0.15x0.15) CT-1 (0.15x0.15) CT-1 (0.15x0.15) CT-1 (0.15x0.15) 1 1 3 3 2 2 \C1;CORTE 1-1\C256; \H0.6667x;\l\C3;1 : 25 #4-.25c/c 0.15 0.15 0.45 VAR. 0.15 0.15 0.45 PROYECCIÓN COL. MURO CONFINADO 5 #4-.25c/c PROYECCIÓN CT-1 #4-.25c/c MURO CONFINADO MURO CONFINADO PROYECCIÓN CT-1 PROYECCIÓN COL. MURO CONFINADO MURO CONFINADO 0.15 VAR. 0.15 0.15 0.15 0.45 VAR. VAR. 0.45 \C1;CORTE 2-2\C256; \H0.6667x;\l\C3;1 : 25 5 #4-.25c/c PROYECCIÓN COL. MURO CONFINADO PROYECCIÓN COL. PROYECCIÓN CT-1 PROYECCIÓN VG #4-.25c/c PROYECCIÓN COL. 5 VAR. 0.45 0.45 0.15 0.15 0.15 0.15 \C1;CORTE 3-3\C256; \H0.6667x;\l\C3;1 : 25 5 5 5 5 5 VG-2 (0.30x0.25) VG-2 (0.30x0.25) VT-2 (0.12x0.25) VT-4 (0.12x0.25) VT-4 (0.12x0.25) VT-1 (0.12x0.25) PISO 2 ALTILLO PISO 2 PISO 1 2.80 0.15 0.15 0.15 0.15 0.45 0.90 0.45 0.45 0.45 2.70 #4-.25c/c PROYECCIÓN CT-1 MURO CONFINADO VC-E VC-MURO LOSA DE CONTRAPISO #4-.25c/c #4-.25c/c CIMENTACIÓN 5 5 5 5 5 5 5 PROYECCIÓN COL. \C1;CORTE 4-4\C256; \H0.6667x;\l\C3;1 : 25 \C1;PLANTA ESCALERA TIPO 1\C256; \H0.6667x;\l\C3;1 : 25 CT-1 (0.15x0.15) MURO CONFINADO 4 4 A B C 6' 6 5 4 3 2 1 5 5 5 5 5 5 5 5 \C1;PLANTA DE CIMENTACIÓN\C256; \H0.6667x;\l\C3;1 : 50 Z-2 Z-1 Z-4 Z-3 Z-4 Z-4 Z-3 Z-4 Z-5 Z-5 Z-1 Z-6 Z-6 Z-6 Z-2 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 L1(m) L2(m) H(m) REFUERZO EN L1 REFUERZO EN L2 1.30 1.30 0.40 1.15 0.20 0.20 8#5.155 1.60 1.60 0.40 TIPO Z-1 Z-2 1.45 10#5.185 1.00 2.10 0.40 .85 0.20 0.20 10#5.125 1.95 0.20 0.20 4#4.165 Z-3 \LCUADRO DE ZAPATAS \lESC. 1:25 1.15 0.20 0.20 8#5.155 0.20 0.20 1.45 10#5.185 0.20 0.20 .85 0.20 0.20 10#5.125 1.95 0.20 0.20 4#4.165 (ARRIBA) (ARRIBA) (ABAJO) (ABAJO) 1.90 2.20 0.40 Z-4 1.75 11#5.215 0.20 0.20 2.0 9#5.240 0.20 0.20 1.75 11#5.215 0.20 0.20 2.0 9#5.240 0.20 0.20 (ARRIBA) (ABAJO) (ARRIBA) (ABAJO) 2.00 2.00 0.40 Z-5 1.85 13#5.225 0.20 0.20 1.85 13#5.225 0.20 0.20 1.70 1.50 0.40 Z-6 1.55 10#5.195 0.20 0.20 1.35 11#5.175 0.20 0.20 VC-2 (0.50x0.40) VC-2 (0.50x0.40) VC-2 (0.50x0.40) VC-1 (0.50x0.40) VC-1 (0.50x0.40) VC-1 (0.50x0.40) VC-1 (0.50x0.40) VC-1 (0.50x0.40) VC-1 (0.50x0.40) VC-1 (0.50x0.40) SEP. MÁX=3.0 m CT-1 VGC-1 5 5 4#4 CORRIDAS 0.18 0.13 0.10 E#3.082-.15 c/c MURO CONFINADO MURO CONFINADO \C1;ELEMENTOS NO ESTRUCTURALES DETALLE TÍPICO CIMENTACIÓN\C256; \H0.6667x;\l\C3;1 : 10 \C1;ELEMENTOS NO ESTRUCTURALES DETALLE TÍPICO MUROS DIVISORIOS\C256; \H0.6667x;\l\C3;1 : 25 \C1;CT-1 , VGC,1\C256; \H0.6667x;\l\C3;1 : 10 5 5 5 5 4#3 CORRIDAS E#2.056-.10c/c 0.10 0.08 0.10 VG-3 (0.30x0.25) Mat. No. 15140 CND DISEÑÓ: ING. BERNARDO MAYORGA G. PLANTA DE CIMENTACIÓN, LOCALIZACIÓN DE COLUMNAS, FORMALETA PISO 2, FORMALETA ALTILLO PLANO No. 00 PROYECTO: CONTENIDO: FECHA: ESCALA: ARCHIVO: DIBUJÓ: CALCULÓ: REVISÓ: MODIFICACIONES: PROPIETARIO: XXXX LOCALES Y APARTAESTUDIOS SR. GERMÁN AGRAY R. ABRIL DE 2006 A-001 INDICADA LJG BMG GERMÁN AGRAY R. Mat. No. 25202 094617 CND COLABORÓ: ING. LUIS JAVIER GÓMEZ D. VER NOTAS EN PLANO Mat. No. 15140 CND DISEÑÓ: ING. BERNARDO MAYORGA G. DESPIECE DE COLUMNAS PLANO No. 00 PROYECTO: CONTENIDO: FECHA: ESCALA: ARCHIVO: DIBUJÓ: CALCULÓ: REVISÓ: MODIFICACIONES: PROPIETARIO: XXXX LOCALES Y APARTAESTUDIOS SR. GERMÁN AGRAY R. ABRIL DE 2006 A-002 INDICADA LJG BMG GERMÁN AGRAY R. Mat. No. 25202 094617 CND COLABORÓ: ING. LUIS JAVIER GÓMEZ D. VER NOTAS EN PLANO E-001 VT-3 P2 Es 1 12 x 25 0.12 0.83 0.35 0.35 C 2#4L=1.60/2.00 2#4L=1.60/2.00 10 10#3-78(8x21) 8c/10 1 1 Mat. No. 15140 CND DISEÑÓ: ING. BERNARDO MAYORGA G. DESPIECE DE VIGAS AÉREAS, VIGAS DE CIMENTACIÓN Y VIGUETAS PLANO No. 00 PROYECTO: CONTENIDO: FECHA: ESCALA: ARCHIVO: DIBUJÓ: CALCULÓ: REVISÓ: MODIFICACIONES: PROPIETARIO: XXXX LOCALES Y APARTAESTUDIOS SR. GERMÁN AGRAY R. ABRIL DE 2006 A-002 INDICADA LJG BMG GERMÁN AGRAY R. Mat. No. 25202 094617 CND COLABORÓ: ING. LUIS JAVIER GÓMEZ D. VER NOTAS EN PLANO E-001 VG-1 P2 Es 1 30 x 25 0.00 0.65 0.35 2.90 0.40 3.10 0.35 0.35 0.00 A B C 3#4L=2.80/3.00 2#4L=5.80/6.00 1#4L=2.50 1#4L=1.80/2.00 2#4L=7.30/7.50 2#4L=1.30/1.50 10 81#3-106(24x19) 2c/10 7c/5 8c/5 20c/10 8c/5 8c/5 26c/10 1 1 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-10(1) ALT Es 1 35 x 25 0.30 4.03 0.30 1.15 0.30 3.03 0.30 3.65 0.30 1.10 0.30 4.00 0.30 1 2 3 4 5 6 7 3#5L=2.75/3.00 1#4L=1.80/2.00 2#6L=5.00 2#5L=4.50 3#5L=4.50 3#5L=3.50 1#6L=2.50 4#4L=3.50 2#5L=2.75/3.00 1#4L=1.80/2.00 2#5L=4.25/4.50 2#4L=6.50 2#4L=6.50 2#4L=5.50 2#4L=3.80/4.00 10 210#3-116(29x19) 8c/5 31c/10 8c/5 8c/5 2c/10 8c/5 8c/5 21c/10 8c/5 8c/5 27c/10 8c/5 8c/5 2c/10 8c/5 8c/5 31c/10 8c/5 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 VG-10 ALT Es 1 20 x 25 0.30 4.07 0.30 1.10 0.30 3.05 0.30 3.68 0.30 1.05 0.30 4.05 0.30 1 2 2 3 3 4 5 6 7 2#4L=5.80/6.00 2#4L=3.50 2#4L=4.50 2#4L=7.80/8.00 2#4L=4.30/4.50 2#4L=6.50 2#4L=6.00 2#4L=4.30/4.50 10 206#3-86(14x19) 8c/5 15c/10 16c/10 7c/5 8c/5 2c/10 8c/5 8c/5 21c/10 8c/5 8c/5 27c/10 8c/5 8c/5 1 7c/5 8c/5 15c/10 16c/10 7c/5 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 4.00 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 4.00 VG-2(2) P2 Es 1 30 x 25 0.00 0.38 0.35 2.90 0.40 3.10 0.35 0.35 0.00 A B C 2#4L=5.80/6.00 1#4L=1.80/2.00 1#4L=2.50 3#4L=2.80/3.00 2#4L=3.30/3.50 2#4L=5.30/5.50 10 86#3-106(24x19) 6c/5 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 6c/5 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-1 ALT Es 1 30 x 25 0.00 0.65 0.35 2.90 0.35 3.15 0.35 0.35 0.00 A B C 2#4L=2.80/3.00 2#4L=5.80/6.00 1#4L=1.80/2.00 2#4L=4.80/5.00 2#4L=3.80/4.00 10 89#3-106(24x19) 2c/10 7c/5 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 6c/5 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-1(1) CUB Es 1 30 x 25 0.30 3.25 0.30 0.75 0.00 B C 2#4L=4.50/4.90 2#4L=4.50/4.90 10 50#3-106(24x19) 8c/5 23c/10 8c/5 8c/5 3c/10 1.00 2.00 3.00 1.00 2.00 3.00 VG-2 ALT Es 1 30 x 25 0.35 2.90 0.35 3.15 0.35 0.75 0.00 A B C 2#4L=5.30/5.50 3#4L=3.30/3.50 2#4L=2.80/3.00 2#4L=5.80/6.00 10 85#3-106(24x19) 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 8c/5 3c/10 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-2(3) CUB Es 1 30 x 25 0.30 3.25 0.30 0.75 0.00 B C 1#5L=4.50/5.00 1#5L=2.25/2.50 3#4L=2.80/3.00 2#5L=4.50/5.00 2#4L=3.30/3.50 10 50#3-106(24x19) 8c/5 23c/10 8c/5 8c/5 3c/10 1.00 2.00 3.00 1.00 2.00 3.00 VG-3 ALT Es 1 30 x 25 0.00 0.65 0.35 2.90 0.35 3.15 0.35 0.75 0.00 A B C 2#4L=2.80/3.00 2#4L=4.00 3#4L=2.80/3.00 2#4L=3.80/4.00 2#4L=5.30/5.50 10 94#3-106(24x19) 2c/10 7c/5 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 8c/5 3c/10 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-9 ALT Es 1 30 x 25 0.35 4.87 0.35 6 7 3#4L=5.45/5.90 3#4L=5.45/5.90 10 54#3-106(24x19) 8c/5 19c/10 20c/10 7c/5 1.00 2.00 3.00 4.00 1.00 2.00 3.00 4.00 VG-4 ALT Es 1 30 x 25 0.35 2.90 0.35 3.15 0.35 0.35 0.00 A B C 2#4L=2.30/2.50 2#4L=5.80/6.00 1#4L=2.50 1#4L=1.80/2.00 2#4L=4.30/4.50 2#4L=3.80/4.00 10 80#3-106(24x19) 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 6c/5 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-4 CUB Es 1 30 x 25 0.30 4.47 0.30 3.65 0.30 2 4 5 2#4L=2.80/3.00 2#4L=5.50 1#4L=2.00 2#4L=2.30/2.50 2#4L=5.80/6.00 2#4L=3.80/4.00 10 80#3-106(24x19) 44c/10 36c/10 1.00 2.00 3.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 2.00 3.00 VG-8 P2 Es 1 40 x 25 0.30 3.20 0.30 0.50 0.30 6 6' 7 2#5L=4.50/5.00 1#4L=4.50/4.90 1#5L=1.75/2.00 3#5L=2.25/2.50 3#4L=4.50/4.90 2#4L=1.80/2.00 10 10 10 46#3-126(34x19) 46#3-39 (19) 8c/5 23c/10 8c/5 3c/5 4c/5 1.00 2.00 3.00 1.00 2.00 3.00 VG-8 ALT Es 1 30 x 25 0.30 1.10 0.30 5 6 2#4L=1.60/2.00 2#4L=1.60/2.00 10 18#3-106(24x19) 8c/5 2c/10 8c/5 1.00 1.00 VG-5 P2 Es 1 35 x 25 0.30 4.03 0.30 1.15 0.30 3.03 0.30 3.65 0.30 1.10 0.30 3.20 0.30 0.50 0.30 1 2 2 3 4 5 6 6' 7 3#5L=2.75/3.00 1#4L=1.80/2.00 3#6L=4.00 1#5L=2.50 2#4L=3.00 3#5L=4.00 5#4L=5.00 3#6L=5.20/5.50 2#5L=4.25/4.50 2#4L=6.50 3#4L=5.00 2#4L=5.00 2#4L=1.80/2.00 10 210#3-116(29x19) 8c/5 31c/10 8c/5 8c/5 2c/10 8c/5 8c/5 21c/10 8c/5 8c/5 27c/10 8c/5 8c/5 2c/10 8c/5 8c/5 23c/10 8c/5 8c/5 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 VG-6 ALT Es 1 30 x 25 0.30 1.15 0.30 2 3 2#4L=1.60/2.00 2#4L=1.60/2.00 10 18#3-106(24x19) 8c/5 2c/10 8c/5 1.00 1.00 VG-6 P2 Es 1 40 x 25 0.30 4.03 0.30 1 2 3#5L=1.75/2.00 2#5L=4.50/5.00 1#4L=1.80/2.00 3#5L=1.75/2.00 2#5L=4.50/5.00 1#5L=2.00 10 10 10 47#3-126(34x19) 47#3-39 (19) 8c/5 31c/10 8c/5 1.00 2.00 3.00 4.00 1.00 2.00 3.00 4.00 VG-7 ALT Es 1 30 x 25 0.35 3.46 0.30 4.09 0.35 4 3 5 3#4L=2.80/3.00 3#4L=4.60/4.65 3#4L=2.80/3.00 3#4L=4.80/5.00 3#4L=4.30/4.50 10 81#3-106(24x19) 8c/5 30c/10 36c/10 7c/5 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 VG-7 P2 Es 1 40 x 25 0.30 3.03 0.30 3.65 0.30 3 4 5 2#5L=5.75/6.00 1#4L=1.80/2.00 2#5L=2.50 4#5L=2.75/3.00 3#4L=4.30/4.50 3#4L=3.80/4.00 10 10 10 80#3-126(34x19) 80#3-39 (19) 8c/5 21c/10 8c/5 8c/5 27c/10 8c/5 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 VG-5 ALT Es 1 30 x 25 0.30 4.51 0.35 1 2 3#4L=5.10/5.50 3#4L=5.10/5.50 10 48#3-106(24x19) 41c/10 7c/5 1.00 2.00 3.00 4.00 1.00 2.00 3.00 4.00 VG-4 P2 Es 1 30 x 25 0.00 0.38 0.35 2.90 0.40 3.10 0.35 0.35 0.00 A B C 2#4L=5.80/6.00 1#4L=1.80/2.00 1#4L=2.50 3#4L=2.80/3.00 2#4L=3.30/3.50 2#4L=5.30/5.50 10 86#3-106(24x19) 6c/5 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 6c/5 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VG-3(1) CUB Es 1 30 x 25 0.25 4.13 0.25 4.50 0.25 3.72 0.25 5.45 0.25 1 2 4 4 5 7 2#4L=2.30/2.50 2#4L=5.50 2#4L=5.00 2#4L=2.00 2#4L=5.50 2#4L=3.30/3.50 2#4L=5.80/6.00 2#4L=5.50 2#4L=5.00 2#4L=5.30/5.50 10 203#3-106(24x19) 8c/5 33c/10 7c/5 8c/5 36c/10 7c/5 8c/5 28c/10 8c/5 8c/5 45c/10 7c/5 1.00 2.00 3.00 4.00 1.00 2.00 3.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 1.00 2.00 3.00 4.00 1.00 2.00 3.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 VG-3 P2 Es 1 30 x 25 0.00 0.65 0.35 2.90 0.40 3.10 0.35 0.35 0.00 A B C 2#4L=2.80/3.00 2#4L=5.80/6.00 2#4L=3.80/4.00 2#4L=4.80/5.00 10 89#3-106(24x19) 2c/10 7c/5 8c/5 20c/10 8c/5 8c/5 22c/10 8c/5 6c/5 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VC-2 P2 Es 1 50 x 40 0.30 4.03 0.30 1.15 0.30 3.03 0.30 3.65 0.30 1.10 0.30 3.20 0.30 1 2 3 4 5 6 6' 6#5L=4.25/4.50 3#5L=5.50 3#5L=5.00 3#5L=3.50 3#5L=3.25/3.50 6#5L=2.75/3.00 6#5L=6.50 3#5L=5.00 3#5L=7.25/7.50 10 10 10 152#3-144(36x26) 152#3-46 (26) 9c/7.5 17c/15 9c/7.5 7c/7.5 7c/7.5 9c/7.5 10c/15 9c/7.5 9c/7.5 14c/15 9c/7.5 6c/7.5 7c/7.5 9c/7.5 12c/15 9c/7.5 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 3.00 VC-1 Es 1 50 x 40 0.35 2.90 0.35 3.15 0.35 A B C 3#5L=4.75/5.00 3#5L=3.25/3.50 3#5L=2.25/2.50 3#5L=5.75/6.00 10 10 10 57#3-144(36x26) 57#3-46 (26) 9c/7.5 10c/15 9c/7.5 9c/7.5 11c/15 9c/7.5 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VT-3 P2 Es 1 12 x 25 0.12 0.83 0.35 0.35 C 2#4L=1.60/2.00 2#4L=1.60/2.00 10 10#3-78(8x21) 8c/10 1 1 VT-4 ALT Es 1 15 x 25 0.47 0.12 0.48 0.12 0.48 0.12 0.36 0.12 0.90 0.30 2 2#4L=3.40/3.80 2#4L=3.40/3.80 10 22#3-84(11x21) 4c/10 4c/10 4c/10 1 1 4c/10 4c/10 VT-3(2) ALT Es 1 12 x 25 0.35 3.15 0.35 0.75 0.00 B C 2#4L=4.55/4.95 2#4L=4.55/4.95 10 38#3-78(8x21) 31c/10 7c/10 1.00 2.00 3.00 1.00 2.00 3.00 VT-4 P2 Es 1 12 x 25 0.30 1.15 0.30 2 3 2#4L=1.60/2.00 2#4L=1.60/2.00 10 10#3-78(8x21) 5c/10 5c/10 1.00 1.00 VT-5 ALT Es 1 15 x 25 0.30 0.45 0.12 0.48 0.12 0.48 0.12 0.36 0.12 0.90 6 2#4L=3.35/3.75 2#4L=3.35/3.75 10 22#3-84(11x21) 4c/10 4c/10 4c/10 1 1 4c/10 4c/10 VT-5 P2 Es 1 12 x 25 0.30 1.10 0.30 5 6 2#4L=1.60/2.00 2#4L=1.60/2.00 10 10#3-78(8x21) 10c/10 1.00 1.00 VT-1 ALT Es 1 12 x 25 0.15 2.20 0.35 0.75 0.00 C 2#4L=3.40/3.80 2#4L=3.40/3.80 10 28#3-78(8x21) 22c/10 3c/10 3c/10 1.00 2.00 1.00 2.00 VT-1(9) P2 Es 1 12 x 25 0.00 0.65 0.35 2.90 0.40 3.10 0.35 0.35 0.00 A B C 2#4L=2.80/3.00 2#4L=5.85/6.05 2#4L=4.80/5.00 2#4L=3.80/4.00 10 66#3-78(8x21) 6c/10 14c/10 14c/10 30c/10 1 1 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VT-2 ALT Es 1 12 x 25 0.35 3.15 0.35 0.75 0.00 B C 2#4L=4.55/4.96 2#4L=4.55/4.96 10 36#3-78(8x21) 15c/10 15c/10 3c/10 3c/10 1.00 2.00 3.00 1.00 2.00 3.00 VT-2 P2 Es 1 12 x 25 0.35 1.43 0.12 A 2#4L=1.85/2.30 2#4L=1.85/2.30 10 14#3-78(8x21) 14c/10 1.00 1.00 Columna B-4 Es 1 0.5 2.63 0.25 2.63 0.25 2 0.25 P1 P2 ALT CUB f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 1#4L=2.85/3.18 35 4#4L=3.50 35 4#5L=2.20/2.55 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .72 .84 .62 Columna C-4 Es 1 0.5 2.63 0.25 2.63 0.25 2 0.25 P1 P2 ALT CUB f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 1#4L=5.70/6.06 4#4L=6.50 35 35 5#4L=2.85/3.18 35 4#5L=2.20/2.55 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .72 .84 .74 Columnas B-3, B-6 Son 2 0.5 2.63 0.25 2.63 0.25 0.9 0.25 P1 P2 ALT f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 3#4L=2.85/3.18 35 2#4L=3.50 35 4#5L=1.10/1.45 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 25x25 11#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 4C/10 5C/10 2 2 .72 .84 .62 Columnas C-3, C-6 Son 2 0.5 2.63 0.25 2.63 0.25 P1 P2 ALT f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 5#4L=2.85/3.18 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 2 .72 .84 Columnas B-2, B-5 Son 2 0.5 2.63 0.25 2.63 0.25 2 0.25 P1 P2 ALT CUB f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 3#4L=2.85/3.18 35 2#4L=3.50 35 4#5L=2.20/2.55 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .72 .84 .62 Columnas C-2, C-5 Son 2 0.5 2.63 0.25 2.63 0.25 2 0.25 P1 P2 ALT CUB f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 3#4L=5.70/6.06 2#4L=6.50 35 35 5#4L=2.85/3.18 35 4#5L=2.20/2.55 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .72 .84 .74 Columna A-1 Es 1 0.5 2.63 0.25 2.63 0.25 P1 P2 ALT f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 5#4L=2.85/3.18 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 2 .72 .84 Columna B-1 Es 1 0.5 2.63 0.25 2.63 0.25 2 0.25 P1 P2 ALT CUB f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 3#4L=2.85/3.18 35 2#4L=3.50 35 4#5L=2.20/2.55 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .72 .84 .62 Columna C-7 Es 1 0.25 2.63 0.25 2 0.25 P2 ALT CUB f'c=210 35 35 8#4L=3.00/3.71 35 2#4L=3.65/4.00 35 4#5L=2.20/2.55 30x35 29#3-118(22x27) 29#3-43(23) 22 10 27 10 10 23 25x25 26#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 2 .59 Columnas A-2, A-5 Son 2 0.5 2.63 0.25 2.63 0.25 P1 P2 ALT f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 5#4L=2.85/3.18 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 2 .72 .84 Columnas A-3, A-6 Son 2 0.5 2.63 0.25 2.63 0.25 P1 P2 ALT f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 5#4L=2.85/3.18 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 2 .72 .84 Columna A-4 Es 1 0.5 2.63 0.25 2.63 0.25 P1 P2 ALT f'c=210 35 5#4L=1.15/1.50 35 5#4L=4.15/4.50 35 5#4L=5.70/6.06 35 35 5#4L=2.85/3.18 30x35 55#3-118(22x27) 55#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 10C/10 10C/10 4C/20 2 2 .72 .84 Columna A-6´ Es 1 0.5 2.63 0.25 P1 P2 f'c=210 35 35 5#4L=3.25/3.96 35 35 5#4L=3.25/3.96 30x35 29#3-118(22x27) 29#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 2 Columna B-6´ Es 1 0.5 2.63 0.25 P1 P2 f'c=210 35 35 5#4L=3.25/3.96 35 35 5#4L=3.25/3.96 30x35 29#3-118(22x27) 29#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 2 Columna C-6´ Es 1 0.5 2.63 0.25 P1 P2 f'c=210 35 35 5#4L=3.25/3.96 35 35 5#4L=3.25/3.96 30x35 29#3-118(22x27) 29#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 3 2 Columna A-7 Es 1 0.25 2.63 0.25 P2 ALT f'c=210 35 35 5#4L=3.00/3.71 35 35 5#4L=3.00/3.71 30x35 28#3-118(22x27) 28#3-43(23) 22 10 27 10 10 23 10C/10 10C/10 4C/20 2 2 Columna B-7 Es 1 0.25 2.63 0.25 2 0.25 P2 ALT CUB f'c=210 35 35 8#4L=3.00/3.71 35 2#4L=3.65/4.00 35 4#5L=2.20/2.55 30x35 28#3-118(22x27) 28#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .59 Columna C-7 Es 1 0.25 2.63 0.25 2 0.25 P2 ALT CUB f'c=210 35 35 8#4L=3.00/3.71 35 2#4L=3.65/4.00 35 4#5L=2.20/2.55 30x35 28#3-118(22x27) 28#3-43(23) 22 10 27 10 10 23 25x25 22#3-88(17x17) 17 10 17 10C/10 10C/10 4C/20 2 10C/10 10C/10 2 2 .59 Mat. No. 15140 CND DISEÑÓ: ING. BERNARDO MAYORGA G. DESPIECE DE VIGAS AÉREAS PLANO No. 00 PROYECTO: CONTENIDO: FECHA: ESCALA: ARCHIVO: DIBUJÓ: CALCULÓ: REVISÓ: MODIFICACIONES: PROPIETARIO: XXXX LOCALES Y APARTAESTUDIOS SR. GERMÁN AGRAY R. ABRIL DE 2006 A-002 INDICADA LJG BMG GERMÁN AGRAY R. Mat. No. 25202 094617 CND COLABORÓ: ING. LUIS JAVIER GÓMEZ D. VER NOTAS EN PLANO E-001

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, béton armé, building, concrete, construction, DWG, formwork, full, PLANES, porticos, Project, reinforced, reinforced concrete, resistant, schalung, stahlbeton, structural, systems