Details Of Beams DWG Full Project for AutoCAD

Details of beams in a project of the University

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

plus, ultra, project :, content :, scale :, date :, indicated, work team :, sheet no., architect: cesar cordovsa anleu, exterior perimeter wall, interior perimeter wall, block, slab, nerve, exterior perimeter wall , intermediate hearth, final floor, interior perimeter wall, vacuum, wall block partition, beam, shoe details, solera and raised retaining wall, upper bed, lower bed, detail a, slab module, scale, section aa detail to, roof cover, electrowelded mesh, wall anchor pin partition, detail b, perimeter wall, ribbed slab, elevators, tiered bleachers, electrical and hydraulic installation duct

Raw text data extracted from CAD file:

E M R N S I S I E T N E L A C A O E A C C S I B R O S A R E T PLUS C I P S N U A T C A O C A I M E D A C A ULTRA N L O R A I \W7.39499; Universidad de San Carlos de \W7.51268; Guatemala \W8.76127; Facultad de Arquitectura \W6.88304; CUNOC Proyecto: \W1.09553; ESCUELA SUPERIOR \W5.64321; DE ARTE. USAC CONTENIDO: ESCALA: FECHA: INDICADA \A1;10/02/2010 EQUIPO DE TRABAJO: FUENTES GODINEZ LUIS AUGUSTO 200330514 HERNANDEZ CIFUENTES LUIS FELIPE 200419096 SUM QUEME MANUEL ALEJANDRO 200413262 Hoja No. ARQUITECTO:CESAR CORDOVSA ANLEU 1 \A1;1.80 \A1;1.80 \A1;9.00 \A1;1.80 \A1;1.80 \A1;0.20 \A1;0.35 \A1;9.00 \A1;2.25 \A1;1.80 \A1;1.80 \A1;9.00 \A1;2.25 \A1;2.25 \A1;1.80 \A1;1.80 \A1;9.00 \A1;2.25 \A1;2.25 \A1;1.80 \A1;1.80 \A1;9.00 \A1;2.25 \A1;2.25 \A1;2.38 \A1;3.58 \A1;0.45 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.23 \A1;0.05 \A1;0.05 \A1;2.25 \A1;3.21 \A1;2.00 \A1;0.30 \A1;0.60 \A1;0.20 \A1;0.35 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.28 \A1;0.23 \A1;0.34 \A1;0.17 \A1;0.05 \A1;0.28 \A1;0.05 \A1;0.28 \A1;0.05 \A1;0.23 \A1;0.05 \A1;0.23 \A1;0.05 \A1;0.23 \A1;0.05 \A1;0.23 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 1 2 H G VIGA 1 VIGA 3 VIGA 2 VIGA 1 VIGA 4 VIGA 4 VIGA 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 1 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 MURO PERIMETRAL EXTERIOR MURO PERIMETRAL INTERIOR 5 5 5 5 5 5 5 5 2 No, 4 corridos MALLA ELECTROSOLDADA 0.40m X0.40m corridos, ambos sentidos Estrivos No. 2 2 No, 4 corridos BLOCK BLOCK BLOCK BLOCK LOSA NERVIO 5 5 5 MALLA ELECTROSOLDADA 0.40m X0.40m corridos, ambos sentidos 2 No, 4 corridos Estrivos No. 2 2 No, 4 corridos VIGA V-2 5 5 5 5 5 5 5 5 5 5 MURO PERIMETRAL EXTERIOR BLOCK DE 0.14X0.15X0.39 MTS. SOLERA INTERMEDIA SOLERA FINAL MURO PERIMETRAL INTERIOR BLOCK BLOCK BLOCK DE 0.14X0.15X0.39 MTS. VACIO VACIO 5 5 5 5 4 No, 4 + EST. No. 2 a/c 0.15 mts. 4 No, 4 + EST. No. 2 a/c 0.15 mts. 5 5 5 LOSA 5 5 5 5 5 5 5 5 MURO TABIQUE DE BLOCK 5 VIGA V-2 MALLA ELECTROSOLDADA 0.40m X0.40m corridos, ambos sentidos 2 No, 4 corridos Estrivos No. 2 2 No, 4 corridos BLOCK BLOCK BLOCK BLOCK COLUMNA C-1 MURO TABIQUE DE BLOCK \A1;9.00 \A1;9.00 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;3.15 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.05 \A1;4.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 VIGA SECUNDARIA 1 VIGA SECUNDARIA 4 VIGA SECUNDARIA 4 VIGA SECUNDARIA 1 VIGA SECUNDARIA 1 VIGA SECUNDARIA 8 VIGA SECUNDARIA 8 D C -269.6834640990458 3 4 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 -269.6834640990458 C-1 C-1 C-1 VIGA 2 VIGA 1 VIGA 1 C-1 C-1 C-1 C-1 VIGA 2 \A1;9.00 \A1;9.00 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.75 \A1;0.14 \A1;0.25 \A1;9.00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.75 \A1;0.99 \A1;0.80 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.25 \A1;0.14 \A1;0.20 \A1;0.05 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 DETALLES DE ZAPATAS, SOLERAS Y LEVANTADOS DE MURO DE CONTENCIÓN F F F F F F F F F F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE VIGA 1 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI DETALLE DE VIGA 2 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI DETALLE DE VIGA 3 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI DETALLE DE VIGA 6 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI DETALLE DE VIGA 4 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI DETALLE DE VIGA 5 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI CAMA SUPERIOR 2 No. 6 CORRIDOS 2 BASTONES No. 7 CAMA INFERIOR 2 No. 6 CORRIDOS 1 TENSIÓN No. 8 + ESTRIBOS No. 3 @ 0.28 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.28 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADOS 60 SECCIÓN 1 – 1′ VIGA 1 ESCALA 1:20 CAMA SUPERIOR 2 No. 6 CORRIDOS 1 BASTÓN No. 5 CAMA INFERIOR 2 No. 6 CORRIDOS 1 TENSIÓN No. 3 + ESTRIBOS No. 3 @ 0.28 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.23 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADO 60 SECCIÓN 2 – 2′ VIGA 3 ESCALA 1:20 CAMA SUPERIOR 2 No. 6 CORRIDOS 2 BASTONES No. 7 CAMA INFERIOR 2 No. 6 CORRIDOS 1 TENSIÓN No. 8 + ESTRIBOS No. 3 @ 0.28 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.28 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADO 60 SECCIÓN 3 – 3′ VIGA 3 ESCALA 1:20 CAMA SUPERIOR 2 No. 4 CORRIDOS 1 BASTÓN No. 6 CAMA INFERIOR 2 No. 4 CORRIDOS 1 TENSIÓN No. 5 + ESTRIBOS No. 3 @ 0.15 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.15 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADO 60 SECCIÓN 6 – 6′ VIGA 6 ESCALA 1:20 CAMA SUPERIOR 2 No. 6 CORRIDOS CAMA INFERIOR 2 No. 6 CORRIDOS + ESTRIBOS No. 3 @ 0.23 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.23 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADO 60 SECCIÓN 4 – 4′ VIGA 4 ESCALA 1:20 CAMA SUPERIOR 2 No. 6 CORRIDOS 1 BASTÓN No. 4 CAMA INFERIOR 2 No. 6 CORRIDOS + ESTRIBOS No. 3 @ 0.23 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.23 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADO 60 SECCIÓN 5 – 5′ VIGA 5 ESCALA 1:20 2 2′ 3 3′ 6 6′ 4 4′ 5 5′ 2 No. 6 CORRIDOS \A1;2 BASTONES No. 7 \A1;2 BASTONES No. 7 \A1;2 No. 6 CORRIDOS \A1;1 TENSIÓN No. 8 2 No. 6 CORRIDOS \A1;1 BASTÓN No. 5 \A1;1 BASTÓN No. 5 \A1;2 No. 6 CORRIDOS \A1;1 TENSIÓN No. 3 2 No. 6 CORRIDOS \A1;2 BASTONES No. 7 \A1;2 BASTONES No. 7 \A1;2 No. 6 CORRIDOS \A1;1 TENSIÓN No. 8 2 No. 4 CORRIDOS \A1;1 BASTÓN No. 6 \A1;1 BASTÓN No. 6 \A1;2 No. 4 CORRIDOS 5 5 \A1;1 TENSIÓN No. 5 \A1;2 No. 6 CORRIDOS \A1;2 No. 6 CORRIDOS \A1;2 No. 6 CORRIDOS \A1;2 No. 6 CORRIDOS \A1;1 BASTÓN No. 4 ESTRIBOS No. 3 @ 0.28 m ESTRIBOS No. 3 @ 0.23 m ESTRIBOS No. 3 @ 0.23 m ESTRIBOS No. 3 @ 0.15 m ESTRIBOS No. 3 @ 0.23 m ESTRIBOS No. 3 @ 0.23 m F 5 5 5 5 5 L/5 L/5 DETALLE DE VIGA 7 ESCALA 1:20 ACERO fy = GRADO 60 CONCRETO f’c = 4,000 PSI CAMA SUPERIOR 2 No. 5 CORRIDOS 1 TENSIÓN No. 7 CAMA INFERIOR 2 No. 4 CORRIDOS 1 TENSIÓN No. 7 + ESTRIBOS No. 3 @ 0.15 m RECUBRIMIENTO = 5 cm + ESTRIBOS No. 3 @ 0.15 m RECUBRIMIENTO = 5 cm CONCRETO f’c = 4000 PSI ACERO f’c = GRADO 60 SECCIÓN 7 – 7′ VIGA 7 ESCALA 1:20 7 7′ 2 No. 5 CORRIDOS \A1;1 TENSIÓN No. 7 \A1;2 No. 4 CORRIDOS \A1;1 TENSIÓN No. 7 \A1;1 TENSIÓN No. 7 ESTRIBOS No. 3 @ 0.15 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1′ DETALLE A MODULO DE LOSA NERVURADA ESCALA 1:50 SECCION A-A DETALLE A MODULO DE LOSA NERVURADA ESCALA 1:50 CUBIERTA DE CONCTERO PARRILA, HIERRO NO. 2 a/C 0.40m. AMBOS LADOS CORRIDOS 2 No, 4 + EST. No. 2 LOSA NERVURADA EN 2 SENTIDOS MALLA ELECTROSOLDADA LOSA NERVURADA EN 1 SENTIDO A A VIGA 2 VIGA 1 C-1 C-1 PIN DE ANCLAJE DE MURO TABIQUE MURO DE MAPOSTERIA DE BLOCK DE 0.14X0.15X0.39 MTS. MURO TABIQUE DE 0.14 MTS. VER DETALLE 3-A VER DETALLE 1-A VER DETALLE 2-A DETALLE B MODULO DE LOSA NERVURADA ESCALA 1:50 DETALLE 1-A MURO PERIMETRAL ESCALA 1:20 DETALLE 2-A MURO PERIMETRAL ESCALA 1:20 DETALLE 3-A LOSA NERVURADA ESCALA 1:20 1 2 ELEVADORES CUBO DE GRADAS DUCTO DE INSTALACIONES ELECTRICAS E HIDRAULICAS 13 30 14 30 15 30