Single Family Home DWG Plan for AutoCAD

Single Family Home DWG Plan for AutoCAD

Architectural and structural plan of a house; disposition on one level with pitched roofs.

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

p. of arq enrique guerrero hernández., p. of arq Adriana. rosemary arguelles., p. of arq francisco espitia ramos., p. of arq hugo suárez ramírez., study, closet, room, rear elevation, left lateral elevation, frontal elevation, right lateral elevation, furniture, to the electric power network, to the distribution board, tvc, bass, to the public network, of the public network, calefon or hidroestato, table of areas, level, cos, cus, project :, location :, contains :, drawing :, lamina :, conception – carchi – ecuador, cristian caicedo, – plants. – cuts. – hydro-sanitary installations, hot water outlet, cold water outlet, hot water pipe, revision box, cold water column, water heater, hot water column, coffee, cac, served water, bas, ball, telephone point main, telephone extension point, cable tv connection, incandescent luminaire, switched switch, outlet, wall luminaire, porthole luminaire, luminaire circuit, luminaire branch, branch outlet, distribution board, double switch, single switch, outlet circuit, telephone branch, cable branch, symbolic electrical installations, symbology, sanitary installations, cold water pipe, water meter, -potable water, finishing materials, wooden paneled door, date :, scale :, indicated , municipal seals:, plastered and painted block walls, aluminum and glass windows, special installation, timbre, floor grid, artificial stone, louis folleco, wooden doors, p aluminum and glass door, total, cut a-a ‘, cut b-b’, front view, view lat. right, rear view, lat. left, general implementation, electrical installations, hydro-sanitary facilities, symbology, lower iron, upper iron, dimensions, plinth box, location, no., type, xx, yy, armor, replantillo hs, armor xx, armor yy, chains , beam, anchor column, perimeter and beam, column, slab, column type, distr. of stirrups, chain, lower, variable, see cut type, column, foundation hc, cut aa, porch access, column table, foundation plant, plinth box, struc olga maldonado.dwg, luciano folleco – mira, – plant of foundation – box of plinths – box of columns – details, engineer, types of irons, – the measures prevail at the scale., – on the slab will be placed armor, columns, chains and slabs., two directions, verify on site, specifications techniques, in chains, columns and beams., – column sections are maintained in, and seismic loads., all floors due to structural system, reinforced roof slab, steel in roof beams, – reinforced roof slab, proprietary

Raw text data extracted from CAD file:

\A1;3.60 \A1;3.30 \A1;2.11 \A1;3.60 \A1;3.40 \A1;4.90 \A1;3.10 \A1;4.25 \A1;3.40 \A1;3.70 \A1;3.05 \A1;3.40 \A1;4.90 \A1;3.05 \A1;4.20 \A1;3.40 \A1;3.70 \A1;3.05 \A1;4.90 \A1;3.05 \A1;4.20 \A1;3.40 \A1;3.70 \A1;3.05 P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \A1;.29 \A1;3.00 \A1;4.16 \A1;1.50 \A1;5.36 \A1;.29 \A1;3.00 \A1;4.16 \A1;1.50 \A1;5.36 \A1;14.30 \A1;10.00 \A1;9.65 \A1;15.65 \A1;5.00 \A1;30.30 \A1;5.39 \A1;4.10 \A1;4.33 \A1;16.50 \A1;30.60 \A1;1.90 \A1;1.50 \A1;1.50 \A1;2.21 p= 20% \A1;.20 \A1;2.87 \A1;1.03 \A1;.60 \A1;.10 \A1;.60 \A1;.49 \A1;.83 \A1;1.67 \A1;.10 \A1;.70 \A1;.90 \A1;.90 \A1;.20 \A1;3.90 \A1;.20 \A1;.80 \A1;1.80 \A1;1.60 \A1;.20 \A1;4.60 \A1;.30 \A1;2.80 \A1;.30 \A1;.20 \A1;2.90 \A1;.10 \A1;.60 \A1;1.10 \A1;.20 \A1;.60 \A1;1.90 \A1;.60 \A1;.30 \A1;1.60 \A1;1.40 \A1;.20 \A1;.40 \A1;.10 \A1;2.75 \A1;.10 \A1;.40 \A1;.20 \A1;2.97 \A1;.90 \A1;2.50 \A1;2.00 \A1;2.45 \A1;.60 \A1;.60 \A1;1.30 \A1;1.90 \A1;1.00 \A1;.10 \A1;.60 \A1;2.30 \A1;.60 \A1;.57 \A1;2.53 \A1;.60 \A1;2.95 \A1;.20 \A1;.40 \A1;.30 \A1;3.90 \A1;.30 \A1;3.10 \A1;.30 \A1;3.40 \A1;.30 \A1;2.75 \A1;.30 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;.20 \A1;2.40 \A1;.20 \A1;.90 \A1;1.20 \A1;.20 \A1;.90 \A1;.10 \A1;.70 \A1;.10 \A1;1.10 \A1;.20 \A1;.20 \A1;3.00 \A1;.30 \A1;.30 \A1;1.40 \A1;.30 \A1;.30 \A1;2.60 \A1;.20 \A1;2.80 \A1;.90 \A1;1.20 \A1;.10 \A1;2.40 \A1;.40 \A1;.40 \A1;.70 \A1;8.40 \A1;.60 \A1;.20 \A1;3.30 \A1;.10 \A1;1.33 \A1;.87 \A1;.10 \A1;1.30 \A1;.50 \A1;.50 \A1;.10 \A1;3.40 \A1;.20 \A1;2.05 \A1;.10 \A1;1.30 \A1;.10 \A1;1.20 \A1;.30 \A1;.80 \A1;2.50 \A1;1.40 \A1;.80 \A1;.10 \A1;.80 \A1;1.00 \A1;.20 \A1;3.40 \A1;.20 \A1;.30 \A1;1.45 \A1;.70 \A1;3.60 \A1;4.10 \A1;3.80 \A1;3.55 \A1;15.05 \A1;.60 \A1;2.95 \A1;3.70 \A1;3.50 \A1;4.90 N+-0.00 N+/-0.00 \A1;2.40 \A1;.50 \A1;.75 \A1;.85 \A1;2.90 \A1;1.60 \A1;4.50 \A1;2.40 \A1;4.90 \A1;3.05 \A1;4.20 \A1;3.40 \A1;3.70 \A1;3.05 \A1;.60 \A1;4.50 \A1;2.40 \A1;.50 \A1;.75 \A1;.85 \A1;3.90 \A1;.60 \A1;2.10 \A1;1.50 \A1;.40 \A1;.10 \A1;.40 \A1;1.84 M \A1;5.90 \A1;3.90 \A1;.60 \A1;9.80 \A1;4.90 \A1;5.10 \A1;7.25 \A1;1.20 \A1;17.25 \A1;.70 \A1;4.90 \A1;4.90 \A1;7.70 \A1;5.40 \A1;3.55 \A1;1.20 \A1;3.30 \A1;3.60 \A1;2.90 \A1;9.80 \A1;4.90 \A1;6.85 \A1;4.90 \A1;16.65 \A1;.70 \A1;2.21 \A1;2.35 \A1;1.66 \A1;COMEDOR ESTUDIO \W6.71236; DORMITORIO \W6.71236; MASTER \A1;COCINA \A1;APOYO \A1;DORMITORIO closet 5 5 5 5 5 SALA \A1;DORMITORIO closet 5 5 A B C 5 5 5 5 1 2 3 4 5 5 5 5 A B C 5 5 5 5 1 2 3 4 5 5 5 A B C 5 5 5 5 1 2 3 4 5 escala 1:100 elevación posterior escala 1:100 elevación lateral izquierda escala 1:100 elevación frontal escala 1:100 elevación lateral derecha closet mueble 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 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 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 N+0.20 N+0.20 N+0.20 N+0.20 N±0.00 N±0.00 N+0.20 N+3.10 N+3.90 N+4.70 A A' B' B \A1;DORMITORIO \A1;COMEDOR 5 .50 5 .85 2.90 1.60 4.50 5 5 5 A B C 5 5 5 5 1 2 3 4 5 \W6.71236; DORMITORIO \W6.71236; MASTER \A1;BAÑO \A1;BAÑO \A1;\S1/2; BAÑO \A1;BAÑO \A1;\S1/2; BAÑO \A1;DORMITORIO ESTUDIO \A1;p= 20% \A1;p= 20% \A1;p= 20% \A1;p= 20% \A1;p= 20% \A1;p= 20% 5 .50 5 .85 3.90 .60 4.50 5 5 5 5 5 5 5 N±0.00 N+3.10 N+4.70 \A1;COMEDOR ESTUDIO \W6.71236; DORMITORIO \W6.71236; MASTER \A1;COCINA \A1;APOYO \A1;DORMITORIO closet SALA \A1;DORMITORIO closet closet mueble N+0.20 N+0.20 N+0.20 N+0.20 N±0.00 \A1;BAÑO \A1;BAÑO \A1;\S1/2; BAÑO \A1;LUCIANO FOLLECO TD#1 A LA RED DE ENERGIA ELECTRICA AL TABLERO DE DISTRIBUCION \A1;COMEDOR ESTUDIO \W6.71236; DORMITORIO \W6.71236; MASTER \A1;COCINA \A1;APOYO \A1;DORMITORIO closet SALA \A1;DORMITORIO closet closet mueble N+0.20 N+0.20 N+0.20 N+0.20 N±0.00 \A1;BAÑO \A1;BAÑO \A1;\S1/2; BAÑO L#1,CL#1 L#2,CL#1 L#3,CL#1 L#4,CL#1 L#5,CL#1 L#6,CL#1 L#7,CL#1 L#8,CL#1 L#9,CL#1 L#10,CL#1 L#1,CL#2 L#2,CL#2 L#3,CL#2 L#4,CL#2 L#5,CL#2 L#6,CL#2 L#8,CL#2 L#7,CL#2 L#9,CL#2 L#10,CL#2 L#11,CL#2 CL#1 HACIA TD#1 CL#2 HACIA TD#1 2S 2S S S S S S S S S S S S S S S S S S TVC TVC TVC TVC CT#1 HACIA TD#1 CT#2 HACIA TD#1 CT#3 HACIA TD#1 BASS BASS BASS BASS BASS BASS BASS BASS 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 CR CR CR CR CR CR CR A LA RED PUBLICA DE LA RED PUBLICA CALEFON O HIDROESTATO \A1;TERRENOS DEL COLEGIO \A1;LUIS LARA \A1;JORGE TOLLECO CUADRO DE AREAS NIVEL AREA BRUTA m2 C.O.S. C.U.S. PROYECTO: UBICACION: CONTIENE: DIBUJO: LAMINA: 1 1 LA CONCEPCION - CARCHI - ECUADOR CRISTIAN CAICEDO - PLANTAS. - CORTES. - INSTALACIONES HIDROSANITARIAS \W2.29381; UBICACION SALIDA DE AGUA CALIENTE SALIDA DE AGUA FRIA TUBERIA DE AGUA CALIENTE CAJA DE REVISION RAMAL DE DESCARGA 100 mm BAJANTE DE AGUAS SERVIDAS 110mm COLUMNA DE AGUA FRIA CALEFON COLUMNA DE AGUA CALIENTE C CAF CAC RAMAL DE DESCARGA 50 mm SUMIDERO DE PISO d 50 mm -AGUAS SERVIDAS DESAGUE DE AGUAS SERVIDAS d 50 mm DESAGUE DE AGUAS SERVIDAS d 100 mm BAS BAJANTE DE AGUAS SERVIDAS 50mm BAS BAJANTE DE AGUAS LLUVIAS 110mm BALL BAJANTE DE AGUAS LLUVIAS 50mm BALL PUNTO DE TELEFONO PRINCIPAL PUNTO DE TELEFONO EXTENSION CONEXION TV CABLE TVC LUMINARIA INCANDESCENTE 2s INTERRUPTOR CONMUTADO s3 TOMACORRIENTE LUMINARIA DE PARED LUMINARIA OJO DE BUEY CIRCUITO DE LUMINARIAS RAMAL DE LUMINARIAS RAMAL DE TOMACORRIENTES TABLERO DE DISTRIBUCION INTERRUPTOR DOBLE INTERRUPTOR SIMPLE CIRCUITO DE TOMACORRIENTES s CT CL RAMAL DE TELEFONO RAMAL DE TEVE CABLE SIMBOLOGIA INSTALACIONES ELECTRICAS TUBERIA DE AGUA CALIENTE SIMBOLOGIA INSTALACIONES SANITARIAS TUBERIA DE AGUA FRIA MEDIDOR DE AGUA -AGUA POTABLE MATERIALES DE ACABADOS PUERTA PANELADA DE MADERA 1. 3. FECHA: ESCALA: INDICADAS SELLOS MUNICIPALES: LUMINARIA INCANDESCENTE PAREDES BLOQUE ESTUCADO Y PINTADO VENTANAS DE ALUMINIO Y VIDRIO 4. 2. 5. 6. INSTALACIÓN ESPECIAL PULSAD0R - TIMBRE TIMBRE CR REJILLA DE PISO \W1.23582; 75% \W1.30026; 280% PIEDRA ARTIFICIAL LUIS FOLLECO PUERTAS DE MADERA PUERTA DE ALUMINIO Y VIDRIO PLANTA NIVEL 0.20 AREA TERRENO M² TOTAL \W2.69588; 131.68 468.17 \W2.69588; 131.68 planta arquitectónica N+0.20 \c7697781;Esc: 1:100 corte A-A' \c7697781;Esc: 1:100 corte B-B' \c7697781;Esc: 1:100 vista frontal \c7697781;Esc: 1:100 vista lat. derecha \c7697781;Esc: 1:100 vista posterior \c7697781;Esc: 1:100 vista lat. izquierda \c7697781;Esc: 1:100 implantación general \c7697781;Esc: 1:200 instalaciones eléctricas \c7697781;Esc: 1:100 instalaciones hidro-sanitarias \c7697781;Esc: 1:100 1 1 1 1 1 2 3 4 4 5 5 5 5 5 5 5 5 5 6 6 6 6 N+/-0.00 \A1;H \A1;.07 \A1;y \A1;x \A1;.03 \A1;.03 \A1;.15 \A1;.20 \A1;.03 \A1;.03 \A1;.15 \A1;.20 \A1;.40 \A1;.40 \A1;.03 \A1;.14 \A1;.03 \A1;.20 \A1;.20 \A1;.80 \A1;.15 \A1;.80 \A1;.40 \A1;.05 \A1;.20 \A1;.15 \A1;.10 \A1;.10 SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR \A1;0.1500 1d6mm@.40 1d6mm@.40 \W5.33964; hierro de temperatura \A1;.03 \A1;.14 \A1;.03 \A1;4.90 \A1;3.10 \A1;4.25 \A1;3.40 \A1;3.70 \A1;3.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.025 \A1;.15 \A1;.20 \A1;.025 \A1;.025 \A1;.25 \A1;.30 \A1;.025 \A1;.025 \A1;.15 \A1;.20 \A1;.025 \A1;.025 \A1;.30 \A1;.35 \A1;.025 \A1;.025 \A1;.15 \A1;.20 \A1;.025 \A1;.025 \A1;.25 \A1;.30 \A1;.025 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.90 \A1;3.10 \A1;4.25 \A1;3.40 \A1;3.70 \A1;3.05 \A1;141° \A1;141° \A1;4.90 \A1;3.10 \A1;4.25 \A1;3.40 \A1;3.70 \A1;3.05 \A1;.025 \A1;.025 \A1;.15 \A1;.20 \A1;.025 \A1;.025 \A1;.25 \A1;.30 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 \A1;.025 \A1;.15 \A1;.20 \A1;.025 \A1;.025 \A1;.25 \A1;.30 \A1;.025 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 135.1490532869552 1.00 DIMENSIONES CUADRO DE PLINTOS UBICACION X No. TIPO 6 P1 X-X Y H 0.25 Y-Y ARMADURA NIVEL FUND.(Nf) -1.20 1d12mm @0.20m P2 48d12Mc100 1.10 A2-A3-A4 8 P3 0.25 -1.20 1.00 1.10 1d12mm @0.15m 18d12Mc101 REPLANTILLO H.S. \A1;ARMADURA Y-Y H .07 \A1;ARMADURA X-X ARMADURA X-X ARMADURA Y-Y Nf=-1.20 y x 5 5 5 5 5 5 5 5 5 5 CADENAS VIGA 5 .14 5 5 5 .80 ANCLAJE COLUMNA PERIMETRAL Y VIGA .15 .80 COLUMNA VIGA 5 5 5 5 5 5 LOSA 1d12mm @0.20m 48d12Mc100 1d12mm @0.15m 18d12Mc101 COLUMNA TIPO DISTR. DE ESTRIBOS Esc:............1:20 CADENA INFERIOR LOSA .20 VARIABLE h+.10 1Ea0.15 1Ea0.075 1Ea0.075 EST d8mm 5 \A1;0.075 \A1;0.05 H/3 H/3 H/3 VER CORTE TIPO DE COLUMNA .40 .20 H N+-0.00 N+-0.00 N+-0.00 N+-0.00 N+-0.00 N+-0.00 N+-0.00 \A1;0.075 \A1;0.05 B2-B3-B4 3 0.25 -1.20 20d12Mc102 20d12Mc102 1.20 1.20 1d12mm @0.15m 1d12mm @0.15m A1-A5-C1-C5 B1-B5 B2-B3-B4 A1-A2-A3-A4-A5 5 .14 5 5 5 A B C 5 5 5 5 1 2 3 4 5 \A1;3.40 5 P1 5 5 P1 5 5 P1 5 5 P1 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 P2 5 5 P3 5 5 P3 5 5 P3 5 CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CIMIENTO H.C. CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CONTRAPISO N+ 0.20m CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 CAD 1 ESCALA :--- -1 : 10 CORTE A-A 4d12mm 120 a 127 2d12mm Mc 130 a 137 1d8mm @0.075 y 0.15cm Mc138 VIGA 1 8d12mm.Mc 150 1Ed8mm Mc 151 @0.07 y .15c/u ESCALA:.----------- 1:10 CORTE TIPO C1 .025 .025 .15 5 .025 .025 .25 5 .025 .025 .15 5 .025 .025 .30 5 6d12mm.Mc 152 1Ed8mm Mc 153 @0.07 y .15c/u ESCALA:.----------- 1:10 CORTE TIPO C2 .025 .025 .15 5 .025 .025 .25 5 5 P1 5 5 P1 5 PORCHE ACCESO B1-B5 C2-C3-C4 VIGA V1 VIGA V2 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V2 VIGA V2 VIGA V2 VIGA V2 L=4.90m d12mm Mc200 2 L=4.90m d12mm Mc225 2 L=2.30m d12mm Mc201 1 L=2.30m d12mm Mc226 1 L=3.75m d12mm Mc202 1 1 L=3.75m d12mm Mc227 L=4.45m d12mm Mc203 3 3 L=4.45m d12mm Mc228 L=2.65m d12mm Mc204 7 7 L=2.65m d12mm Mc229 L=3.00m d12mm Mc205 5 7 L=3.00m d12mm Mc230 L=3.00m d12mm Mc205 5 7 L=3.00m d12mm Mc230 L=4.25m d12mm Mc206 5 5 L=4.25m d12mm Mc231 5 L=4.25m d12mm Mc231 L=4.25m d12mm Mc206 5 L=2.95m d12mm Mc207 6 6 L=2.95m d12mm Mc232 L=4.80m d12mm Mc209 6 6 L=4.80m d12mm Mc234 5 L=4.80m d12mm Mc208 6 L=4.80m d12mm Mc233 L=3.15m d12mm Mc210 6 6 L=3.15m d12mm Mc235 L=5.60m d12mm Mc211 1 1 L=5.60m d12mm Mc236 L=2.70m d12mm Mc212 2 2 L=2.70m d12mm Mc237 L=1.85m d12mm Mc213 4 4 L=1.85m d12mm Mc238 2 L=2.70m d12mm Mc237 L=2.70m d12mm Mc212 2 L=1.85m d12mm Mc213 4 4 L=1.85m d12mm Mc238 L=2.70m d12mm Mc223 2 L=3.00m d12mm Mc214 5 5 L=3.00m d12mm Mc239 L=2.80m d12mm Mc215 6 1 L=2.80m d12mm Mc240 L=7.20m d12mm Mc216 3 3 L=7.20m d12mm Mc241 L=10.30m d12mm Mc217 9 9 L=10.30m d12mm Mc242 L=4.35m d12mm Mc218 2 2 L=4.35m d12mm Mc243 L=4.35m d12mm Mc218 2 2 L=4.35m d12mm Mc243 L=7.20m d12mm Mc216 3 3 L=7.20m d12mm Mc241 L=4.50m d12mm Mc219 3 3 L=4.50m d12mm Mc244 L=3.90m d12mm Mc220 3 3 L=3.90m d12mm Mc245 L=3.60m d12mm Mc221 4 4 L=3.60m d12mm Mc246 L=2.50m d12mm Mc222 3 3 L=2.50m d12mm Mc247 2 L=2.70m d12mm Mc248 L=2.15m d12mm Mc224 4 4 L=2.15m d12mm Mc249 VIGA V1 VIGA V2 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V1 VIGA V2 VIGA V2 VIGA V2 VIGA V2 5 5 A B C 5 5 5 5 1 2 3 4 5 \A1;3.40 L=1.70m d12mm Mc130 10 L=2.65m d12mm Mc131 10 L=1.20m d12mm Mc132 10 L=1.15m d12mm Mc133 8 L=2.25m d12mm Mc134 L=2.35m d12mm Mc135 L=2.55m d12mm Mc136 L=1.40m d12mm Mc137 8 8 8 8 L=8.20m d12mm Mc120 8 L=8.20m d12mm Mc121 8 12 5 L=8.70m d12mm Mc122 12 5 L=8.70m d12mm Mc123 12 L=6.35m d12mm Mc126 12 L=8.90m d12mm Mc124 12 12 L=7.20m d12mm Mc125 L=8.00m d12mm Mc127 5 5 A B C 5 5 5 5 1 2 3 4 5 \A1;3.40 C1-C2-C3-C4-C5 cuadro de columnas N.-1.20 N.±0.00 Columnas Tipo C2 @ 7.5 cm 396ø8mm Mc 153 @7.5-15 cm 72ø12mm Mc 152 252 Eø8 mm Mc 153 Eø8mm@7.5-15cm Mc153 N.+2.90 8ø12mm Mc 150 N.-1.20 N.±0.00 Columnas Tipo C1 @ 7.5 cm 153ø8mm Mc 151 @7.5-15 cm 24ø12mm Mc 150 63 Eø8 mm Mc 151 Eø8mm@7.5-15cm Mc151 N.+4.50 8ø12mm Mc 152 \A1;465 E \A1;510 E 4d12mm 120 a 127 planta cimentación Esc: 1:100 \W0.94644; armado cadenas \W6.05054; de amarre \A1;HORMIGON CICLOPEO \A1;NERVIO ESTRUCTURAL \A1;BLOQUE ALIVIANAMIENTO 0.40x0.20x0.15m \A1;d12 HIERRO INFERIOR \A1;d12 HIERRO SUPERIOR \W1.82818; corte losa tipo Esc: 1:10 \W9.93629; anclaje columna \W9.63603; perimetral y viga \A1;LOSETA DE COMPRESION 4d12mmmMc 110 Estd8mm 1@10y20cmMc 111 Esc: S/E cuadro de plintos \W5.00909; estribos en columnas cuadro de columnas \A1;2d12 Mc 154 4d12mmmMc 140 Estd8mm 1@0.075 y 0.10m Mc 141 ESTRUCT Sra Olga Maldonado.dwg g g b L a b C a b b G a g a b O b S a g c a I a PROYECTO: UBICACION: CONTIENE: DIBUJO: LAMINA: E1 Luciano Folleco - Mira CRISTIAN CAICEDO - PLANTA DE CIMENTACION - CUADRO DE PLINTOS - CUADRO DE COLUMNAS - DETALLES FECHA: ESCALA: INGENIERO INDICADAS SELLOS MUNICIPALES: TIPOS DE HIERROS - Codigo utilizado ACI 318/IBC2006 - Las medidas prevalecen a la escala. - Traslapes mínimos 50d en los sitios indica- dos, si no estan especificados = 60cm. - Recubrimientos mínimos = 2.5cm en vigas, - Recubrimientos en Plintos = 7.5 cm. - Acero de refuerzo corrugado fy = 4200Kg/cm2 - Hormigón clase A f'c = 240Kg/cm2 a los 28 días. - En losa se colocarà armadura por temperatura 1d6mm @40cm en los columnas, cadenas y losas. dos sentidos - Esfuerzo admisible del suelo 1.20 Kg/cm2 verificar en obra ESPECIFICACIONES TECNICAS - El refuerzo transversal se colocara @0.075 y 0.15m en cadenas, columnas y vigas. - Las secciones de columnas se mantienen en y cargas sismicas. todos los pisos debido al sistema estructural armado losa de cubierta Esc: 1:100 acero en vigas de cubierta Esc: 1:100 \W0.76039; armado general \W5.24360; de plintos Esc: S/E Esc: 1:10 \W1.84880; armado viga V2 Esc: 1:10 A A A A A A A A A A A A A A A A \A1;2d12 Mc 155 - ARMADO LOSA DE CUBIERTA PROPIETARIA

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Glass, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, architectural, aufenthalt, autocad, casa, chalet, disposition, dwelling unit, DWG, Family, haus, home, house, Level, logement, maison, pitched, plan, residên, residence, roofs, single, single family home, structural, unidade de moradia, villa, wohnung, wohnung einheit