Floorpanel House DWG Section for AutoCAD

Floorpanel House DWG Section for AutoCAD

Floorpanel House – Plants – Sections – Details

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

roof plant, cut according to x ‘, high architectural plant, bedroom npt., bedroom, npt., scale, main facade, cut second and, bedroom npt., kitchen npt., vestibulo npt., water tank, chap. lt., pvc, bap., pvc, bap., pend., freefall, pend., freefall, pend., freefall, lobby, vestibulo npt., npt study., bath, npt room, scale, architectural low plant, the municipal network, npt., access, lobby, kitchen, npt., living room, dinning room, TV., balcony, npt., bedroom, closet, bath, closet, npt., lobby, scale, north, scale, cimentacion plant, scale, service room, quarter, lav. ironing, without polystyrene, qualification, simple concrete template, will be used panel of the walls of mezzanine will be of panel of the moorings of the panels will be with rod of each specifications of the foundation: the base foundation of zapata corrida. excavate the trench of depth. waterproof the strain with polystyrene. place a poor-quality concrete template using non-polystyrene to place the steel of the shoe in a transverse direction to the wall. introduce the pre-assembled qualities into groups of sheets. assemble the bottom reinforcing longitudinal steel with annealed wire. join the shoe with the steel without polystyrene by means of corner meshes. align with metal rulers plumb the holding firmly so that it does not move collapse. to cut with wood both sides of die. the concrete used will have a resistance of

Raw text data extracted from CAD file:

3.58 4.00 3.00 2.70 1.15 3.00 2.70 4.00 1.15 3.50 3.00 2.70 4.00 1.15 7.50 6.50 7.50 2.20 0.20 0.10 0.38 0.65 6.50 3.00 3.00 6.00 1.40 0.87 0.87 5 5 5 5 5 4' PLANTA DE AZOTEA CORTE SEGUN X - X' PLANTA ARQUITECTONICA ALTA RECAMARA 3 NPT. + 2.64 RECAMARA 3 NPT. + 2.64 5 5 ESCALA 1:100 FACHADA PRINCIPAL F G 5 CORTE SEGUN Y - Y' RECAMARA NPT. + 2.64 COCINA NPT. ± 0.00 6.19 6.35 0.20 2.70 2.34 0.165 VESTIBULO NPT. + 2.64 VESTIBULO NPT. ± 0.00 2.475 2.31 2.145 1.98 1.815 1.65 1.485 1.32 1.155 0.99 0.825 0.66 0.495 0.33 .165 5 2.54 0.10 3 0.77 0.65 2.13 1' TINACO CAP. 1100 LT. PVC d 3" BAP. PVC d 3" BAP. PEND. 20% CAIDA LIBRE 10.00 PEND. 20% CAIDA LIBRE PEND. 20% CAIDA LIBRE 6.35 0.165 2.34 0.10 0.20 0.10 0.165 0.20 2.34 6.35 2.09 B E VESTIBULO ± 0.00 VESTIBULO NPT. + 2.64 ESTUDIO NPT. ± 0.00 BAÑO 2.74 SALA NPT. -0.165 ESCALA 1:100 PLANTA ARQUITECTONICA BAJA 5 5 A LA RED MUNICIPAL 0.10 0.20 0.65 5 F' F G 0.80 3 0.70 2 X' 2.50 NPT. 0.18 Y' S ACCESO VESTIBULO COCINA NPT. ± 0.00 SALA COMEDOR 5 5 5 5 0.20 0.10 0.50 0.65 4 5 4' 5 3' TV. 2" G 5 F 5 3 X 2 0.80 F' Y' 0.70 5 BALCON B NPT. + 2.64 NPT. + 2.74 RECAMARA 1 X' CLOSET BAÑO 2.50 3.50 CLOSET NPT. + 2.64 VESTIBULO ESCALA 1:100 NORTE 3 1 6.35 0.165 2.34 2.04 0.10 0.20 ESCALA 1:100 PLANTA DE CIMENTACION 5 5 0.56 0.20 0.10 0.65 ESCALA 1:100 G 5 5 5 4 3' 3 X 1' 2 0.80 5 F' 0.70 F 2.50 2.50 4' 5 4 3' 3 1' 2 3.50 A Y C 10.00 1.15 B 2.00 2.35 3.00 2.00 D C' 5.00 3.50 5 1 E B' 3.00 1.50 B Y 7.00 4.00 2.00 C' D 4.00 E 2.00 2.00 B A 1.15 C' D 3.00 2.35 9.00 C E CUARTO DE SERV. CUARTO DE LAV. PLANCHADO 3.00 20.00 3.58 9.42 2.50 7.50 20.00 3.00 1 1' 1 1 1 2' 1' 2' 2' 3.00 7.50 QUALYLOSA SIN POLIESTIRENO QUALYCIMIENTO 5 PLANTILLA DE CONCRETO SIMPLE \A1;ESPECIFICACIONES Se utilizara PANEL W de 3" X 1.22 X 2.98m. Los muros de entrepiso seran de panel w de 3" x 1.22 x 2.44m. Los amarres de los paneles seran con varilla de \S3/8;" a cada 50cm. ESPECIFICACIONES DE LA CIMENTACION: La cimentacion a base de zapata corrida. Excavar la sepa de .80m de ancho x .50m de profundidad. impermeabilizar la cepa con poliestireno. Colocar una plantilla de concreto pobre de 5cm. Utilizar qualylosa sin poliestireno para colocar el acero de la zapata en sentido transversal al muro. Introducir los qualycimientos preensamblados en grupos de 203 hojas. Armar el acero longitudinal de refuerzo inferior con alambre recocido. Unir la zapata con el acero sin poliestireno por medio de mallas esquineras. Alinear con reglas metalicas y plomar el qualycimiento, sujetando firmemente para que no se mueva y desplome. Cimbrar con madera ambos lados del dado. El concreto a utilizar tendra una resistencia de Fc´= 200kg/cm. M1. M2. 5 5 M1. M1. M1. M1. M1. M1. M1. M2.

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	adobe, autocad, bausystem, construction system, covintec, details, DWG, earth lightened, erde beleuchtet, house, losacero, plants, plywood, section, sections, sperrholz, stahlrahmen, steel framing, système de construction, terre s