Roof Type Shell DWG Full Project for AutoCAD

Roof Type Shell DWG Full Project for AutoCAD

Project roof type shell , curve with details in roof plant of wooden library

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

design, arq of the project, country house, owner:, flat:, draft:, Location, lunahuana, sector structures, sheet, scale:, date, January, reviewed, sector, scale, solid slab, roof: first floor block, overload, roof cut, molding, molding, scale, molding, see arch, wooden beam, joist, wooden beam, scale, lightened slab, roof bar: basement block, overload, roof ceiling bar, scale, roof ceiling bar, scale, cut, cut, Wall, concrete, horizontal neoprene gasket, additional, beam, Vertical joint expanded polystyrene cm, mensula cut, scale, scale, wood roof, ceiling salon: block, overload, light lightened section, esc:, use anchor, steel temperature, in extremes, double meaning, see detail in plant, hollow clay bricks, cut, cut, composite beam, joist, beam

Raw text data extracted from CAD file:

.25 4.50 .25 .10 .25 .25 2.00 5.00 \A1;1.00 \A1;1.00 \A1;1.50 \A1;1.05 \A1;2.65 \A1;1.05 \A1;1.50 \A1;2.55 \A1;1.25 \A1;2.85 \A1;1.85 \A1;4.05 \A1;2.15 \A1;1.85 \A1;5.65 \A1;4.20 \A1;4.20 \A1;1.075 \A1;3.80 \A1;1.075 \A1;1.075 \A1;3.80 \A1;1.075 \A1;1.00 .375 1.45 .25 .80 .25 .25 .25 .30 .15 1.05 .25 3.95 .25 .25 .25 .08 .17 .25 2.70 2.70 .17 .08 2.95 .70 .30 .25 .25 .825 .25 3.55 .25 .825 .25 .25 .50 .30 .15 .25 .65 .25 .17 .23 .40 .20 .08 .20 .15 .15 .25 .20 .60 \A1;2.425 \A1;5.55 \A1;1.45 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.50 \A1;1.30 \A1;1.20 \A1;1.30 1.05 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 .10 .30 .40 .05 .30 .12 .02 .10 .30 .02 .17 .65 .25 .25 .825 .25 .40 .825 .25 3.55 .25 .25 .40 3.95 .25 .17 .23 .40 .25 .40 \A1;.60 \A1;.65 \A1;.65 \A1;.65 \A1;.65 \A1;.65 .15 .15 .25 .25 wils_arq@hot...... DISEÑO : ARQ. DEL PROYECTO : VIVIENDA DE CAMPO PROPIETARIO: PLANO: PROYECTO: UBICACION : LUNAHUANA ESTRUCTURAS :(TECHOS SECTOR 3) E-9 1:50 LAMINA ESCALA: FECHA : ENERO 2009 : REVISADO : SECTOR 3 D3 1D 2D 3D 4D 5D 6D D1 D2 D4 D5 D6 Ø3/8"@.20 ESCALA : 1/50 Losa Maciza h = .10 TECHO: PRIMER PISO BLOQUE D Sobrecarga = 250 Kg/m² 1Ø1/2"corrido -349.9558466032496 -349.9558466032496 -349.9558466032496 1d3/8"@.20 1d3/8"@.20 1d1/2"Corrido -349.9558466032496 E1 E2 E3 E4 E5 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 CORTE D-1: TECHO Ø3/8"@.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 1d3/8"@.20 -349.9558466032496 1d3/8"@.20 -349.9558466032496 Moldura -349.9558466032496 Moldura Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 D-1 2E D-1 3E ESCALA : 1/25 Moldura Ver Arq. Ver Arq. -349.9558466032496 VIGA DE MADERA 3"x10" VIGUETA DE 2"x6" VIGUETA DE 2"x6" VIGUETA DE 2"x6" VIGUETA DE 2"x6" VIGUETA DE 2"x6" VIGUETA DE 2"x6" VIGA DE MADERA 3"x10" VIGA DE MADERA 3"x10" VIGA DE MADERA 3"x10" VIGA DE MADERA 3"x10" VIGA DE MADERA 3"x10" VIGA DE MADERA 3"x10" 1E 4E 5E 2E 5E E4 E5 1Ø3/8" 1Ø1/2" 1Ø3/8" -349.9558466032496 -349.9558466032496 VP-100(0.25x0.80) 1Ø3/8" 1Ø3/8" 3E 4E ESCALA : 1/50 Losa Aligerada h = .17 TECHO BAR: SOTANO BLOQUE E Sobrecarga = 200 Kg/m² -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 E-2 -349.9558466032496 -349.9558466032496 4Ø5/8"+ VP-100(0.25x0.80) d3/8",1@.05, 6@.10,r.@.20c/e -349.9558466032496 -349.9558466032496 2Ø1/2"+ 4Ø3/8" 2Ø5/8" 2Ø5/8" 2Ø3/8" 2Ø3/8" VP-100(0.25x0.80) VP-100(0.25x0.80) VP-100(0.25x0.80) VP-100(0.25x0.80) VP-100(0.25x0.80) VP-100 -349.9558466032496 -349.9558466032496 d3/8"@.20 d3/8"@.20 E-1 E-1 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 1d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 -349.9558466032496 -349.9558466032496 CORTE E-1: TECHO BAR ESCALA : 1/25 CORTE E-2: TECHO BAR ESCALA : 1/25 -349.9558466032496 -349.9558466032496 -349.9558466032496 1d3/8"@.20 d3/8"@.20 N.P.T.-1.20 N.P.T.-4.15 -349.9558466032496 N.P.T.-1.20 N.P.T.-4.15 -349.9558466032496 -349.9558466032496 -349.9558466032496 VPE-100(0.25x0.40) VPE-100(0.25x0.40) VPE-101(0.25x0.40) VPE-102(0.25x0.40) -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 1 d3/8",1@.05,6@.10,r.@.20c/e 1 d3/8" ,1@.05,r.@.10c/e 1 d3/8" ,1@.05,r.@.10c/e 2Ø5/8" 2Ø5/8" 1Ø5/8" 3Ø5/8" -349.9558466032496 VPE-101(0.25x0.40) -349.9558466032496 CORTE A-A A A B B -349.9558466032496 -349.9558466032496 -349.9558466032496 8Ø5/8" -349.9558466032496 -349.9558466032496 CORTE B-B -349.9558466032496 -349.9558466032496 4Ø5/8" -349.9558466032496 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 VPE-100 VPE-100 w&v VP-101(0.25x0.25) VP-101(0.25x0.25) VP-101(0.25x0.25) VP-101(0.25x0.25) VP-103(0.25x0.25) VP-103(0.25x0.25) VP-103(0.25x0.25) Muro concreto Junta horizontal de neopreno e=2.0cm -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 2Ø3/8" Adicional 3 Ø 1/2" Ž Ø 3/8",@.10 Viga Junta vertical de poliestireno expandido e=3 cm -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 G-1 CORTE G-1: MENSULA ESCALA : 1/25 P2 P3 F1 P1 -349.9558466032496 -349.9558466032496 -349.9558466032496 VP-100 VPE-201(0.25x0.40) E-3 D-2 D-3 D-3 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 ESCALA : 1/50 Techo de madera TECHO SALON: BLOQUE E Sobrecarga = 300 Kg/m² SECCION ALIGERADO TIPICO H=17 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 ESC: 1/10 -349.9558466032496 USAR VARILLAS, ANCLAR 15cm ACERO DE TEMPERATURA EN EXTREMOS d1/4"@0.25 DOBLE SENTIDO -349.9558466032496 VER DETALLE EN PLANTA Ladrillos huecos de arcilla de .30x.30x.12 VPE-203(0.25x0.45) VPE-203(0.25x0.45) VPE-203(0.25x0.45) VPE-204(0.25x0.45) VPE-204(0.25x0.45) VPE-204(0.25x0.45) VPE-205(0.25x0.40) VPE-204(0.25x0.45) -349.9558466032496 1 d3/8",1@.05,r@.10c/e -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 V-105 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 1 d3/8", 1@.05, 6@.10, r.@.20c/e 1 d3/8",1@.05,r@.10c/e 2Ø5/8"+1Ø1/2" -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 1 d3/8", 1@.05, 6@.10, r.@.20c/e 2Ø5/8" 2Ø5/8" VPE-201(0.25x0.40) VPE-100(0.25x0.40) -349.9558466032496 CORTE C-C -349.9558466032496 -349.9558466032496 4Ø5/8" C C -349.9558466032496 -349.9558466032496 CORTE D-D 4Ø5/8"+2Ø1/2" -349.9558466032496 2Ø5/8"+1Ø1/2" 2Ø1/2" D D VPE-205 (0.25x0.40) VIGA COMPUESTA 1( 6"x18" ) VIGA COMPUESTA 1( 6"x18" ) VIGA COMPUESTA 2( 6"x18" ) -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 -349.9558466032496 VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VIGUETA ( 3"x6" ) VP-103(0.25x0.25) E-3 VPE-206(0.25x0.45) VPE-206(0.25x0.45) d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 -349.9558466032496 -349.9558466032496 Viga VPP-INV1(0.25x0.50) VPP-INV1(0.25x0.50) VPE-207(0.25x0.40) VPP-201(0.25x0.40) VPP-201(0.25x0.40) VPP-202 (0.30x0.50) 4Ø5/8" VP-101(0.25x0.25) d3/8",1@.05, 6@.10,r.@.20c/e -349.9558466032496 -349.9558466032496 VPE-207(0.25x0.40) C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-5 C-5 C-2 C-2 C-2 C-2 C-4 C-2 C-2 C-2 C-2 PL-4 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 VP-104(0.25x0.40) VP-104(0.25x0.40) VP-104(0.25x0.40) VP-105(0.25x0.25) VP-106(0.25x0.40) VP-105(0.25x0.25) 2Ø1/2"corrido 2Ø1/2"corrido 2Ø1/2"corrido 2Ø1/2"corrido C-1 C-1 wils_arq@hotmail.com

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	arches, autocad, coupole, cupola, cupula, curve, details, dome, DWG, full, kuppel, kuppel dach, library, plant, Project, roof, shell, type, wooden