Steel Structure Office DWG Section for AutoCAD

Steel Structure Office DWG Section for AutoCAD

Office`s structure in section and different connections used

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

General notes:, to”, roof structural plant, esc, esc, go mm, go mm, go mm, sections trabes, to”, structural floor mezzanine, esc, esc, go mm, stringer section, esc, go mm, go mm, sections columns, esc, mm mm, windbreaker section, to”, elevation frame, esc, elevation frame, esc, galvadeck cal. Similary, Limit slab, framework, elevation frame, esc, elevation frame, esc, framework, welded Mesh, slab detail, esc, galvadeck cal., Connection, esc, Connection, esc, Connection, esc, Connection, esc, Connection, esc, parapet detail, esc, guide wall, guide wall, detail stiffening walls, esc, guide wall, guide wall, plant, license plate, license plate, windbreaker detail, esc, plant, elevation, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, of stiffening, see details, hollow partition wall, elevation frame, esc, galvadeck cal. Similary, slab system, galvadeck cal. Similary, slab system, license plate, stiffener, galvadeck cal. Similary, slab system, Connection, esc, license plate, stiffener, Connection, esc, license plate, stiffener, it should be full, steel column septum, the slack between pieces, with the mixture used for, paste the partition., see detail of, inner reinforcement, of walls, license plate, stiffener, license plate, stiffener, waterproofing, filling, galvadeck cal. Similary, slab system, Counteract concrete slab., the height of the wall, in all, mix filling, reinforcement detail, esc, interior of walls, detail of shear connectors, esc, max cm, soldiers all the stringers, axle shafts, of stiffening, see details, hollow partition wall, except those indicated in other units., dimensions in centimeters in levels, concrete class f’c weight, minimum volumetric, hard grade steel with minimum yield strength, f and except the reinforcement that, all the longitudinal rods should, It will be structural grade with minimum, overlap to anchor in the element of, extreme support in a length of times the, should not overlap the reinforcement, in the same direction., free coatings when indicated, other, shoes, dices, contratrabes, chains, Do not take the dimensions., for general dimensions details, consult the architectural plans, corresponding in case of discrepancy with, the structural ones request clarification to the, designer of the structure., you can not modify the dimensions or, armed with the structural elements without, written authorization from the designer of the, structure., diameter of the rod., structural steel, all welds will be with electrode, castles, framework, shear connectors, see detail of, foresee their anchoring in, Counteract concrete slab., foresee their anchoring in

Raw text data extracted from CAD file:

381.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 3330 700 35 35 0.57 29.16 0.57 30.3 10.1 16.5 0.97 29.06 0.97 31 20.3 1.31 27.68 1.31 30.3 35 381.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 3330 700 35 0.57 29.16 0.57 30.3 10.1 16.5 0.97 29.06 0.97 31 20.3 1.31 27.68 1.31 30.3 0.6 8.9 0.6 100 30.3 269.7 30.3 269.7 12 12 700 381.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 416.3 3330 35 100 31 269 31 269 12 12 700 700 35 233.3 233.3 233.3 233.3 233.3 233.3 100 31 269 31 269 12 12 700 700 35 100 31 269 30.3 269.7 12 12 700 700 35 6.35 5 11.35 8.9 100 0.5 0.58 0.75 0.5 0.58 0.75 100 31 269 31 269 12 12 700 700 35 24.03 6.97 31 22.99 30.3 7.31 75 12 7.6 7.5 3.581 5 5 5 5 5 5 5 5 5 5 5 5 5 C B 5 5 13 15 13' NOTAS GENERALES: A'' T1 T1 T1 T1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 T2 T2 PLANTA ESTRUCTURAL AZOTEA ESC. 1:75 5 C' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T1 ESC. 1:10 IR 305 mm X 21.1 kg/m T2 IR 305 mm X 38.7 kg/m T3 IR 305 mm X 59.8 kg/m SECCIONES TRABES T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 5 5 5 5 5 5 5 5 5 5 5 5 5 C B 5 5 13 15 A'' T1 T1 T1 T1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 T2 T2 PLANTA ESTRUCTURAL ENTREPISO ESC. 1:75 5 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 T3 T2 T2 T2 T3 T2 T2 T2 5 5 5 5 5 L1 ESC. 1:10 IR 305 mm X 21.1 kg/m SECCION LARGUERO C2 C2 C2 C2 C1 C1 C2 C2 C2 C2 T2 T2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 5 5 5 5 5 ESC. 1:10 C1 IR 305 mm X 38.7 kg/m C2 IR 305 mm X 59.8 kg/m SECCIONES COLUMNAS 5 5 5 CV1 ESC. 1:10 LI 89 mm X 6 mm X 8.63 kg/m SECCION CONTRAVIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C B A'' 5 ELEVACION MARCO 4 ESC. 1:75 C2 C2 C2 C2 C1 C1 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 5 5 5 5 5 5 5 5 5 13 5 13' C2 C2 C2 C2 15 ELEVACION MARCO 2 ESC. 1:75 13' C' C2 C2 C2 C2 C1 C1 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 5 GALVADECK 25 CAL. 22 O SIMILAR LIMITE LOSA LIMITE LOSA MARCO 1 MARCO 5 MARCO 2 MARCO 2 MARCO 5 MARCO 3 MARCO 3 MARCO 1 MARCO 5 MARCO 2 MARCO 2 MARCO 5 MARCO 3 MARCO 3 5 5 5 5 5 5 5 5 5 13 5 C1 C1 C1 C1 T2 T2 15 ELEVACION MARCO 1 ESC. 1:75 13' T1 T1 T1 T1 L1 L1 L1 L1 T2 T2 L1 L1 L1 L1 T1 T1 T1 T1 5 5 5 5 5 5 5 5 5 13 5 C1 C1 C1 C1 T2 T3 15 ELEVACION MARCO 3 ESC. 1:75 13' T1 T1 T1 T1 L1 L1 L1 L1 C' T2 T2 T2 T2 T2 T2 T2 T2 T2 T3 T2 T2 T2 T2 T2 T2 T2 T3 T2 T2 T2 T2 T2 T2 T2 T2 CV1 CV1 CV1 CV1 CV1 CV1 CV1 CV1 MARCO 4 MARCO 4 MARCO 4 MARCO 4 5 5 5 6x6-10/10 MALLA ELECTROSOLDADA DETALLE LOSA ESC. 1:10 GALVADECK 25 CAL. 22 5 T2 CONEXION C1-T2 ESC. 1:10 T2 CONEXION C2-T2 ESC. 1:10 C1 T2 C2 C2 T2 T3 C1 CONEXION C1-T3 ESC. 1:10 C1 T3 LI 2"x2"x1/4"x15cm L1 L1 T2 CONEXION L1-T2 ESC. 1:10 CONEXION L1-T3 ESC. 1:10 T3 L1 5 DETALLE PRETIL ESC. 1:10 LI 2"x2"x1/4" GUIA MURO LI 2"x2"x1/4" GUIA MURO C1 ó C2 DETALLE RIGIDIZACION MUROS ESC. 1:10 C1 ó C2 LI 2"x2"x1/4" GUIA MURO C2 LI 2"x2"x1/4" GUIA MURO PLANTA PLANTA CV1 C2 CV1 25x25x3/8" PLACA C2 T1 25x25x3/8" PLACA DETALLE CONTRAVIENTO ESC. 1:10 PLANTA ELEVACION C L T1 5 5 5 5 5 5 SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA DE RIGIDIZACION 6X12X24, VER DETALLES MURO DE TABIQUE HUECO 5 5 5 5 5 5 5 5 5 13 5 13' C2 C2 C2 C2 15 ELEVACION MARCO 5 ESC. 1:75 T2 T2 L1 L1 L1 L1 T1 T1 T1 T1 GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA PLACA 7.5X18X1.3 ATIESADOR T1 GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA C1 CONEXION C1-T1 ESC. 1:10 C1 T1 T1 T1 5 5 5 C L PLACA 7.5X18X1.3 ATIESADOR CONEXION C2-T1 ESC. 1:10 T1 T1 T1 C2 5 5 C L 5 PLACA 7.5X18X1.3 ATIESADOR DEBERA ESTAR LLENA TOTALMENTE DE TABIQUE Y COLUMNA DE ACERO LA HOLGURA ENTRE PIEZAS CON LA MEZCLA EMPLEADA PARA PEGAR EL TABIQUE. VER DETALLE DE REFUERZO INTERIOR DE MUROS 5 5 PLACA 7.5X18X1.3 ATIESADOR C1 PLACA 7.5X18X1.3 ATIESADOR 5 5 LI 2"x2"x1/4"x15cm L1 5 5 IMPERMEABILIZACION RELLENO E GALVADECK 25 CAL. 22 O SIMILAR SISTEMA DE LOSA 7MT14 5 CONTRATRABE O LOSA DE CONCRETO. LA ALTURA DEL MURO CEMENTO-ARENA EN TODA RELLENO DE MEZCLA 5 DETALLE DE REFUERZO ESC. 1:10 INTERIOR DE MUROS 5 5 7.5 5 5 DETALLE DE CONECTORES DE CORTANTE ESC. S/E CE 76mm x 6.10kg/m x 7.5 @60 cm MÁX. SOLDADOS A TODOS LOS LARGUEROS L1 Y TRABES DE EJES 13' Y 15. DE RIGIDIZACION 6X12X24, VER DETALLES MURO DE TABIQUE HUECO 1.- EXCEPTO LAS INDICADAS EN OTRAS UNIDADES. 2.- 3.- ACOTACIONES EN CENTIMETROS Y NIVELES EN METROS, CONCRETO CLASE I f'c = 250 kg/cm2, PESO VOLUMETRICO MINIMO DE 2.2 ton/m2. ACERO GRADO DURO CON LIMITE DE FLUENCIA MINIMO fy = 4200 kg/cm2 EXCEPTO EL REFUERZO #2 QUE fy = 2530 kg/cm2. TODAS LAS VARILLAS LONGITUDINALES DEBERAN SERA GRADO ESTRUCTURAL CON MINIMO TRASLAPARSE Y ANCLARSE EN EL ELEMENTO DE APOYO EXTREMO EN UNA LONGITUD DE 40 VECES EL NO DEBERA TRASLAPARSE MAS DEL 30% DEL REFUERZO EN UNA MISMA DIRECCION. RECUBRIMIENTOS LIBRES (EXCEPTO CUANDO SE INDIQUE OTRO VALOR): 4.- 5.- 6.- ZAPATAS DADOS CONTRATRABES CADENAS NO TOMAR A ESCALA LAS COTAS. 7.- PARA DIMENSIONES GENERALES Y DETALLES CONSULTENSE LOS PLANOS ARQUITECTONICOS CORRESPONDIENTES Y, EN CASO DE DISCREPANCIA CON LOS ESTRUCTURALES SOLICITESE ACLARACION AL PROYECTISTA DE LA ESTRUCTURA. NO SE PODRAN MODIFICAR LAS DIMENSIONES NI ARMADOS DE LOS ELEMENTOS ESTRUCTURALES SIN LA AUTORIZACION POR ESCRITO DEL PROYECTISTA DE LA ESTRUCTURA. 8.- 9.- DIAMETRO DE LA VARILLA. 10.- ACERO ESTRUCTURAL A-36. 11.- TODAS LAS SOLDADURAS SERAN CON ELECTRODO E-70. CASTILLOS 2 cm 3 cm 3 cm 3 cm 2 cm MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 MARCO 1 CONECTORES DE CORTANTE VER DETALLE DE T1 ó L1 1#3, PREVER SU ANCLAJE EN CONTRATRABE O LOSA DE CONCRETO. 1#3, PREVER SU ANCLAJE EN C2

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, connections, construction details section, cut construction details, DWG, office, section, steel, structure