Structural Plans – Building 3 Levels DWG Plan for AutoCAD

Structural Plans – Building 3 Levels DWG Plan for AutoCAD

Details – specification – sizing – Construction cuts

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

squat cage, mixed support for bars and disks, hats, bags, girls, clothes, sports, large, socks, glasses, cell phones and, agendas, interior, belts, scarves, scarves, shirts, thick sweaters, tshirts, sweaters, thin , shoe rack, boot, shoes, jackets, pants, and dresses, shorts, shirts, shirts and, tailors, dresses, long, coats and, skirts, long, compression layer, detail ribbed slab, floor, disposition of stirrups, in general assembly, north, elevation, level of layout, ribbed slab type floor, slab projection

Raw text data extracted from CAD file:

90 90 90 90 90 90 90 90 70 70 70 70 70 70 70 70 100 100 100 100 100 100 100 100 60 60 60 60 60 60 60 60 Jaula de Sentadilla Soporte Mixto para barras y discos gorros y/o sombreros bolsas chicas ropa deportiva bolsas grandes calcetas anteojos celulares y agendas ropa interior ropa interior cinturones bufandas mascadas camisetas sweaters gruesos tshirts sweaters delgados zapatera maletero zapatos chamarras, pantalones y vestidos cortos camisas camisetas y sastres vestidos largos, abrigos y faldas largas Escala 1:50 marco 88*58 \A1;3.50 \A1;4.40 \A1;4.30 \A1;4.15 \A1;16.65 \A1;4.40 \A1;4.30 \A1;4.15 \A1;13.25 \A1;4.65 \A1;4.75 \A1;4.75 \A1;4.55 \A1;19.10 \A1;4.65 \A1;4.75 \A1;4.75 \A1;4.55 \A1;60 \A1;10 \A1;10 \A1;75 \A1;30 \A1;25 \A1; 5 \A1;32 \A1;NERVADURAS \A1;CASETONES DE POLIESTIRENO O REMOVIBLE DE 60cm MALLA 6X6-10/10 CAPA DE COMPRESION ~ ~ 5 5 5 5 DETALLE LOSA NERVADA (H=30 CM) 5 5 5 \U+2104 \U+2104 5 \A1;3.50 \A1;4.40 \A1;4.30 \A1;4.15 \A1;16.65 \A1;4.40 \A1;4.30 \A1;4.15 \A1;13.25 \A1;4.65 \A1;4.75 \A1;4.75 \A1;4.55 \A1;4.65 \A1;4.75 \A1;4.75 \A1;4.55 \A1;19.10 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.51 \A1;0.40 \A1;0.70 \A1;0.40 PLANTA \A1;1.50 \A1;0.60 \A1;0.30 \A1;0.10 \A1;1.50 \A1;1.50 \A1;0.60 \A1;0.30 \A1;0.10 \A1;1.50 \A1;COLOCAR PLANTILLA DE CONCRETO POBRE Y PEDACERIA PARA NO ENSUCIAR EL ARMADO DE 0.05 CM VARILLAS DEL Nº 3 (\S1/2;") @ 0.30 CM. EN AMBOS SENTIDOS Z-1 ZAPATA AISLADA CENTRAL \A1;1.50 \A1;1.50 \A1;0.40 \A1;0.70 \A1;0.40 \A1;0.10 \A1;0.50 \A1;0.90 \A1;1.50 \A1;1.50 \A1;0.60 \A1;0.30 \A1;1.50 \A1;0.10 \A1;1.50 \A1;1.50 \A1;0.10 \A1;0.70 \A1;0.70 \A1;0.10 \A1;0.50 \A1;0.90 \A1;3@5CM \A1;5@10CM \A1;5@15CM \A1;RESTO @20CM \A1;3@5CM \A1;5@10CM \A1;5@15CM ESTRIBOS DEL 1/4" DESPUES DE ESTOS EN SUS EXTREMOS 5 @ 10CM EN SUS EXTREMOS 3 @ 5 CM SIGUEN TODOS LOS DE EL CENTRO @ 20 CM Y DE ESTOS EN SUS EXTREMOS 5 @ 15 CM DISPOSICIÒN DE ESTRIBOS EN ARMADO GENERAL 6.662256470900815 6.662256470900815 6.662256470900815 6.662256470900815 6.662256470900815 6.662256470900815 6.662256470900815 \A1;3.50 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.50 \A1;3.50 \A1;4.40 \A1;4.30 \A1;4.15 \A1;16.65 \A1;4.40 \A1;4.30 \A1;4.15 \A1;13.25 \A1;4.65 \A1;19.10 \A1;4.65 \A1;4.75 \A1;4.75 \A1;4.55 \A1;4.75 \A1;4.75 \A1;4.55 \A1;3.50 \A1;4.40 \A1;4.30 \A1;4.15 \A1;16.65 \A1;4.40 \A1;4.30 \A1;4.15 \A1;13.25 \A1;4.65 \A1;19.10 \A1;4.65 \A1;4.75 \A1;4.75 \A1;4.55 \A1;4.75 \A1;4.75 \A1;4.55 PLANTA \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.41 \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \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;0.15 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.52 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.33 \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;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1; 5 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.75 \A1;0.40 \A1;0.35 \A1;0.40 \A1;0.05 N O R T E 1 3 2 5 4 A B C E D 1 3 2 5 4 A B C E D 5 5 5 5 5 5 5 5 5 4.65 5 5 5 5 4.65 5 5 5 \A1;19.10 \A1;SUBE 1 3 2 5 4 A B C E D 1 3 2 5 4 A B C E D 5 5 5 5 5 5 5 5 5 4.65 5 5 5 5 4.65 5 5 5 \A1;19.10 5 5 5 5 0.50 5 0.50 5 5 5 5 \A1;COLOCAR PLANTILLA DE CONCRETO POBRE Y PEDACERIA PARA NO ENSUCIAR EL ARMADO DE 0.05 CM VARILLAS DEL Nº 4 (\S1/2;") @ 0.30 CM. EN AMBOS SENTIDOS PLANTA ALZADO 5 5 5 5 Z-1 ZAPATA AISLADA CENTRAL 5 5 ALZADO 5 5 5 5 \A1;COLOCAR PLANTILLA DE CONCRETO POBRE Y PEDACERIA PARA NO ENSUCIAR EL ARMADO DE 0.05 CM VARILLAS DEL Nº 4 (\S1/2;") @ 0.30 CM. EN AMBOS SENTIDOS Z-2 ZAPATA AISLADA COLINDANTE 5 5 5 5 5 5 5 5 5 5 ALZADO 5 5 5 5 PLANTA PLANTA Z-3 ZAPATA AISLADA COLINDANTE \A1;COLOCAR PLANTILLA DE CONCRETO POBRE Y PEDACERIA PARA NO ENSUCIAR EL ARMADO DE 0.05 CM VARILLAS DEL Nº 4 (\S1/2;") @ 0.30 CM. EN AMBOS SENTIDOS 5 5 5 5 5 5 5 5 A B 5 \A1; 4 VARILLAS DEL Nº 3 (3/8") Y ESTRIBOS DE 1/4 " @ 0.15 CM. CON CONCRETO F´C= 250KG/CM2 TD-1 TRABE DE LIGA 5 5 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 Z-3 Z-3 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 0.30 5 5 \A1; 4 VARILLAS DEL Nº 4 (1/2") EN LAS ESQUINAS Y 2 VARILLAS DEL N° 3 3/8" CON ANILLOS DE 1/4 "@ 0.20 CM. CON CONCRETO F´C=250KG/CM2. K-1 COLUMNA 50 X 30 CM K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 1 3 2 5 4 A B C E D 1 3 2 5 4 A B C E D 5 5 5 5 5 5 5 5 5 4.65 5 5 5 5 4.65 5 5 5 \A1;19.10 \A1;SUBE 1 3 2 5 4 A B C E D 1 3 2 5 4 A B C E D 5 5 5 5 5 5 5 5 5 4.65 5 5 5 5 4.65 5 5 5 \A1;19.10 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 PLANO DE DESPLANTE PLANTA TIPO 2,3 Y 4 NIVEL COLUMNAS PLANTA TIPO LOSA NERVADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MALLA ELECTROSOLDADA 6x6-10/10 CAPA DE COMPRESION e=5.0cm NERVADURAS 60 X 60 X 35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;NERVADURAS DE 40X15 CON 4 VARILLAS DEL Nº 3 O (\S3/8;") CON UN CONCRETO F`C=250KG/CM2 \A1;CASETONES DE POLIESTIRENO DE 60X 60 X 35cm MALLA 6X6-10/10 CAPA DE COMPRESION DE 0.05 CM CON UN CONCRTO F`C= 250KG/CM2 ~ ~ 0.60 0.10 0.10 0.75 DETALLE LOSA NERVADA (H=40 CM) 0.40 0.35 \U+2104 \U+2104 0.40 0.05 PROYECCION DE LOSA

Language	Spanish
Drawing Type	Plan
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Glass, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, building, College, construction, cuts, details, DWG, levels, library, plan, plans, school, sizing, specification, structural, university