Anchor Slab DWG Detail for AutoCAD

Solumn-slab metal convintec – Details

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

metal sheet consisting of perlines of, racing welding, welded reinforcing steel beam, Reinforced welded metal beam, metal sheet consisting of perlines of, continuous armature electrowelded wire galvanized steel lime. high panel resistance, thick concrete, racing welding, welding, panels, panels, panels, packages of lam lam mts of high smooth, laja, rolls, panels, ang tee, sheets, tee, sheets, heaven, colonial, additives, tee angles, tee, rustic, grocer, stowage of, ang tee, tee, lam, pyramid, rustic, packs of lam lam mts of high laminates, lam, sheets of, stowage of, sheets of, laja, heaven, colonial, coating additives, frames, stowage of, ang tee, tee, mesh, rustic, packs of lam lam mts of high laminates, sheets of, stowage of, sheets of, coating additives, frames, lam, heaven, laja, colonial, plant arq. existing high, without esc., plant arq. low existing, without esc., spiral staircase, H.H. ladies, of joining between the metal beam, metal sheet consisting of perlines of, racing welding, welded reinforcing steel beam, metal sheet consisting of perlines of, thick concrete, racing welding, welding, of existing column, remove polystyrene, the same length of sidewalk, Reinforced Mooring Reinforcement Panel, Reinforced welded metal beam, of joining between the metal beam, thick concrete, existing metal column of, existing metal beam, racing welding, welding, metal column, finished panel thickness mm

Raw text data extracted from CAD file:

\A1;6.10 \A1;7.00 \A1;1.00 \A1;5.49 \A1;1.22 \A1;1.22 \A1;7.00 \A1;4.88 \A1;3.12 \A1;1.22 \A1;1.22 \A1;1.22 \A1;0.25 \A1;1.00 \A1;0.67 \A1;0.62 \A1;2.44 \A1;0.25 \A1;6.00 \A1;0.25 \A1;1.22 \A1;1.06 \A1;4.27 \A1;5.35 \A1;6.71 \A1;1.99 \A1;4.00 \A1;8.00 \A1;1.52 \A1;0.92 \A1;2.44 \A1;1.22 \A1;1.33 \A1;1.85 \A1;2.41 \A1;7.82 \A1;6.00 \A1;4.27 \A1;1.99 \A1;4.88 \A1;2.44 \A1;0.25 \A1;0.25 \A1;1.22 \A1;1.06 \A1;5.35 \A1;6.71 \A1;4.00 \A1;8.00 \A1;1.52 \A1;0.92 \A1;2.44 \A1;1.22 \A1;1.33 \A1;1.85 \A1;2.41 \A1;7.82 \A1;3.12 \A1;0.61 \A1;2.44 \A1;2.31 s \A1;1.10 \A1;3.00 0.1000000000000227 5 \A1;VIGA METALICA CONFORMADA POR \A1;CAJA DE PERLINES DE 2"X4"X\A1;\S1/8;" 8"X2" X 3/16 E-6012-1/8 SOLDADURA CORRIDA \A1;ACERO DE REFUERZO DE 1/2" SOLDADO A VIGA METALICA \A1;ACERO DE REFUERZO DE 1/2" SOLDADA A VIGA METALICA \A1;VIGA METALICA CONFORMADA POR \A1;CAJA DE PERLINES DE 2"X4"X\A1;\S1/8;\A1;" ARMADURA CONTINUA ELECTROSOLDADA DE ALAMBRE E ACERO GALVANIZADO CAL. 14 DE ALTA ESISTENCIA DE PANEL COVINTEC-HOPSA \A1;CAPA DE CONCRETO DE 1 \S1/2;" DE ESPESOR 8"X2" X 3/16 E-6012-1/8 SOLDADURA CORRIDA 5 0.25 5 5 5 5 5 \A1; 2" DE SOLDADURA @12" \A1; 2" DE SOLDADURA @12" \A1;0.100 \A1;0.100 \A1;0.100 \A1;1.400 \A1;0.250 \A1;0.150 \A1;0.200 \A1;0.050 \A1;0.100 \A1;0.100 \A1;0.100 \A1;1.400 \A1;0.250 \A1;0.150 \A1;0.200 \A1;0.050 \A1;0.100 \A1;0.100 \A1;0.050 \A1;0.300 \A1;0.300 \A1;1.800 \A1;0.100 \A1;0.500 \A1;0.200 \A1;0.100 \A1;0.100 \A1;0.500 5 80 paneles de 3" 80 paneles de 3" 80 paneles de 3" 5 90 paneles de 3" 5 90 paneles de 3" 90 paneles de 3" 6 paquetes de 25 lam =300 lam = 3 mts de alto 1800 lisas 5 300 LAJA 5 5 5 47 rollos AP3 35 rollos AP5 22 rollos AP10 5 5 5 5 5 87 paneles de 3" 90 paneles de 3" Ang 10' Tee 12' 25 laminas 3/4" Tee 4' 5 30 Laminas 1" 15 Laminas 2" 10 Laminas 3" 7 Laminas 4" 300 CIELO 300 COLONIAL Aditivos Angulos 10' y Tee de 12' Tee de4' AP5 RUSTIC 5 5 5 AP10 BODEGUERO 5 5 2 estibas de 25= 50 de 3" Ang 10' Tee 12' Tee 4' 24 Lam de 1" 300 PIRAMIDE 5 5 5 5 40 AP10 72 AP5 112 AP3 36 RUSTIC 6 paquetes de 25 lam =300 lam = 3 mts de alto 2100 LAMINAS LISAS 5 5 5 5 5 5 5 5 5 5 5 24 Lam de 1" \W4.69650; 24 Laminas de 2" 16 Laminas de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 5 5 12 Laminas de 4" 300 LAJA 300 CIELO 600 COLONIAL REVESTIRENO Y ADITIVOS MOLDURAS 5 5 5 5 5 2 estibas de 25= 50 de 3" Ang 10' Tee 12' Tee 4' Mallas de 8' 5 5 5 5 40 AP10 72 AP5 112 AP3 36 RUSTIC 6 paquetes de 25 lam =300 lam = 3 mts de alto 2100 LAMINAS LISAS 5 5 5 5 5 5 5 5 5 5 5 \W4.69650; 24 Laminas de 2" 16 Laminas de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 2 estibas de 25= 50 de 3" 5 5 12 Laminas de 4" REVESTIRENO Y ADITIVOS MOLDURAS 5 5 48 Lam de 1" 5 300 CIELO 300 LAJA 300 COLONIAL 5 PLANTA ARQ. ALTA EXISTENTE Sin Esc. PLANTA ARQ. BAJA EXISTENTE Sin Esc. \W8.27804; ESCALERA DE \W8.27804; CARACOL \W8.27804; ESCALERA DE \W8.27804; CARACOL 5 S.S. DAMAS P \C5;DETALLE DE UNION ENTRE LOSA Y VIGA METALICA \A1;3.00 MT 5 5 \A1;VIGA METALICA CONFORMADA POR \A1;CAJA DE PERLINES DE 2"X4"X\A1;\S1/8;" 8"X2" X 3/16 E-6012-1/8 SOLDADURA CORRIDA \A1;ACERO DE REFUERZO DE 3/8" SOLDADO A VIGA METALICA @0.30 M \A1;VIGA METALICA CONFORMADA POR \A1;CAJA DE PERLINES DE 2"X4"X\A1;\S1/8;" \A1;CAPA DE CONCRETO DE 1 \S1/2;" DE ESPESOR 8"X2" X 3/16 E-6012-1/8 SOLDADURA CORRIDA 5 5 5 5 5 5 5 \A1; 2" DE SOLDADURA @12" \A1; 2" DE SOLDADURA @12" \A1; \A1;PROYECCION DE COLUMNA EXISTENTE \A1;PROYECCION DE COLUMNA \A1; EXISTENTE 5 5 5 \A1;2.00 \A1;NO RETIRAR POLIESTIRENO \A1;LOSA DEL MISMO LARGO DE ACERA l=1.40 M \A1;ACERO DE REFUERZO DE 3/8" AMARRADO A ARMADURA DEL PANEL COVINTEC-HOPSA \A1;ACERO DE REFUERZO DE 3/8" SOLDADA A VIGA METALICA \A1;ACERO DE REFUERZO DE 3/8" SOLDADA A VIGA METALICA \C5;DETALLE DE UNION ENTRE LOSA Y VIGA METALICA \A1;CAPA DE CONCRETO DE 1\S1/2;" DE ESPESOR COLUMNA METALICA EXISTENTE DE 0.2X0.25 5 5 5 5 5 5 \A1;3.00 \A1;0.075 VIGA METALICA EXISTENTE 8"X2" X 3/16 E-6012-1/8 SOLDADURA CORRIDA \W7.57143; \A1; 2" DE SOLDADURA \W7.57143; \A1; @12" 5 COLUMNA METALICA DE4"X8" \A1;MONTAJE Y PANEL TERMINADO \A1;CON ESPESOR DE 8.5 mm

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	anchor, autocad, barn, cover, dach, DETAIL, details, DWG, hangar, lagerschuppen, metal, roof, shed, slab, structure, terrasse, toit