Prefabricated Slab DWG Detail for AutoCAD

Prefabricated Slab DWG Detail for AutoCAD

Design and construction details of precast slab system and mezzanines losacero for building professional associations; beam modulation, beginning of placement of vaults; placement stiffening;. Principlase detail and high beams

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

first, University of San Carlos of Guatemala, university center of the west, nelson josue barreno morales, cesar estuardo martinez avila, paulo melvin galvez galvez, architecture facuilty, integrated practice, advisor: arq. cesar tello, scale:, date:, information of the project:, observations:, flat:, architecture, structure, facilities, total:, professional colleges building, indicated, February, basement, first level, parking, income detail, third level, University of San Carlos of Guatemala, university center of the west, nelson josue barreno morales, cesar estuardo martinez avila, paulo melvin galvez galvez, architecture facuilty, integrated practice, advisor: arq. cesar tello, scale:, date:, information of the project:, observations:, flat:, architecture, structure, facilities, total:, professional colleges building, indicated, February, second level, third level, second, Fifth level, University of San Carlos of Guatemala, university center of the west, nelson josue barreno morales, cesar estuardo martinez avila, paulo melvin galvez galvez, architecture facuilty, integrated practice, advisor: arq. cesar tello, scale:, date:, information of the project:, observations:, flat:, architecture, structure, facilities, total:, professional colleges building, indicated, February, fourth level, Fifth level, fourth, architecture, cunoc, architecture, duct, H.H, s.s h., s.s m., support area, building colleges, square, club house, control box, duct installations, lift people, duct installations, lift people, ventilation well, lift people, square access, warehouse cleaning, guardian, motorcycle parking, lift truck, garbage bin, warehouse, force room, pumping tank, mechanics, retaining wall, workshop maintenance, duct, ramp pen, entry, departure, archive, s.s h., duct, H.H, duct, H.H, duct, H.H, duct, H.H, symbology, beam type, main beam form, beam type, electromall steel by temperature, electromalla, grade, bovedilla pomez, stiffening, esl., walking stick, iron no. axes of, installation pipeline, modulating start of joist, symbology, dimensions, lift capacity people, confinement of est. in, its T., its T. in remaining confinement, column, corridos, Canes, corridos, corridos, tensions, Canes, confinement of est. in, its T., confinement of est. in, beam, its T. in remaining confinement, tension, walking stick, beam, walking stick, confinement of est. in, its T., column, corridos, Canes, corridos, corridos, tensions, Canes, beam, corridos est. in remaining confinement, pomez vault, roller skate, bovedilla pomez, roller skate, roller skate, roller skate, bovedilla pomez, compression layer, column, beam projection, confinement of est. in, its T., walking stick, corridos, nerve, corridos, its T. in remaining confinement, beam, column, stiffening esl., roller skate, type column, mts., symbology, secondary beam form, dimensions, units, mts., mts., mts., slab type mp, beam, duct, Wall, vault, joist, installation pipeline, roller skate, slab type mp, sanitary, block wall, pipeline, Wall, see leaf detail, see leaf detail, symbology, beam type, main beam form, beam type, double height, see detail in current sheet, see detail, roller skate, beam, roller skate, roller skate, bovedilla pomez, grade electromotive, beam, proy

Raw text data extracted from CAD file:

PRIMER NIVEL\H0.86376x; ESC/ 1:200 UNIVERSIDAD DE SAN CARLOS DE GUATEMALA \W1.11575; CENTRO UNIVERSITARIO DE OCCIDENTE NELSON JOSUE BARRENO MORALES 200931873 CESAR ESTUARDO MARTINEZ AVILA 200518720 PAULO MELVIN GALVEZ GALVEZ 200931590 \W1.37810; FACULTAD DE ARQUITECTURA PRACTICA INTEGRADA 1 \W6.13719; ASESOR: arq. cesar tello ESCALA: FECHA: INFORMACION DEL PROYECTO: OBSERVACIONES: PLANO: ARQUITECTURA ESTRUCTURA INSTALACIONES TOTAL: \W1.51597; EDIFICIO COLEGIOS PROFESIONALES INDICADA 11 FEBRERO 2013 SOTANO PRIMER NIVEL 2\H0.66667x; \H1.5x;4 2 4 PARQUEO SOTANO\H0.86376x; ESC/ 1:200 DETALLE INGRESO SOTANO\H0.86376x; ESC/ 1:200 TERCER NIVEL \H0.86376x; ESC/ 1:200 UNIVERSIDAD DE SAN CARLOS DE GUATEMALA \W1.11575; CENTRO UNIVERSITARIO DE OCCIDENTE NELSON JOSUE BARRENO MORALES 200931873 CESAR ESTUARDO MARTINEZ AVILA 200518720 PAULO MELVIN GALVEZ GALVEZ 200931590 \W1.37810; FACULTAD DE ARQUITECTURA PRACTICA INTEGRADA 1 \W6.13719; ASESOR: arq. cesar tello ESCALA: FECHA: INFORMACION DEL PROYECTO: OBSERVACIONES: PLANO: ARQUITECTURA ESTRUCTURA INSTALACIONES TOTAL: \W1.51597; EDIFICIO COLEGIOS PROFESIONALES INDICADA 11 FEBRERO 2013 SEGUNDO NIVEL TERCER NIVEL 3\H0.66667x; \H1.5x;4 3 4 SEGUNDO NIVEL\H0.86376x; ESC/ 1:200 QUINTO NIVEL \H0.86376x; ESC/ 1:200 UNIVERSIDAD DE SAN CARLOS DE GUATEMALA \W1.11575; CENTRO UNIVERSITARIO DE OCCIDENTE NELSON JOSUE BARRENO MORALES 200931873 CESAR ESTUARDO MARTINEZ AVILA 200518720 PAULO MELVIN GALVEZ GALVEZ 200931590 \W1.37810; FACULTAD DE ARQUITECTURA PRACTICA INTEGRADA 1 \W6.13719; ASESOR: arq. cesar tello ESCALA: FECHA: INFORMACION DEL PROYECTO: OBSERVACIONES: PLANO: ARQUITECTURA ESTRUCTURA INSTALACIONES TOTAL: \W1.51597; EDIFICIO COLEGIOS PROFESIONALES INDICADA 11 FEBRERO 2013 CUARTO NIVEL QUINTO NIVEL 4\H0.66667x; \H1.5x;4 4 4 CUARTO NIVEL\H0.86376x; ESC/ 1:200 arquitectura cunoc A S E R E T E R A C L E N S I I N T A C T E M A C O C P R O B I S S U L C O N S P I A R A U C A C A R U L T E M I A A D N A O L I ARQUITECTURA DUCTO S.S H S.S M S. S. S.S H. S.S M. 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GARITA DE \W6.58260; CONTROL \W6.01532; DUCTO \W4.01647; INSTALACIONES \W6.91531; S. \W6.91531; S. \W6.91531; S. \W5.33260; ASCENSOR \W2.80554; 10 PERSONAS \W8.94987; DUCTO \W0.93570; INSTALACIONES \W8.41337; ASCENSOR \W5.88631; 10 PERSONAS \W6.66416; POZO \W6.62987; VENTILACION \W5.12378; POZO \W3.54910; VENTILACION \W7.22300; 2 \W7.26875; 1 \W7.20432; 3 \W7.23331; 4 \W7.20045; 5 \W7.20883; 6 \W7.20432; 8 \W7.20367; 9 \W7.20045; 7 \W6.76875; 11 \W6.65148; 12 \W6.64439; 13 \W6.64697; 14 \W6.63988; 15 \W6.64439; 16 \W6.64504; 17 \W6.64311; 18 \W6.64311; 18 \W6.64311; 19 \W6.71849; 20 \W6.84027; 21 \W6.72300; 22 \W6.71592; 23 \W6.71849; 24 \W6.71141; 25 \W6.71592; 26 \W5.33260; ASCENSOR \W2.80554; 10 PERSONAS \W9.56327; PLAZA \W7.88802; ACCESO \W6.71656; 27 \W6.71463; 28 \W6.71463; 29 \W6.70689; 30 \W6.82867; 31 \W6.71141; 32 \W6.71141; 32 \W6.71463; 29 \W6.70432; 33 \W6.70496; 37 \W6.70432; 36 \W6.69981; 35 \W6.70689; 34 \W6.70303; 39 \W6.70303; 38 \W6.73331; 40 \W6.85509; 41 \W6.73782; 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BASURA \W9.93657; ALMACEN \W5.45024; SALA DE \W5.56880; FUERZA \W9.29611; CISTERNA \W5.26854; BOMBEO - 5.00 - 5.00 - 5.00 - 5.00 - 5.00 \W8.85281; MECANICA \W6.87126; MURO DE \W3.36869; CONTENCION MURO DE CONTENCION \W6.87126; MURO DE \W3.36869; CONTENCION \W8.58776; TALLER \W0.25915; MANTENIMIENTO \W6.01532; DUCTO \W6.01532; DUCTO \W8.86224; RAMPA \W7.06585; 12% PEN. INGRESO \W1.67524; SALIDA A 5 L 1 ARCHIVO S. S.S H. S.S H. DUCTO S.S H S.S M S. DUCTO S.S H S.S M S. S. S. DUCTO S.S H S.S M S. S. DUCTO S.S H S.S M S. S. 5 L 5 5 5 5 5 5 .81 5 5 5 5 5 5 5 5 .52 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.10 6.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L SIMBOLOGIA VIGA TIPO 1 PLANILLA DE VIGAS PRINCIPALES DIMENSIONES\H1.3333x; 0.35m.*0.65m *10.15m VIGA TIPO 3 0.35mts.*0.65 * 3.33m 0.25m*0.15m*0.56m ELECTROMALLA ACERO POR TEMPERATURA ELECTROMALLA 6x6 8/8 GRADO 70 BOVEDILLA POMEZ UNIDADES\H1.3333x; \fAndalus|b0|i0|c0|p18; 56 12 RIGIDIZANTE 0.10*0.16 *VARIABLE 2 #3 + ESL. #2. @ 0.20 BASTON HIERRO No. 4 L/4 (ENTRE EJES DE VIGUETA) DUCTO DE INSTALACIONES VT-1 VT-3 INICIO DE MODULACION DE VIGUETA SIMBOLOGIA PLANILLA\H0.36666x; DIMENSIONES ASCENSOR CAPACIDAD 10 PERSONAS CONFINAMIENTO DE EST. # 3 EN 2.00 @ 0.10 EST. # 3 @ 0.20 5 5 5 5 5 5 5 5 2#8 2#6 2#6 2#10 Est. #3 @ 0.10m en Confinamiento y restante @ 0.20 5 5 5 9.65 5 COLUMNA C-1 COLUMNA C-1 2 #8 CORRIDOS 5 2 BASTONES #6 2 #8 CORRIDOS 5 2 #10 CORRIDOS 2 #10 CORRIDOS 2 TENSIONES #6 2 BASTONES #6 5 0.70 0.70 E 1 E 1 5 CONFINAMIENTO DE EST. # 3 EN 2.00 @ 0.10 EST. # 3 @ 0.20 CONFINAMIENTO DE EST. # 3 EN 2.00 @ 0.10 2 # 6 2 # 6 5 2.00 5 5 2 # 6 VIGA V-1 <> <> <> <> 5 5 5 5 3#6 3#6 2#6 Est. #3 @ 0.10m en Confinamiento y restante @ 0.20 TENSION # 6 BASTON # 6 5 2.00 2 # 6 \W8.31061; 2 # 6 VIGA V-1 BASTON # 6 9-1 F 1 F 1 CONFINAMIENTO DE EST. # 3 EN 2.00 @ 0.10 EST. # 3 @ 0.20 5 5 5 9.65 5 COLUMNA C-1 COLUMNA C-1 2 #8 CORRIDOS 5 2 BASTONES #6 2 #8 CORRIDOS 5 2 #10 CORRIDOS 2 #10 CORRIDOS 2 TENSIONES #6 2 BASTONES #6 5 0.70 0.70 VIGA VS-2 8 # 6 CORRIDOS + Est. #3 @ 0.10m en Confinamiento y restante @ 0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BOVEDILLA DE POMEZ 5 5 5 5 5 5 5 5 5 5 5 PATIN P25 L 5.10 PATIN P20 L 5.10 PATIN P20 L 5.10 BOVEDILLA POMEZ <> PATIN P20 L 5.10 PATIN P25 L 5.10 VS-1 5 5 5 5 5 5 5 5 5 0.175 5 5 5 5 PATIN P25 L 5.10 5 PATIN P25 L 5.10 BOVEDILLA POMEZ BOVEDILLA POMEZ 5 0.56 5 5 5 5 CAPA DE COMPRESION VT-1 COLUMNA T-1 PROYECCION DE VIGA 5 0.05 0.05 5 5 5 5 5 \W1.19048; CONFINAMIENTO \W1.19048; DE EST. # 3 \W1.19048; EN 0.80 @ 0.10 EST. # 3 @ 0.20 1 BASTON \W5.33333; #7 \W2.42857; 2 #10 CORRIDOS NERVIO \W2.42857; 2 #10 CORRIDOS 5 5 5 5 5 5 5 5 2#10 2#7 2#10 Est. #3 @ 0.10m en Confinamiento y restante @ 0.20 VIGA V-1 COLUMNA C-1 COLUMNA C-1 1.65 1.65 5 RIGIDIZANTE 2 #3 + ESL. #2 @ 0.20 5 5 5 5 3.08 1.54 1.54 0.05 5 5 3.50 5 5 5 5 5 PATIN P20 L 5.10 PATIN P25 L 5.10 COLUMNA TIPO 1 VS-1 0.25 *0.50*10.15 MTS. SIMBOLOGIA PLANILLA DE VIGAS SECUNDARIAS \fAndalus|b0|i0|c0|p18; DIMENSIONES UNIDADES VS-2 VS-3 25 2 2 0.25*0.50*5.80 MTS. 0.25*0.50.*4.85 MTS. VS-4 4 0.20*0.30.*3.50 MTS. VS-5 0.20*0.30.*2.34 MTS. 2 5 5 5 TIPO DE LOSA MP 20-45 TIPO DE LOSA MP 20-45 TIPO DE LOSA MP 20-45 TIPO DE LOSA MP 20-45 VIGA V-1 VIGA VS-9 VIGA VS-4 DUCTO MURO MURO MURO BOVEDILLA VIGUETA DUCTO DE INSTALACIONES PATIN P20 L 5.10 TIPO DE LOSA MP 20-45 SANITARIO MURO DE BLOCK 0.14m*0.19m*0.39m 5 5 TUBERIA MURO 5 VER DETALLE 27 EN HOJA 7 5 0.05 0.05 4.35 5 5 5 5 5 VER DETALLE 14 EN HOJA 6 SIMBOLOGIA VIGA TIPO 1 PLANILLA DE VIGAS PRINCIPALES DIMENSIONES\H1.3333x; 0.35m.*0.65m *10.15m VIGA TIPO 3 0.35mts.*0.65 * 3.34m UNIDADES\H1.3333x; \fAndalus|b0|i0|c0|p18; 37 12 VT-1 VT-3 5 DOBLE ALTURA VER DETALLE 21 EN HOJA ACTUAL 3.30 3.30 3.30 5 5 5 3.30 3.30 VER DETALLE 1 PATIN P20 L 5.10 VIGA VS-1 5 5 5 5 5 0.175 0.05 0.05 5 5 5 5 PATIN P20 L 5.10 5 PATIN P20 L 5.10 BOVEDILLA POMEZ 5 0.31 5 5 5 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 VIGA VT-1 PROYECCION DE COLUMNA T-1 PROYECCION DE VIGA VT-1 5 TIPO DE LOSA MP 20-45 5 5 BOVEDILLA MONOPORT CAPA DE COMPRESION CONCRETO PRECOLADO \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 BOVEDILLA POMEZ VER DETALLE 2 5 5 5 5 CAPA DE COMPRESION CONCRETO PRECOLADO \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 VER DETALLE 3 CAPA DE COMPRESION CONCRETO PRECOLADO BOVEDILLA POMEZ VER DETALLE 25 EN HOJA 7 VER DETALLE 6 PROYECCION DE VIGA VT-3 VIGA VS-1 PROYECCION DE VIGA VT-1 \W8.69845; BASTON # 4 L/4 \W8.69845; BASTON # 4 L/4 CAPA DE COMPRESION CONCRETO PRECOLADO BOVEDILLA POMEZ CAPA DE COMPRESION CONCRETO PRECOLADO \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 VIGA VT-1 \W8.69845; BASTON # 4 L/4 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 5 5 5 5 5 5 5 \W6.80231; ARMADO \W9.04188; 2 #3 + ESL. #2 @ 0.20 VER DETALLE 30 EN HOJA 8 VER DETALLE 24 EN HOJA VER DETALLE 23 EN HOJA 7 5 5 5 BOVEDILLA MONOPORT 1.22m*0.15m*CARIABLE VER DETALLE 28 EN HOJA 8 5 5 5 5 PATIN P20 L 5.10 5 PATIN P20 L 5.10 BOVEDILLA POMEZ 5 5 5 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 VIGA VT-1 PROYECCION DE COLUMNA T-1 PROYECCION DE VIGA VT-1 5 TIPO DE LOSA MP 20-45 5 BOVEDILLA MONOPORT CAPA DE COMPRESION CONCRETO PRECOLADO \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 BOVEDILLA POMEZ VER DETALLE 4 PATIN P20 L 5.10 5 5 5 MURO DE BLOCK 0.14m*0.19m*0.39m 5 5 1.45 5 5 MURO DE BLOCK 0.14m*0.19m*0.39m VT-1 5 5 5 5 PATIN P20 L 5.10 PATIN P20 L 5.10 5 5 5 5 0.175 RIGIDIZANTE 2 #3 + ESL. #2 @ 0.20 RIGIDIZANTE 2 #3 + ESL. #2 @ 0.20 \W8.69845; BASTON # 4 L/4 \W8.69845; BASTON # 4 L/4 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 CAPA DE COMPRESION CONCRETO PRECOLADO VIGA VS-1 VIGA VS-3 VIGA VT-1 \W8.69845; BASTON # 4 L/4 \W8.69845; BASTON # 4 L/4 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 CAPA DE COMPRESION CONCRETO PRECOLADO VER DETALLE 26 EN HOJA 7 \W8.69845; BASTON # 4 L/4 \W8.69845; BASTON # 4 L/4 \W8.69845; BASTON # 4 L/4 RIGIDIZANTE 2 #3 + ESL. #2 @ 0.20 RIGIDIZANTE 2 #3 + ESL. #2 @ 0.20 CAPA DE COMPRESION CONCRETO PRECOLADO PROYECCION DE VIGA VT-1 PROYECCION DE COLUMNA T-1 PROYECCION DE COLUMNA T-1 PROYECCION DE COLUMNA T-1 PROYECCION DE COLUMNA T-1 VIGA VT-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.05 5 .05 .05 5 0.05 5 5 5 5 5 5 5 LAMINA DE 91.44cm*3.38m LONG. 0.18m*0.30m*VARIABLE VER DETALLE 22 EN HOJA 7 VER DETALLE 20 EN HOJA ACTUAL \W9.73711; BOVEDILLA \W9.72938; POMEZ \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 \W9.63273; PATIN P20 VER DETALLE 32 EN HOJA 8 VER DETALLE 33 EN HOJA 8 PERALTE TERMINADO 20cm. BOVEDILLA DE 15cm. CASIFICACION DE VIGUETAS 5 5 5 SISTEMA DE LOSACERO (CONCRETO + LAMINA ACANALADA +MALLA ELECTROSOLDADA) PATIN P20 L5.10 PATIN P20 L6.55 PATIN P20 L4.50 PATIN P2O L4.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MOLDURA FRONTERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIN P2O L3.25 LONG. BASTON L/4 PATIN P2O L2.25 d DE LA ARMADURA TIPO SEPARACION DE RIGIDIZANTES 1.60m 1.25m 1.13m 1.05m 0.60m 0.78m 6.20mm 6.20mm 6.20mm 6.20mm 6.20mm 6.20mm 1.60m 1.65m 1.45m 2.05m 1.54m 1.16m VER CORTE D-1 EN HOJA 3 5 5 5 5 5 \W9.61018; LAMINA ACANALADA ACERO GALVANIZADO 5 5 5 5 5 PATIN P25 L 5.10 5 0.31 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 PROYECCION DE COLUMNA T-1 PROYECCION DE VIGA VT-1 TIPO DE LOSA MP 20-45 5 5 BOVEDILLA MONOPORT CAPA DE COMPRESION CONCRETO PRECOLADO \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 BOVEDILLA POMEZ VIGA VT-1 \W8.46521; ANCHO EFECTIVO 91.44 CMS \W9.99678; LAMINA ACANALADA \W8.05000; ACERO ESTRUCTURAL \W8.01186; GALVANIZADO \W8.48351; ESTRUCTURA SOPORTE \W8.53711; VIGA I TIPO 1 \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 CAPA DE COMPRESION CONCRETO PRECOLADO (36") (2 1/2") 5 5 5 5 5 5 5 5 5 \W9.73969; LAMINA ACANALADA \W9.80541; ACERO GALVANIZADO MOLDURA FRONTERA CONCRETO PRECOLADO \W8.72938; MOLDURA \W8.82088; TAPA \W8.48351; ESTRUCTURA SOPORTE \W8.53711; VIGA I TIPO 1 \W6.69330; SOPORTE \W6.68814; CONCRETO SOPORTE CONCRETO \W8.48351; ESTRUCTURA SOPORTE \W8.53711; VIGA I TIPO 1 \W8.48351; ESTRUCTURA SOPORTE \W8.53711; VIGA I TIPO 1 \W8.48351; ESTRUCTURA SOPORTE \W8.53711; VIGA I TIPO 1 CONCRETO PRECOLADO 5 5 5 5 5 5 5 5 5 5 \W9.73969; LAMINA ACANALADA \W9.80541; ACERO GALVANIZADO \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 MOLDURA FRONTERA \W8.72938; MOLDURA \W8.82088; TAPA <> <> <> <> <> <> \W8.17268; ELECTROMALLA 6x6 8/8 \W8.19124; GRADO 70 \W9.73969; LAMINA ACANALADA \W9.80541; ACERO GALVANIZADO \W8.48351; ESTRUCTURA SOPORTE \W8.53711; VIGA I TIPO 1 (2") (3") (6") (2") (1 1/2") (1 1/2") CONECTORES, PERNOS DE 19mm DE DIAMETRO *100mm DE LARGO CON CABEZA ESTRUCTURA VIGA I \W8.68996; PUBLICO UNIVERSIDAD DE SAN CARLOS DE GUATEMALA \W1.11575; CENTRO UNIVERSITARIO DE OCCIDENTE NELSON JOSUE BARRENO MORALES 200931873 CESAR ESTUARDO MARTINEZ AVILA 200518720 PAULO MELVIN GALVEZ GALVEZ 200931590 \W1.37810; FACULTAD DE ARQUITECTURA PRACTICA INTEGRADA 1 \W6.13719; ASESOR: arq. cesar tello ESCALA: FECHA: INFORMACION DEL PROYECTO: OBSERVACIONES: PLANO: ARQUITECTURA ESTRUCTURA INSTALACIONES TOTAL: \W1.51597; EDIFICIO COLEGIOS PROFESIONALES INDICADA 11 DE MARZO 2013 6 8 LOSA PREFABRICADA DETALLES SEGUNDO NIVEL UNIVERSIDAD DE SAN CARLOS DE GUATEMALA \W1.11575; CENTRO UNIVERSITARIO DE OCCIDENTE NELSON JOSUE BARRENO MORALES 200931873 CESAR ESTUARDO MARTINEZ AVILA 200518720 PAULO MELVIN GALVEZ GALVEZ 200931590 \W1.37810; FACULTAD DE ARQUITECTURA PRACTICA INTEGRADA 1 \W6.13719; ASESOR: arq. cesar tello ESCALA: FECHA: INFORMACION DEL PROYECTO: OBSERVACIONES: PLANO: ARQUITECTURA ESTRUCTURA INSTALACIONES TOTAL: \W1.51597; EDIFICIO COLEGIOS PROFESIONALES INDICADA 11 DE MARZO 2013 7 8 DETALLES VIGUETA Y BOVEDLLA SEGUNDO NIVEL SEGUNDO NIVEL ESC/ 1:125 PLANTA DE LOSA DE VIGUETA Y BOVEDILLA MODULACION TIPICA DE VIGUETA Y BOVEDILLA ESC 1:10 DETALLE No. 21 MONTAJE DE BOVEDILLA MONOPORT A VT-1 ESC 1:10 DETALLE No 24 MONTAJE VIGUETA Y BOVEDILLA MONOPORT A VIGA VT-1 DETALLE No 23 MONTAJE VIGUETA Y BOVEDILLA A VIGA VT-1 Y VIGA VS-2 DETALLE No 19 ELEMENTOS ESTRUCTURALES VIGUETA Y BOVEDILLA DETALLE No 18 ARMADO DE RIGIDIZANTE DETALLE No 20 ESC 1:10 ACERO DE REFUERZO, RIGIDIZANTE Y BASTONES, VIGAS VS-1 Y VIGA VT-1 DETALLE No 22 ESC 1:5 ESC 1:10 ESC 1:100 ESC 1:10 UNIVERSIDAD DE SAN CARLOS DE GUATEMALA \W1.11575; CENTRO UNIVERSITARIO DE OCCIDENTE NELSON JOSUE BARRENO MORALES 200931873 CESAR ESTUARDO MARTINEZ AVILA 200518720 PAULO MELVIN GALVEZ GALVEZ 200931590 \W1.37810; FACULTAD DE ARQUITECTURA PRACTICA INTEGRADA 1 \W6.13719; ASESOR: arq. cesar tello ESCALA: FECHA: INFORMACION DEL PROYECTO: OBSERVACIONES: PLANO: ARQUITECTURA ESTRUCTURA INSTALACIONES TOTAL: \W1.51597; EDIFICIO COLEGIOS PROFESIONALES INDICADA 11 DE MARZO 2013 8 8 DETALLES VIGUETA Y BOVEDLLA LOSACERO SEGUNDO NIVEL INICIO DE MODULACION Y MONTAJE DE VIGUETA A VIGA VT-1 ESC 1:10 DETALLE No 25 MONTAJE DE VIGUETAS A VIGA VS-1 ESC 1:10 DETALLE No 27 MONTAJE DE VIGUETAS A VIGA VT-1 ESC 1:10 DETALLE No 26 CAPA DE SELECTO EN BAÑOS, MONTAJE DE VIGUETA A VIGAS VS-3 Y VIGA VT-1 ESC 1:10 DETALLE No 28 ELEMENTOS ESTRUCTURALE DE LA LOSACERO ESC 1:15 DETALLE No 29 MONTAJE DEL SISTEMA LOSACERO A VIGA VT-1 ESC 1:10 DETALLE No 30 DIMENSIONES DE LOSACERO CALIBRE 20 UNIDAD DE LAMINA GALVANIZADA ESC 1:10 DETALLE No 31 ANCLAJE DE LOSACERO A VIGAS I, DISTRIBUCION A CADA O.90m ESC 1:10 DETALLE No 32 MOLDURAS METALICAS, MOLDURA FRONTERA Y MOLDURA TAPA ESC 1:5 DETALLE No 33

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	autocad, barn, building, construction, cover, dach, Design, DETAIL, details, DWG, hangar, lagerschuppen, losacero, mezzanines, precast, prefabricated, professional, roof, shed, slab, structure, system, terrasse, toit