Steel Building DWG Detail for AutoCAD

BUILDING CONSTRUCTION DETAILS losacero – STRUCTURAL PLANT – CONSTRUCTION DETAILS

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

corporate building, projects semester, perez castro denisse paola, av. revolution df., cabbage. tlacopac, josé maría teresa, av. revolution, Sofia, boker, cabbage. tlacopac, Jose Ma. Teresa, av. revolution, ma Louise, Saint Charles, cars, av. revolution, tax areas, av. revolution, floor type underground parking, av. revolution, floor type building, welded Mesh, concrete f’c: kg, the lime scale., welded Mesh, concrete f’c: kg, the lime scale., workshop:, localization map, corporate building levels, project’s name:, name of the map:, student’s name:, name of proofreaders:, type of plane:, do not. of plan:, Notes:, graphic scale:, esc., structural plan losacero, localization map, corporate building levels, project’s name:, name of the map:, student’s name:, name of proofreaders:, type of plane:, do not. of plan:, Notes:, graphic scale:, esc., structural plan losacero, detail of parking gates, detail of floor plan type of building, valley pins, the section caliber section, mesh, anchor detail of losacero slab, concrete, the caliber gauge, lock metal, mm diameter mm, connectors:, head length, detail of losacero trab, column detail, pend, valley pins, the section caliber section, lock metal profile ipr mm, grout nm, license plate, spancrete, mesh, column type ipr mm, galvanized steel pendant, plasterboard with tied with galvanized wire, load channel each cm channel for distribution of each cm, flexible material, hollow block, enclosure chain, concrete, the caliber gauge, lock metal, mm diameter mm, connectors:, head length, detail of losacero trab

Raw text data extracted from CAD file:

11,13 11,12 10 10 6,23 2,03 2,03 2,03 2,25 2,32 2,09 2,09 2,09 2,32 2,44 2,22 2,22 2,22 2,45 10,58 10,93 11,55 11,05 0,54 11,12 10 10 0,93 6,23 0,4 0,4 51,1 35 51,1 O C . D A . X E M I N O V T O . L O N I A A . M I . A C . D A N I S I E R V D . T I V P O R . A H L A . R A B I P . E S E L R A Z A R V N M EDIFICIO CORPORATIVO PROYECTOS V SEMESTRE PÉREZ CASTRO DENISSE PAOLA AV. REVOLUCIÓN #1397, DF. Col. Tlacopac José María Teresa AV. REVOLUCIÓN 1397 Sofía BOKER 2,03 2,03 2,03 2,32 2,09 2,09 2,09 2,32 2,44 2,22 2,22 2,22 10,58 2,25 2,45 10,93 11,55 33,53 11,12 11,05 0,54 10 10 0,93 6,23 0,4 0,4 51,1 11,12 10 10 11,5 2,18 2,18 2,18 2,18 2,18 10 2,35 2,35 2,35 2,35 11,55 2,19 2,19 2,19 2,19 2,19 2,82 3,8 10,58 10,93 11,55 2,03 2,03 2,03 2,03 2,03 2,09 2,09 2,09 2,09 2,21 2,21 2,21 2,21 2,03 Col. Tlacopac Jose Ma. Teresa AV. REVOLUCIÓN 1543 Ma. Luisa San Carlos 2,03 0,91 0,43 0,13 0,52 0,22 0,27 0,05 30 autos AV. REVOLUCIÓN Áreas Tributarias AV. REVOLUCIÓN Planta Tipo de Estacionamiento subterráneo AV. REVOLUCIÓN Planta tipo de Edificio 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Malla Electrosoldada 6-6 / 8-8 Concreto F’C: 250 kg Losacero cal. 22 T1 T1 T2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T3 T2 T3 T9 T10 T11 5 5 5 5 5 5 5 5 5 5 T9 T10 T11 T12 T13 T14 T5 T6 T7 T5 T6 T7 T8 T8 T8 T8 T4 T4 T4 T9 T10 T11 T9 T10 T11 T12 T12 T12 T13 T13 T13 T14 T14 T14 v1 v1 v1 v1 v1 v1 v1 v1 v1 v1 v1 v1 v2 v2 v2 v2 v2 v2 v2 v2 v2 v2 v2 v2 v3 v3 v3 v3 v3 v3 v3 v3 v4 v4 v4 v5 v5 v6 v6 v6 v6 v6 v6 v6 v6 v7 v7 v7 v8 v8 v8 v8 v8 v8 v8 v8 v8 v8 v8 Malla Electrosoldada 6-6 / 8-8 Concreto F’C: 250 kg Losacero cal. 22 T10 T11 5 5 5 T9 T10 T11 T13 T14 T9 T10 T11 T9 T10 T11 T12 T12 T13 T13 T13 T14 T14 T14 v3 v3 v3 v3 v3 v3 v3 v3 v4 v4 v4 v5 v5 v6 v6 v6 v6 v6 v6 v6 v6 v7 v7 v7 v8 v8 v8 v8 v8 v8 v8 v8 v8 v8 v8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2,21 2,09 5 T9 T12 T12 T4 75.3 cm 26.5 cm 37mm \A1;762mm x 147.4 kg/m \W8.31588; \A1;T1 77.9 cm 38.2 cm 49mm \A1;762mm x 284.1 kg/m \W8.08134; \A1;T2 83.5 cm 29.2 cm 40mm \A1;838mm x 175.7 kg/m \W8.06717; \A1;T3 83.5 cm 29.2 cm 40mm \A1;838mm x 175.7 kg/m \W8.07232; \A1;T4 75.3 cm 26.5 cm 37mm \A1;762mm x 147.4 kg/m \W8.05815; \A1;T5 77.9 cm 38.2 cm 49mm \A1;762mm x 284.1 kg/m \W8.06717; \A1;T6 83.5 cm 29.2 cm 40mm \A1;838mm x 175.7 kg/m \W8.06846; \A1;T7 45 cm 15.2 cm 29mm \A1;457mm x 52.2 kg/m \W8.06459; \A1;T8 70.6 cm 35.8 cm 48mm \A1;686mm x 264.9 kg/m \W7.07232; \A1;T10 83.5 cm 29.2 cm 40mm \A1;838mm x 175.7 kg/m \W7.08134; \A1;T12 83.5 cm 29.2 cm 40mm \A1;838mm x 175.7 kg/m \W8.06459; \A1;T9 83.5 cm 29.2 cm 40mm \A1;838mm x 175.7 kg/m \W7.31588; \A1;T11 70.6 cm 35.8 cm 48mm \A1;686mm x 264.9 kg/m \W7.06717; \A1;T13 70.6 cm 35.8 cm 48mm \A1;686mm x 264.9 kg/m \W7.07232; \A1;T14 N Taller: CROQUIS DE LOCALIZACIÓN \W0.62350; EDIFICIO CORPORATIVO \W0.62350; 10 niveles Nombre del proyecto: Nombre del plano: Nombre del alumno: E-01 Nombre de correctores: 01 Tipo de plano: No. de plano: Notas: Escala Gráfica: \W2.29276; ESC. \W2.29276; 1:125 \W2.55207; Plano Estructural \W2.55207; Losacero N CROQUIS DE LOCALIZACIÓN \W0.62350; EDIFICIO CORPORATIVO \W0.62350; 10 niveles Nombre del proyecto: Nombre del plano: Nombre del alumno: E-01 Nombre de correctores: 01 Tipo de plano: No. de plano: Notas: Escala Gráfica: \W2.29276; ESC. \W2.29276; 1:125 \W2.55207; Plano Estructural \W2.55207; Losacero DETALLE DE TRABES DE ESTACIONAMIENTO DETALLE DE TRABES DE PLANTA TIPO DE EDIFICIO \W0.33611; Pernos O= 3/4 (tipo Nelson) \W0.33611; 2 valles \W0.25425; Losacero sección \W0.25425; 4 \W0.25425; calibre 22 \W4.95178; Malla \W4.95178; electrosoldada\W4.95178; 6-6/8-8 \W5.35654; C-1 \W5.97558; T4 \W5.52320; T-1 DETALLE DE ANCLAJE LOSA DE LOSACERO CONCRETO F’C= 250KG LOSACERO CALIBRE 22 TRABE METALICA 19 mm DE DIAMETRO x 100 mm DE CONECTORES: PERNOS DE LONGITUD CON CABEZA DETALLE DE LOSACERO Y TRABE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C21 C22 C23 C24 C13 C14 C15 C16 C17 C18 C19 C20 C25 C26 C27 C28 C29 C30 C31 C32 C21 C22 C23 C24 C17 C18 C19 C20 C25 C26 C27 C28 C29 C30 C31 C32 5 DETALLE DE COLUMNAS 15.2 cm 15.2cm 16mm \A1;152mm x 22.4 kg/m \W3.81174; \A1;C1, C5, C10, C11, C14, C15, C17, C20, C 29 Y C32 \A1;6″ X 15 lb/ft 16.2 cm 15.4cm 21mm \A1;152mm x 37.2 kg/m \W2.24731; \A1;C2, C3, C6, C7, C18, C19, C21, C24, C25, C30 Y C31 \A1;6″ X 25 lb/ft 10.6 cm 10.3cm 17mm \A1;102mm x 19.4 kg/m \W4.63581; \A1;C4, C8, C9, C12, C13, C16 \A1;4″ X 13 lb/ft 20.3 cm 20.3cm 24mm \A1;203mm x 46.2 kg/m \W4.34076; \A1;C22, C23, C26, C27 \A1;8″ X 31 lb/ft 20.5 cm 16.6cm 24mm \A1;203mm x 41.8 kg/m \W6.08997; \A1;C28 \A1;8″ X 28 lb/ft PEND 3% \W0.62232; Pernos O= 3/4 (tipo Nelson) \W0.62232; 2 valles \W2.45593; Losacero sección 4 \W2.45593; calibre 22 \W0.40285; Trabe Metálica perfil \W0.40285; IPR 686 mm x \W0.40285; 264.9 kg/m Grout NM 0,05 0,05 2/3 Placa Spancrete \W5.39370; Malla \W5.39370; electrosoldada\W5.39370; 6-6/8-8 \W1.26704; Columna Tipo IPR \W1.26704; 762 mm x 147.4 \W1.26704; kg/m COLGANTE DE ACERO GALVANIZADO #16 TELA YESERA #800 CON 1.5CM DE YESO, AMARRADA CON ALAMBRE GALVANIZADO #18 Canaleta de carga \S3/4;” a cada 30 cm y canaleta para distribucion de \FArial Narrow;\H0.70021x;\S1/2;”a cada 40 cm Material Flexible Block hueco Cadena de cerramiento CONCRETO F’C= 250KG LOSACERO CALIBRE 22 TRABE METALICA 19 mm DE DIAMETRO x 100 mm DE CONECTORES: PERNOS DE LONGITUD CON CABEZA DETALLE DE LOSACERO Y TRABE 5 5 5 5 5 5 5